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1475 Beach Ave 2014 House Plans LOADING CRITERIA All claims for error or defective material must Ice rude within 5 days of receipt of goods and prior to installation. Otherwise, said claim will lae denied, ROOF FLOOR ;V TOP CHORD LIVE LOAD 20 40 p.s.f. � � Business: TOP CHORD DEAD LOAD 7 10 p.s.f. - 22 238 6 358 BOTTOM CHORD LIVE LOAD 0 0 p.S.f. --+'� ECHHOL �( IHC. BOTTOM CHORD DEAD LOAD 10 5 p.s.f. F A ILcOi l PsU'{C�'i0l.lrt,Suite 4112 TOTAL LOAD 37 55 p.s.f HGUS412 0 On,u!!%FL 32224 DURATION FACTOR 1.25 1.00 THAa22 +1 a 0� BUILDING CODE FBC 2010 RES THA422 ~ ; aft.��I Authorization No.7547 WIND LOAD TYPE MWFRS r `1 WIND STANDARD ASCE 7-10 THA422'. F13 THA422 ;M f. I � � REVIEW DISPOSITION WIND SPEED 130 m.p.h. 1 , THA422 WIND USAGE Residential-CAT II „.k_. THA422, TH 4 F12 �� A D ®APPROVED AS NOTED BUILDING EXPOSURE D - THA422 N I 'I ED BUILDING TYPE Closed NOTE THA422 1 /� ITISTHERESPONSIBILITY OF THE BUILDING DESIGNER OR DATE�/ [!� ARCHITECT TOPftOVIDEANAPPROPRIATE CONNECTION FOR TRUSSES BM_$ HUUS412 HGUS412'�'. TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS I RFyeC�rd: ENGINEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EDU IPMENT c d AND/OR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST E F 11 ArnesonPRIORT O FABRIAMMED CATION, ON BY BUILDER ON APPROVED TRUSS LAYOUT 9 THIS COMPANY IS A TRUSS MANUFACTURER WHOSE Jrt • RESPONSIBILITIES ARE LIMITEDTO THOSE DESCRIBED IN WTCA 1 - 4�tl No5Va/`854 1'T 1-1995"DESIGN RESPONSIBILITIES".ACCORDINGLY,IT DISCLAIMS DESIGNS DRAWINGS,DOPONSIBILITIES CUMENTS CONSTRUCTIONNDIOR LIABILITY FOR THE MENTS INCLUDING THE INSTALLATIONAND F09 80 _NTION:Review of shop drawings is APPROVED TRUSS ANCHOR BY BUILDER C' 4X2 FLOOR TRUSS , for conformance with the design concept ie project and does not relieve the 2x4 RIBBON NOTCH .gated engineer of responsibility for any DEEP M .iation from the requirements of the FO ^ltract documents nor from responsibility for I THA422 Tors or ornissions in the shop drawings, 7-5/8" THA422 C3 BRG, - j05ETIAUNLESS NOTEDa22 OTHERWISE A422 TYPICAL TRUSS END 81-1/2 Wall WARNING o¢ 9'5-1/2" Wall CO NVENTIONAL FRAMING,ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE MANUFACTURER,OR TRUSS MANUFACTURER,PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONALADVICE REGARDING ERECTION I? PREVENT TOPPLING AND COMNNOING DUG WHICH RING ERECTALWAYS REQUIRED TO ION;AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS.SEE"BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS"(HIB-9/)FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION.WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP ANDIOR BOTTOM CHORDS,THEY SHALL BE BRACEDAS SPECIFIED ON THE ENGINEERED DESIGN.TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. Hanger Summary ATTENTION ch THA422 (Qty.15) FL#10447 "APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY p� fS (Qt `p BEFORE FABRICATION CAN BEGIN.VERIFY SPANS, f HGU412 (Qty.3) FL#11468 PITCHES,OVERHANGS, ELEVATIONS,8 BEARING V CONDITIONS.ACCEPTANCE OF THIS LAYOUTASSUMES TOTAL RESPONSIBILITY.THE TRUSSES WILL BE BUILT INACCORDANCE WITH THIS LAYOUT' F 0 2 Beam Summary APPROVED BY: BM-7 (2) 16"LVL- 12' DATE: BM-8 (2) 16"LVL-24' Manning Building Supplies INC, 11155 PhilipsParkNa ➢r. e, Jacksonville FL. 3256 F6 Phone <904) 268-8225 Fax; 81 24'F° WWW.MBS-CORP,COM rBl! CUSTOMER J.A. Lon IC)orL JOB NAME EA%youtCorral Resd LOT/BLKJSUBDIV 1475 Beach Ave,Atlantic Beach FLORIDA PRODUCT A PR❑VAL C❑DESIITW/ALPINE PLATES 1999,,,,GEORGIA PACIFIC LVL 2023.,,,GEORGIA PACIFIC WI I-J❑IST 1008,.,, GEORGIA PACIFIC RIMB❑ARD 2147 SCALE DATE DRAWN BY R B JO N,T,S, 5/7/14 KK/JP/JB J-13-13-0134 LOADING CRITERIA All claims for error or defective material must be made within 5 days of receipt of goods and prior to instal(ation, Otherwise, said claim will be denied, ROOF FLOOR -- TOP CHORD LIVE LOAD 20 40 p.s.f. TOP CHORD DEAD LOAD 7 10 p.s.f. BOTTOM CHORD LIVE LOAD 0 0 p.S.f. BOTTOM CHORD DEAD LOAD 10 5 p.s.f. APPROVED TRUSS ANCHOR BY BUILDER TOTAL LOAD 37 55 P•S•f• 2X4 RIBBON 4X2 FLOOR TRUSS DURATION FACTOR 1.25 1 1.00 NOTCH BUILDING CODE FBC 2010 RES 6" WIND LOAD TYPE MWFRS DEEP2 WIND STANDARD ASCE 7-10 WIND SPEED 130 m.p.h. WIND USAGE Residential-CAT II 7 5/8 BUILDING EXPOSURE D UNLESS NOTED BRG, BUILDING TYPE Closed OTHERWISE NOTE TYPICAL TRUSS END IT IS THE ILITY OF THE BUILDING DESIGNER F ARCHITTECTTTOTO PROVIDE AN APPROPRIATE CONNECTIONNFOR TRUSSES TOS PPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT ANDICR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS ATRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1.1995"DESIGN RESPONSIBILITIES".ACCORDINGLY,IT DISCLAIMS 7'1031 47'-5/6. 21'8" 26 ANY RESPONSIBILITIES ANDIOR LIABILITY FOR THE CONSTRUCTION DESIGN,DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION AND O� APPROVED TRUSS ANCHOR BY BUILDER a a �C•-� .de-� e a e 2X4 MINIMUM TDP AND BOTTOM CHORDS LL LL -- - - --- SQUARE CUT OVERHANG 2ZZZof y 124 oz B,. 09 HEEL Q 0 Ao1 HTU261 W < I2 0 3-112, A. HTU26 p (2(� 42" BRG, UNLESS NOTED Hru2s OTHERWISE i A94 U26 y TYPICAL TRUSS END HTU2 A05 , 14,7" ggqq yy - - _ = WARNING BEAM BY OTHERS BMA ' CONVENTIONAL FRAMING,ERECTION ANDIOR PERMAN ENTBRACINGIS x NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE MANUFACTURER,OR TRUSS MANUFACTURER,PERSONS ERECTING a g 'li A09 7 - - TRUSSEADVICE REGARDING ARE O NG ERECTION BRACINGEWHPCH FS ALWAYSLREQUIRED TO PREVENT TOPPLING AND DOMI NOING DU RING ERECTION:AND 21''4'• PERMANENT BRACING WHICH MAYBE REQUIREDIN SPECIFIC APPLICATIONS.SEE"BRACING WOOD TRUSSES COMMENTARYAND Jae `� qq pp ' - Wall Height Legend RECOMMENDATIONS'(HIB-91)FOR FURTHER INFORMATION. i2 A19 19'3"Wall POSITION.WHERE NO SHEATHINTRUSSES SHALL BE INSTALLED G 3APPL ED DIRECTLY TO TOP J09 HTU2 F34 usJe J ANDICR BOTTOM CHORDS, THEY SHALL BE BRAC ED AS SPECIFIED rvc Att F33 `. & d f _ ON THE ENGINEERED DESIGN.TRUSSES SHALL BEHANDLED WITH x : REASONABLE CARE DURING ERECTION TO PREVENTDAMAGE OR ;� J,9 TD26 19'7 3/8"WaII J19 Atz PERSONAL INJURY m HTu P13 Hanger Summary 09 Z'Y2 HGUS28-3(Qty.2) FL#1,468 - ATTENTION � � �+ All � THA422(Qty.74) FL#10447 09 THA422-2(Qty.1) FL#10447 BEFORE"APPROVAL CATION CAN BEGAN.VERIFYSPA S, m cz 4 - - - -- -, HGUS412(Qty.2) FL#11468 PITCHES,OVERHANGS, ELEVATIONS, 8 BEARING CONDITIONS.ACCEPTANCE OF THIS LAYOUTASSUMES � � Beam Summary TOTAL RESPONSIBILITY.THE TRUSSES WILL BE BUILT An - ,rvut: BM-1 (2)16'LVL-18' INACCORDANCE WITHTHIS LAYOUT" J.T2� ^� Jas Joa T-- ® m' - - - BM-2 (4)16"LVL - 30' APPROVED BY BM-3 (2)16-TVI - 8' F42 BM-4 (2)16-LVL - 26' DATE: T-1 BM-5 (2) 16"LVL - 14' Jot JOI c4. BM-6 (4)11-1/4"LVL - 26' Manning Building Supplies INC, �^ os 11.155 Phippsy Dr. e. ill Jacksonve FL.FL. 32256 Phone) (904) 268-8225 q•-6' °— -14 Y'�9' '.87�fi ,.,� 0•.0X2' Fax, (904) 260-2981 W W W,MBS-CORP,COM CUSTOMER J. A. Lon JOB NAME 1 2nd Story Roof Layout Corral Resd LOT/BLK/SUBDIV 1475 Beach Ave, Atlantic Beach SCALE DAT FLORIDA PRODUCT APPROVAL C DEStITW/ALPINE PLATES 1999:::,GEORGIA PACIFIC LVL 2023„.,GEORGIA PACIFIC WI I-J❑IST 1008,,,, GEORGIA PACIFIC RIMB❑ARD 2147 E DRAWNBY JO N.T,S. 11/3/14 KK/JP/JB J-13--13- R 01348 LOADING CRITERIA 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, ROOF FLOOR TOP CHORD LIVE LOAD 20 40 p.s.f. TOP CHORD DEAD LOAD 7 10 p.s.f. BOTTOM CHORD LIVE LOAD 0 0 P.S.f. BOTTOM CHORD DEAD LOAD 10 5 p.S.f. TOTAL LOAD 37 55 pi DURATION FACTOR 1.25 1.00 y BUILDING CODE FBC 2010 RES WIND LOAD TYPE MWFRS WIND STANDARD ASCE 7-10 46'-37�s' 1T-37�s' ; zr-1D3/q' 7`6 WIND SPEED 130 m.p.h. �s 3e WIND USAGE Residential-CAT II a a BUILDING EXPOSURE D BUILDING TYPE Closed I � o- 26 26 NOTE `�T J IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNEROR = ARCHITECT TO PROVIDEAN APPROPRIATE CONNECTION FOR TRUSSES J13 3 J33 m = 11E TO SUPPORTING STRUCTURE PERREACTIONS SHOWN ICTRUSS J13 ENGINEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT =361# ANDIOR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE iV MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT J14 - J34 J78 PRIOR TO FABRICATION. THIS COMPANY ISA TRUSS MANUFACTURER WHOSE 345# RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN W1CA J15 J 5 J35 J19 1.1995"DESIGN RESPONSIBILITIES".ACCORDINGLY,IT DISCLAIMS HGUG28-3 HGUS28-3 ANY RESPONSIBILITIES ANDIOR LIABILITY FOR THE CONSTRUCTION i =348# = DESIGN,DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATIONAND . LD1 I N N n N N Jib 7 2 = _ _ S = APPROVED TRUSS ANCHOR BY BUILDER M m I 2X4 MINIMUM TOP AND BOTTOM CHORDS 7 SQUARE CUT OVERHANG 12 J20 20 4 AS 74 1 I i ry 8" J15 HEEL i j l IiI i � 0 J14 I I 3-1/2" z 113 F=- F=- F=-w 11 2 = 4211 BRG� R=231 E HGU 26-2 _ J19 UNLESS NOTED 1� OTHERWISE E0. R=669# HTU26 _35 JIB �z� 3 TYPICAL TRUSS END -, -. HTU26 - II R=997# HTU26; WARNING E02 i 7-11 f 8 PERMANENTBRACINGIS HTU26 i LE CONVENTIONAL FRAMING,ER THE TRUSS PL ?,y. NOT THE MANUFACTURER, OR TRUSS RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE HTU26 MANUFACTURER,TIONED TO SEEK ACTURER.PERSONSERECTING R=2206# TRUSSES ARE CAUTIONED TO SEEK PRUFESSIONALADVICE EST INCW fa F2SCI REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO N N PREVENT TOPPLING AND DOMINOING DURING ERECTION',AND I PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC J20 = = APPLICATIONS.SEE'BRACING WOOD TRUSSES COMMENTARY AND 2 RECOMMENDATIONS"(NIB-91)FOR FURTHER INFORMATION. TR US SES SHALL BE INSTALLED INA STRAIGHTAND PLUMB POSITION.WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP 9zr All Wall Heights 30'8-7/8" AND/OR BOTTOM CHORDS,THEY SHALL BE BRACED AS SPECIFIED T - ON THE ENGINEERED DESIGN.TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. r Hanger Summary J76 I N HTU26 cQty.21) FL#11169 ATTENTION FIGUS26-2(Qty.2) FL#11468 i HGUS28-3 Qt.2 FL#11468 "APPROVAL OF THIS TRUSS LAYOUTIS NECESSARY ( Y ) I BEFORE FABRICATION CAN BEGIN.VERIFY SPANS, PITCHES OVERHANGS ELEVATIONS,&BEARING I ACCEPTANCE THIS LAYOUT ASSUMES CONDITIONS.ACCE A EOF S 5 J19 TOTAL RESPONSIBILITY.THE TRUSSES WILL BE BUILT i IN ACCORDANCE WITH THIS LAYOUT" J14 AS APPROVED BY: 1' i I J13 J13 DATE: l l Manning Building Supplies INC, _U J � P11155 PhilipsJacksolkwaDr e 20 Eo_ w D lo ne Fr. 356 , 13' 14'-75/8' 33'-77/8' 21'-4' SPhone,Fax: <904)<904) 2660-20-2 baa. Fax 981 WW W,MBS-CLIRP.COM CUSTOMER J. A. Long JOB NAME 3rd Corral Resd StoryLayout LOT/BLK/SUBDIV 1475 Beach Ave, Atlantic Beach MBER FLORIDA PRODUCT APPROVAL ❑DESIITW/ALPINE PLATES 1999,,,,GEORGIA PACIFIC LVL 2023....GEORGIA PACIFIC WI I-J❑IST 1008.,., GEORGIA PACIFIC RIMB❑ARD 2147 SCALE DATE DRAWN BY JOBNU3-0 N,T,S, 5/7/14 KK/JP/JB J-13-01348 1 " I I I TREET 1 ,5T S PAVED PUBLIC ROAD z �' RIGHT OF WAY r—. O CIA J z g $ g m u CD $d � Q0 1 x s� ggs 1 � S Q° SILT FENCE NOTE: . ! FENCE TO I 5 -'� EXISTING WOOD FENCEDIRON � 5 r Zr< WHEF2E POSSIBLE FOUND 1\2" ! 1 5 EXISTING 1 PIPE NO CAP 1 I BIG SQR•) ON ' 3' WOOD FENCE 1 1 1x 8 SILT FENCE NATE 1z� —o ( 0' IRON I _ 1 N 00.1 >1 1 . I (It ACH S[LT.FENCE TO o O EWHERE POSSIBLEFENCE LOT T 1 12 E 2 a , 5 )) 215 . 3__-'_____ �, , N83 27 .5 . T REBAR 19,-1 1Y2 ►�N 8 3 2 FOUND A/c SLAB _� - ' J ! ! 1 EXISTING _ 1 .4_-� _-- �, t r- LB 726 6 WO0D f• ENCE v X 19,8 OUTLINE r i r I c> --. _ CANTIL VER _ __y_ o 0 _ -ter NORTHIN 2183723.9 _ ---- _ --�" -_ o 0 1 � RETAINING WALL,-I 6 , ..,�3RD FLR. ._----• --- BETA r r- - 10 - 530915.8 c. 14.0 16. - __ I DRAINAGE r? ti -`�-- __- -- - 7 �n ^_j1 lel - N 7 � FASTING q, _ , r __ -n,- y ; '� T� u ;;-- -� II{ I o o I z c� Q 11 1 x 4v�r`X� r �-.� .�,f 20.2 Iy��G�3� D —IN—AGE - __u A}{ -- R I'>< _ - {Il a { Z m m m 0 //\) 11 .63x x .8 T- ; I -mss-- ,\ � ;/ ' --------- i-r.. ...r <+1©: � ,-- ---`-_ ray `__'_ -I'; - - �,�T I I ; m i (J / r� w O �`N �` / \ { rli-, 1 it -`♦ r , 'J �-----'--�---- �,.� / Ell { li � ' X. ' D _.{ � � --I �D O V 1 � � i q-l�T J 1�.,"� ♦yam ;';_ �-~-- I__ _ _-=_=-�� I ` �' p Cr) CO 12. --------------� , 12 w 0 , -1 r I I I I , I - f^c->r'`�-r- L-J ' 4 (vj�' X 20'—2Y2 - I { I { I r -r==�a�IL.J L..J L.J I i O o ,l I W �— O w 11.47 STORAGE - --- -P ' I c r 0 (1I0 uj r I 1 I ls"."J__'-- 1 I _.,1 11 I I I I 1 II' r 1 I Flirt-�=`i- ' �___ ,�o, I, I I ' 11 ,5-�� Cs1 i " ~ SITE �' CCES 1 ; LOT 1 'I I I j� -- - -a{ ;�� 1 1 F N Q .. O _ �A I'ERIAL I I I IL_� L_J _--�;--� ;,�'; ; ; % __- -- i ILi {�i{ fr1 ol r� I I I l �i 'v I -------------------- s q FTI CCE a T O RA G E C� { , --z ----------------�; 4 r 1 ; ._.--r -, .fir I I 11 , I --- - t-'_� ------------ ----•' I IPAVER- I ' 2 1 I �•� I . '�'^'•:•. r...-•,:� �: - I�• ` t r-�11rr�_ -.1-J __ 1 --- - � x xi1 .. 11 .48 ,; ;,� , -------- -- I 1 I-L.J 1 I ---- -_---, ,1 r5 D I �i' N T _ I I AVERS r --l ....: -.• .. .. , BRAG �.) __ - r--- I I I I '1 i ; (J w f;l x � ._.:: :,l {� I E ----__ ---- ^ ' ' - - - �3 ".OUSE P {i j; I J I o f i !" D F-a-1 0 t. i , I,. 11 ter..__ i 1 L I I I L r I I , O 11 6 3 I I 1 I p I 1 ------ ' { I { --- _ _ I 1 ' ' , �I MAIN OR cn -o -P �''' {I FINI F I I I -- --- 1n I ! f—i , -� I I :�L.� 11 H ' ` 22 751X . a -------- I I I ---- - - I � I L S 0 .1 ;It II -----� MAT I ELEVA jii4 N i ► \'° -------- I L J x I i o U� {I I j 9,6 I J cn ,- Tr AGE NA VO S ;• N VO (I" I I r_- r- 8 17 16 I D 1 -� ➢ .-'. ;;I {; I ► 1 1 - 1 x119,7 I -' I o Im Q -+ 5 1 L Y I ; �, I 1 ; 19 I rel o ! -0 -� _ {� II 1 URT ARIA I . I I I . 5,' I' o SITEGENE`RP' `` ————- _ -- -- ---------------- 1 I N o •�•. v/' r'l'�`\I:\.II`I LJ.�..-.•:; •,C,\:/.• 1 1 r'f.... L---•- 11 I D z v CCES .:� :.. ..;. :,. AREA : �� __� a�j� �`' r i \;tir-^_x I I I ! ,I Z� �, :' ►�,•_ " I POOL �'.. M , _ rr, � �, _ � I I � o f x cp < 1 =- '�_-;�_� Y, I ELEVATION �1 Q `d�- _____� I I (, a -n, r I,1 1 11,j ..Ir�j I ��� i i ._'a%--� �i ill ' i r (7 i 0 0�,1., -r a – ORAGE �t_T - - <=-- --'�_3 —`_ ; 21.25 r►t !� m ; I '_----_�'-''1 ♦ - - 11 .47 - :ouulvpNY LOT T {F, ,'''� ' , _--- --x- ;---------- .�.1 ♦Iw F ----, N AVD 88 z- 9 — ,. 'I. q'ALC I GARAGE -..{{ T�_ II :\ , -----� --1- - I =i `0 x .•�•` -: '- ' ABOVE �'�. �'. 1 _ ^ I ``, \ {'--i L-2 .� II♦ y-_�1r-T I - .' 1Tt SILT 'ENCI; C 1 a 1 Ir--- - L_�; 1 , --�'' 1 - ♦ Ii -- i 1 T- 1 .58 "'� �__--' ----- NOTE: ! " ----- TTA SIL \E ' i - i { _ S"''E- L r r O $E PO FENCE STING WO D FENCE r-- C� NSTRUCTION I 1 --==- _ `_ TH 15 OF 0 ► I � 4.3 1 .5 11 .4 CYD < ' SITS ---_- _ _ --�---J T - n CONrP�rl'ER '1 I N 0 17, , { J _ n N i g 1 H t S _. _ 1 CCE .1 ,, , ; , I •, , . � a; :; -v � �LM - I DRAINAGE 4•u co 18.7 0 �- -- I FiLITI1gEi 'Wi 4 i51gP+P�; 6 4 ��.._ ._ O 19:`5' DRAINAGE _—o-- Q0 I11II , 19.7 o .....__'- I I 1- I 1_1_�.J_LJ-� 1_-�1�.— -_ ' } U � 7) 0 CCES 19 1�l - o, 7 :8 — a. N 3 9. S83 2� 5 �I oUTH 10' of LOT N I TO I R •� TF E S D S83°2804 W 199 .91 IRO SILT FENCE NOTE. o 0 11 .6 8 x 1 1 .5 2 ATTACH SILT FENCE TO BRICK BLOCK E XI STI N G IXISTING FOOD FENCE z ' IRON WALL WOOD FENCE WHERE POSSIBLE 21 -4,r FOUN 1\2 O 6 PIPE LB 1704 a 59'-2" 5'-8,r BENCHMARK NOR ING 2183659.1 14'-0" 123 -0 (BIG SQR,) F----i W 530920.6 28'-6 — .--� r� ! NG _ _ v ) SET MAG NAIL 8c EAST .._. - - - --- - - -' - _ - - r - - I DISC LB 3672 3 " ELEVATION 11 . 44 Ld r—I hrrA STEPS wow STEPS � I 2 A/C UNITS 53.6 INTER U) SUMm ER 6.0 NOTES: � ' • '• °• � •• �� I 1) OCCUPANCY IIS e c e' •? / 6.0 NCY CLASS: GROUP F1 3 Q �� - 3 STORY FRA E I 2) APPLICABLE CODES; 2010 FLQRIDA IST FLOOR GARAG ONLY oecK ABUILDING CODES 2010 FLORIDA GARAGE FLOOR = 14.42' I FIRE PRVENTION' CODE AND COAB r, CODE OF ORDINANCES SCALE: NTS' 1 - 10 �. I _ ALL STRUCTURES, DRIVE'NAl'S, SLABS, DECKING I W NOTES: C : 4': I° ; ' /N AND PAVERS TO BE DEMOLII;I-IED AND REMOVED I d I D E X Q I ' 2 75 FINISHED FLOOR O E Al COVERS 1' r A G E s ' ! THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. HEFT, SITE AND NO BUILDING RESTRICTION LINE PER PLAT, A2 SITE DRAINAGE AND ND ION O a I COVERED / BEARINGS BAS A3 PLAN / _ J A4 FOUNDATION PLAN � �+ ED ON A LINE FROM D.N.R. MONUMENT No. 72-81–A18 TO z ' gip WuoD _ GARAGE PLAN D.N.R. MONUMENT No. 72-81–A19 AS PER THE COASTAL CONSTRUCTION I. — A5 FIRST PLA PLAN CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 n e — — — — A5 SECOND FLOOR PLAN __ _ ___ �. D DDE T A7 ELEVATIONS AND RECORDED IN MAP BOOK "C", PAGES 72 – 72H OF THE CURRENT — — FRONT AND �,EF'1' — ARCHI PUBLIC RECORDS OF SAID COUNTY. � I ., BRICK AREA .—. — — —' �' r-- A8 ELEVA TECTUR _ TIO9� REAR AND RGIi'1 AL DRAWINGS z _ A9 ELEVATIONS SECTIONS CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. —_ I I� — _ ,_.. — A10 — — ROOF PLAN E-I EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED I _ _ _ ° A11 DETAIL SHEET / SECTIOI S PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR O L d n• 4 Al2 GARAGE ELECTRICAL MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, — e ' ' e A13 FIRST FLOOR ELECTRICA e---1 e A14 SECOND FLOOR ELECTRIC L PLAN FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B s '' 'BRICK'&BLOCK 4 • a 4. OF SAID PUBLIC RECORDS. d ' 6 WALL ? P " � •:•.4. :• '�a :• :.d:•.';U :e .. :a� � .. ' , . •• . , . : �. �, �.'. ., r �_T STRUCTUR PLANS BY OTHl s _____ AL DRAWINGS ANY AND ALL ENGINEERING DRAWING THE GENERAL PERMIT LINE SHOWN HEREON IS AS RECORDED IN OFFICIAL S TAKE DRAWN BY: RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS tr v PRECEDENCE OVER ARCHITECTU OF DUVAL COUNTY, FLORIDA. d fl RAL DRAWINGS. STAFF THE COORDINATES SHOWN HEREON ARE FROM THE COASTAL CONSTRUCTION T I CHECKED B CONTROL LINE RECORDED DATA AND REFER TO NAD 27, THE PROPERTY CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PRECISION THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES (AREA OF 0.2;� ANNUAL FLOOD CHANCE), "AO" (DEPTH 2') AND "VE" - DATE: EPOCH 25 L1/L2 SYSTEM AND RUNNING TRIMBLE VRS SOFTWARE. ' ELEVATIONS ARE BASED ON NAVD- 1988 AS ESTABLISHED USING GPS. 0 � (EL 16) AS DFI;ERFdINED FROM THE FLOOD INSURANCE RATE MAP No. -� 10.15.14 0 12031CO409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA, 1 �--_ A N SCALE: MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR � � NOTE; a • � ' TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. P . THE BULKHEAD ,SHO'P!N HEREON WAS LOCATED IN LOTS 3 & 4, BLOCK (1988), TIDE RANGE=5.07'), N B51 O AND LOT 2, BLOCK o0"2, ATLANTIC BEACH AS RECORDED IN PLAT C N JOB NUMBER: SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER �I Ul OK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT1 AS 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW + 1.5 X RECORDED IN FLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC S T ( RECORDS OF DJyAL COUNTY, FLORIDA, THE REMAINING BULKHEAD WAS TIDE RANGE) = 2.10 + (1.5 X 5.07) = 9.71 N.A.V.D. (1988) CONNECTED FR6,1 FOUND POINTS, MOST OF THE BULKHEAD IS BURIED 1T 1 0 ELEVATIONS ARE IN N.A.V.D. 1988 DATUM, UNDER SAND AND NOT EXCAVATED. , DWG N0: Y.. ,). .'[. y a , i t: a .}.. I ! I " zs gs 15TH P-YREET AVED PUBLIC ROAD r� � A .� it a4 ' RIGHT OF WAY �' cn -o ! � a � A i U sQ d CJS ' o �g o i ' Z o'd 8 914 •�� " s� 6 1 SILT FENCE NOTE-1 i .. ATTACH SILT FENCE TO ++ ! ' 5'- EXISTING WOOD FENCE 2 IRON 0 N (9 WHERE POSSIBLE 1 FOUND U N D 1\ 1 5 EXISTING ix PIPE NO CAP ix 8 3' WOOD FENCE I i J BIG SQR.) ON y 123 -0 „ 0.1 0' IRON TO ►1 1 . N SILT F'ENC,E NOTE: LOT 11 °27 12 E 20 , �' cj , �J � 0 ► i ATTACH SIL' FENCE E N 8 0 2" ] 55 -- ! f I f---{ Ch EXISTING WOOD FENCE W Q � / s !+ -n + I O WHERE POSSIBLE I\� U - 1 Y AB Q' 19.4 ', o Ii n o Q c� 19' 1 2" A/C SL i VER - r , p ! O REB AR EXISTING x 19.8 oU I'LIF�R CANT'-� ---- � � r f i Z � FOUND 6, WO FENCE - F FO OD .6 _ _ _---- -- __ - p 3RU _ -*7-- II,Y", I o , o k) W o LB - Y---•T-- ('---- II I 1 n T/-1 7261 D N „m ; ; _ '-- a I z D I 1 (J J V1 H � co THIN 2183723.9 �vt. RETAINING WALL __ - x 21 .0 �Iz DRAINAGE _ =- - r "" T + u I - ;;r 1 m 1 ! rrt C'J OR 16. r---- a D --- - __ - -�f I <ol IS ,�e��g '' I I; I I II a fT, .�J O 8 14.0 1 / r G7 _._ - r- 11 �N 6 y: _ ;, 1 R U1 O N STING 530915 13. \k� x _ 20.2 ; , ill _ m -T---k -- ,._-_ °'<, - - -Ik X51 =.__________ ;:i�C.-:_ 1 __ ; ;I�J7 I I �C ',I Q 12 I 0 C� X DRAT AGE _ ------ , - , l . , , l) ,� _-_ - <�� 1 3 O P ! W 0 EA cn d , 1 - - T_r= 1 , _ . v . l- _.. _L__ 1 1 Jv.x. . I 1 '� 4 0 J R yy ----_ A\ t=r=____ 1 rrc_------ 11 .6 3 x 11 .8 AT_ STORAGE 1 r 1; ;, ) 1 ,' \�' , , {-'�-r ° ; I r Z _� 1 2.0 5X17 x6 D 1 1 , i t_J t_J t-J t=J. , p i "- - -- -- �� __- - ' �il rl Irk +' ; '; R SpOS ALE O O ��. ! �y� Q 0 r-ja__ 11 I LJ i WA TFC rr 1 rT, W =2Y2 y ;1 I I------w_ ;f `' 1 ,;I/'� ; ;1 { 21 X21 X1.9 ___.1 I! � Z7 `.\ ! C r I ! �- 1 h l 1 I t 11 .5 j I iJ7 GAR. li'fJR. HGT. + -c w o C�2 , ' ! 1 ; ------ 11� I I 1 I 1-a 11 .47 13! �5 O ' , , i �_ --- ; `__ - %' 1 ' ----"-------------- _{ 1 1 r r, -� rnNAV 88 � 1 ; ;t.� t.J t JL_ - --� ___----- ,;y' _, ------I-; "T- S ; ; x 12. Xi1 W o Uv `" ___ Z) I--- ♦)------------------- _--- I PAVER 1 y Q� Q., ,I 4.1`-'. ••••. 1 1 1 I '- -_n R� .S.a.SV •-------- r ---- •-1 PF.E�v ra -1 O i I 1 i �' r. J- .J s��.4------------- i i PAVERS r-�--------- I i i I P i i F--� z I -----� I 1� a-tom I I 1 r 1 _ , J r , r D 0 I ---------- ; ; -_ USE II I r- _-- - - D ', '�' J k- ARAG lu _ r ; , I ; N � � i L r 11 .48 .` IVE ` 1 11 _ - _ I N �I - o j) f� : 3,5., D:R ,,I rl >, ---- - =-- = M A 1 I I ___----- I I 1 I -- - 'o f� � � Lp I w C� I• C .` I.11,' ., ! _ _r- SHAD LOOR 1 1 1 --- I ___ - i o X I I FINI I F 51 19.6 I I ------= I I _ ' I X ' ,i ' -� � •- �••�.'• A,-I•',I" I I �,, , N 22.7 ; I I I � , v � 1 � i O 11 .63 d r�. �; --�� 1 I -' ELE�A�;i�, I I ; T-- T-J g 17 16 _+ I -! TI o f ; 1 * X 19.6 1 z Frl o '�' NAVD I ' I c� '� Io >, x 19.7 ! 10 rn .. ,.- -- I, •11• •' I I I I I i 1`. r°`-i' i I I I .. ! � O I p O AT R STORAGE IFI`: {';• ! 11 I ' _ __ _�'^� ``�� ; I ____::3' " F i N (� W ��` ----- --- ------------- - C 5'x12 x6 D SWALE tlI`G --- 1 -- 1 t .i rn 1 O J 4 - 1 1 _..e �LJ --tl_ --- 1 I ti j \ G. � _ G R. 1'LR. g 1 +-"� 1r-nr`S., F; 11 _� i r~, UD ., j Ir p„� , I tl , r 1 .r1r-- I A O i Q7 o,'�: ► , T i>' '- 'tea .II I �' POOL o `' < i rn 113 . + ` , .. ELEVATION -n i 1;5 m ! W 1 11 I`I�AV 88' 1 �--- �, a=-h-� ;�; • 1 �" , I - t--f<--11 'I I 1.25' Y _ - --� -_-,;��I 1 NAVD n 1 rF\____-fir~' . �` _ t F -� T'1 SILT FENCE NO I Fq , 1 - _ I J Q U?LINE•'OF. d�- RAGE I 1�_� �'i_a iii V ♦r-T .,iii �_, -----T"� TTACH SILT•FENCE TO `T I 0.6ALG.dN(.'. , i,•''• ! ".���,;; �\ �- I I�r h Ir- -� _ �1 - - rn STING WO D FENCE 5 11 .4 I ' I �l a I �--=s' ERE POSSI LE i 11 .47 ►. ABov ! \/ >,1 1 1 i 1�1 , ! 4.3 1 X ;3 c. ' I 0 i C ! 11 .58 F _' _ 0 = T' CO_L_-- _ _ P ERS p 1 7. O . ' ? I THE N R II 1 N q J C CTJ ► n_ 16.4 � Y i JL_-- A k W K frl L � A I-•-1 W , - R 1 E V 1 Z o _, 19.5 PA 1 ;30 lit, 8.7 i .,...,.• .. z S rS - 1 9.7 P `/SIR , GE ,� E _ _. •.• ... i , , , , 1 , , , 1 r � DRAIN _ rr, �) �: o �7 _�- J_LJ_ AINAGE _ DR 1 r , T 8 C7 N O U' STORAGE I I -1_LJ _ -_ 0 5 �j W - 0 OF �� Y _ o WATER jER I S g 3 2 8'x20xI,33'D SWALE j ON TO IRnN T �� SOUTH o - g .91 IR o _ - S83°2g 04 W � g Z SILT FENCE NOTE: 21 _4,+ ATTACH SILT FENCE TO F--{ r 11 .52 EXISTING WOOD FENCE I 11 .68 x BRICK & BLOCK EXISTING FENCE WHERE POSSIBLE 5'-B" _ W � WALL 6' WOOD 59'-2 a.. 1\2" IRON O ``' FOUN 04 ,-o,+ (BIG SQR.) �' `i ) PIPE LB 17 � _---- 123 G 2183659.1 14'-0 IN '-6" Y WINTER BENCHMARK NORT 0.6 28 v E EAST NG 53092 O F S U NAIL L 8c P � W � � SET MAG N M A + MMER DISC LB 3672 22'-B3/4" ING GRADE PER NAVD 88 E-+ ELEVATION 11 . 44 NOT IGHTS SHOWN ARE EXIST i W LOT HE LOT 8, BLOCK 611 ATLANTIC BEACH NAVD 88 15 FEET OF RECORDED IN 14 10 AND THE NORTH RT TERMINAL COMPANY OFMDUVAL COUNTY, SAID TO PERVIOUS CONCRETE PAVER 2-3/8" 60 MM MIN. THKNS. LOTS 9 ANON A REPLAY OF MAYPO F, • / ( � CORPORATION, OF THE CURRENT PUBLIC RECORDS C 1 LYING EASTERLY OF AND EAD EASTERLY35, THE CALE 1" 25MM BEDDING SAND 8 STONE PLAT BOOK 6 PAGE LANDS� ) # � THER WITH THOSE BLOCK 6 � t ° t 0 O OGE H 15 FEE-7 OF LOT 8, RECORDED IN PLAT BORN THE FLORIDA. T ° COMPACTED AGGREGATE BASE #57 STONE LOTS 9 AND 10 AND THE NOR O 6" 150 MM MIN. DEPTH 4" THK BASE ® SI SIDEWALK) CONTROL LINE OF THE ATLANTIC OCEAN A-' E OF SAID LOT 10 AND 10N ;p PUBLIC RECORDS, AND BEING BOUNDE H ' ( ) ( ) EROSION CON D E P R E U I R E D F I L L T A B L E COMPACTED SUBGRADE PAGES 59, 59A, AND 596 OF OF THE NORTH LI SAID NO EASTERLY PR THE SOUTH LINE OF r- NORTH BY AN AN EASTERLY PROJECTION OF THE SOUTH TOTAL CUT TOTAL FILL TOTAL IMPORT EXPORT ET OF LOT 8 LOT 68. ` C) FE GARAGE 256 YARDS HOUSE/FOUNDAT:(QN 3 y 263 YARDS ZERO PILE FOUNDATION 1 11 P0"LFILL 134YARDSz POOL/POOL PILES59 YARDS LOT FILL U1 39 YARDS LTOTAL 426 YARDS TOTAL NOTES: V C 1 426 YARDS LO 0 THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. NO BUILDING RESTRICTION LINE PER PLAT. ���\�/�\�/�\�/��/�� BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 TO O ��%�% RIGHT OF W&) INFORMATION TABLE EXISTING PERVIOUS IMPERVIOUS REAI-� D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL CONSTRUCTION ����� �����j� /�j �--- �O T COVERAGE -t C-+ F--� CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 C7 T T C RIGHT OF WAY AREA f934 S.F. LOT AREA ld_¢030 S.F. LOT AREA AND RECORDED IN MAP BOOK "C", PAGES 72 - 72H OF THE CURRENT PERVIOUS VU ►J 14,030 S.F. PUBLIC RECORDS OF SAID COUNTY. z NEW DRIVEWAY SPACE IN RIGHT OF WAY H CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. DRIVEWAY AND 470 S.F. HOUSE SQR. FTG. 1 - PERMIABLE PAVER AREA 517 S.F. 465 S.F. WITH 50% CREDIT EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED DRIVEWAY, WALKWAYS AND PADS I PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR WALKWAY: SECTION TOTAL PERVIOUS AREA 1757 S.F. NON PERMIABLE PAVER AREA 975 S.F. MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, r I HOUSE COVERAGE 4859 S.F. DRAWN BY: STAFF FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B SCALE: NTS 1222 S.F. OF SAID PUBLIC RECORDS. r TOTAL IMPERVIOUS AREA41808 S.F. TON TO SURFACE 6369 S.F. CHECKED BY: THE GENERAL PERMIT LINE SHOWN HEREON IS AS RECORDED IN OFFICIAL Fq TAL LOT COVERAGE 45 % RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. POOL COVERAGE rI/A DATE: 10.15.14 THE COORDINATES SHOWN HEREON ARE FROM THE COASTAL CONSTRUCTION s ( CONTROL LINE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" SCALE: CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PRECISION „ EPOCH 25 LIA2 SYSTEM AND RUNNING TRIMBLE VRS SOFTWARE. Cn (AREA OF 0.2% ANNUAL 1FLOOD CHANCE), AO" (DEPTH 2) AND VE, 0 --- (EL 16) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. JOB NUMBER: ELEVATIONS ARE BASED ON NAVD 1988 AS ESTABLISHED USING GPS. 0 12031C0409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. - o MEAN HIGH NATER LINE ESTABLISHED USING EXTENDED DATUM FOR NOTE: TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. P . THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 Sc 4, BLOCK REVISE (1988), TIDE RANGE=5.07'). N 51 AND LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT _ BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS DWG NO: SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHARTER J w RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC - 166-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW + (1.5 X FqRECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS TIDE RANGE) = 2.10 + (1.5 X 5.07) = 9.71 N.A.V.D. (1988) CONNECTED FROM FOUND POINTS, MOST OF THE BULKHEAD IS BURIED11LDA u UNDER SAND AND NOT EX(:AVATED. ELEVATIONS ARE IN N.A.V.D. 1988 DATUM. A2- I a 1 OF 4 s 1 i GENERAL NOTES 6, Any debris, such as wood, concrete, stucco, bricks, etc,, shall be PLANTING DETAILS PLANT SCHEDULE ;. removed by the General Contractor and backfilled with suitable mat- 1. at-1. It is expected that appropriate substitutions of plant material erial as described in Item #1. with the intent to improve the quality and appearance of the project I Alias Scientific Name Common Name Qty. Size Comments • relative to the availability of material and freeze considerations meet TREE SPADING CONTRACTOR IS RESPONSIBLE FOR: I CCM Citrus colamondin 'Meyer' Meyer lemon 3 2"-Cal 8' Min. Ht. , • with the approval of the Landscape Architect, EG Evolvulus glomeratus Blue Daze 113 1-Gal, 3 - 6" Ht,, 12 o.c. 1. Locating and verifying all existing underground utilities in or near t Z All sod areas shall be verified on plan and on site. i FP Ficus pumila w 31� x„�-(� $ P tree locations before any trees are placed, and shall coord- P Creeping fig 50 1-Ga! 4 - 6 Ht,, 6 o.c., >' plant against wall x inate closely with respective utility contractors involved in those areas \ / t xru ; �� . •, ' 3. It is the responsibility of the Landscape Contractor to follow all — — PALM AS SPECIFIED LM Lantana montevidensis Trailing lontona 18 3-Gal 10” - 15" Ht., 2' o.c. guidelines set forth from the Landscape Specifications when provided. 2. Scheduling tree spading operations in any area before sidewalks OJ Ophiopogon japonicus Mondo gross 512 1-Gal 4" - 6" Ht,, 8" a.c, LANDSCAPE ARCHITECTURE ILAND PLANNING All plant materials shall be Florida #1 or better (Florida Fancy) as or other impassable structures are installed. / / \� g 541 Oleander Street,Neptune Beach, FL 32266 described in Grades and Standards for Nursery Plants \� PR Phoenix roebelenii Pygmy date palm 4 4' OA Double trunk, matching specimens Phone: (904)247-7729 Fax: (904 373-9177 3. Replacing any tree which has died due to improper transplanting, as SB S ortina bokerii „ ) 4, All specimen trees must meet the specifications provided in the / � 1 P Salt Cordgrass 103 3-Ga! 15" - 18 Ht. 2'-6 ' o.c. plant schedule and tans. An substitutions for Specimen Trees must directed by the Landscape Architect and�or Owner, Vwww.godarddesign.com LC 0000397 P P Y P SP Sabal palmetto Palmetto 17 14' CT, Matching, shaved trunks meet with the approval of the Landscape Architect. 1- 2x8 PIT. BLOCKING, WRAP BURLAP 4. Wateringin and fertilizin all s oded trees, as well as amending z , g p 9 � Z AROUND TRUNK TO PROTECT TREE. 11,11 the surrounding soil until said trees are established, Established shall STEEL BAND BLOCKING TOGETHER " 5. Contact the Landscape Architect for any major site changes g p W ir TA Trachelos ermum asioticum 'Minima' Minima Jasmine 98 1-Gal 6 - 12" runners, 10" o.c. mean when tree shows no signs of shock lack of water, or overall o r = I— P which alter landscape beds or berming areas. DUCKBILL 'OR EQUAL) ANCHORING ad anfia s a cea s¢ _ health until such time as normal watering as supplied by irrigation system = SYSTEM, GUYS OR ROOT BALL ANCHOR �_ � � �Q4 ^f� 6, For more specific landscape details, direct all inquiries to the can maintain tree in good health, Q W ANCHORS TO BE BELOW ROOT BALL DEPTH *Overall height t of lams shall not exceed 14' - measured from the ground to the growing tip of the unopened bud. Landscape Architect and/or the landscape specifications. � v U 9 p 5. Tree spade contractor shall amend soil in the immediate area of he TREE SHALL BEAR SAME RELATION EARTHWORK tree if said soil is not acceptable for transplanting. Notify Landscape C) N TO FIN. GRADE AS PREVIOUS GENERAL PLANTING NOTES: Architect in writing of proposed soil amendments. -- 3" MULCH EARTH SAUCER 1. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER. 1. All site work for rough grading of berms, planters, and planting _ areas is to be provided by the General Contractor, unless otherwise LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR: _ .— FINISH GRADE 2, ALL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT,' specified by these plans. Fill for all berms and planters shall be of _ BACKFILL AS PER SPECIFICATIONS 3, MULCH LANDSCAPE BEDS WITH 3" SHREDDED CYPRESS. PULL AWAY FROM SHRUB & TREE, STEMS. a suitable, sandy gradation which is porous and percolates well, to 1, Watering in and guaranteeing all other trees as per specifications F - 4, WHERE NUMBERS ON PLANTING PLAN AND PLANT SCHEDULE DIFFER, THE PLANTING PLAN] SHALL TAKE PRECEDENCE, insure proper water runoff and drainage, Absolutely no plastic, clayey listed on these plans or the written sections. I 6' MIN, FULL BELOW ROOT BALL 5, WHERE SIZES INDICATED DO NOT MATCH CONTAINER SIZE, THE LARGER OF THE TWO SPE4I.�ICATIONS SHALL BE USED. soil may be used in any planting area, 6. ALL SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY, OWNER. TREES SHALL BE WARRANTEED FOR A PERIOD <�� 1 2. Providing mulch, peat, potting soil, and/or fertilizer on site as YEAR AFTER ACCEPTANCE. 2. The General Contractor shall be responsible for verifying the cubic directed by the plans, specifications, or Landscape Architect. DIA. 7, ALL DISTURBED AREAS WITHIN THE LIMITS OF WORK NOT OTHERWISE LANDSCAPED SHALL &E SODDED WITH ST. AUGUSTINE 'FLORA TAM', UNLESS yard quantities of proposed berms or planter areas. 2xDIA. OTHERWISE NOTED. 3. Providing positive drainage of all landscaped areas around build- 8. ALL NEW AREAS OF CONSTRUCTION SHALL BE PROVIDED WITH AUTOMATIC IRRIGATION SYSTEM AND SOURCE UPON COMPLETION. ALL AREAS SHALL RE 3, The Landscape Contractor is responsible for all final grading of ings, islands, amenities, and other areas negatively affected by poor PROVIDED WITH 1007. COVERAGE WITH NO OVERTHROW ONTO PAVED AREAS, berms, bed areas and sod areas until acceptable b the Landscape drainage, This note covers all areas not specified on engineering or PALM PLANTING D E T� I L AND SHALL BE LAI COMPLIANCE WITH ALL CURRENT LOCAL AND STATE CO Architect, both before and after landscape P stallation has begun.p landscape gradirTcg plans. p g g AS WELL AS ST, JOHNS WATER MANAGEMENT DISTRICT REQUIREMENTS AND/OR RESTRICTIONS. 9. ALL PALMS SEAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A MINIMUM OF TWO GROWING SEASONS, ANCHORING OR GUYING S t S TEA1> NOT To SCALE SHALL INCLUDE DEADMEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM FORCES CREATED BY TROPICAL STORMS AND INSTALLED BELOW ROOT BALL 4. The Landscape Contractor is to verify soil condition of all planting DEPTH. ALL PALMS SEAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A areas as to pH level and organic stability before planting begins. MINIMUM OF TWO GROWING SEASONS. ANCHORING OR GUYING SYSTEMS SHALL MITIGATION REQUIREMENTS: Recommendations, if any, for improvement to existing soil shall be submitted to Godard Design Assoc. for review and record before INCLUDE DEADMEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM installation begins. If soil conditions are found to be unsatisfactory FORCES CREATED BY TROPICAL STORMS AND INSTALLED BELOW ROOT BALL Total Inches removed: the soil must be amended in accordance with test results and DEPTH. recommendations. Palms: 330" Oaks: 15" APPROVED PLAN AS PERMITTED 5. Any unsuitable material found in landscape beds of berms shall Total: 345" SY BUREAU OF BEACHES be removed by the General Contractor to a depth of not less than . AND COASTAL SYSTEMS FLORIDA DEPT OF twelve (12) inches and backfilled with said suitable material with Mitigation Required @ 1:2" - 173" (,NVIRONMENTALPROTECTION reasonable (90%) compaction. Mitigation Provided: Cabbage Palms: 17@ avg. 11" — 187" AUTHORIZED CONSTRUCTION AND ANYOTHERAU1Hr)QnFD Citrus: 3 @ 2"-Cal. - 6„ ACTIVITIES MUST COMPLY W:TH ALL CONDITIONS OF THE FI.R` 1T CONSTRUCTION AND ACTIVITIES ARE STRICTLY u Total: 193" L1h^ITED TO Ti"OSE PATH SHOWN ON THE APPR(!VE1)PLA�1G AND USTFD IN THE PROJECT DESCRIPTION THIS PERMIT PLANTING REQUIREMENTS: IS ISSUED PURSUANT TO CH 161,F S,AND OTHER PERMITS M Y B REQUIRED i a I ice- 4� Total developable area: 97875F REV! ED DA PERMIT NO (limited to seaward extent of pool) Trees regd. @ 1/2500 SF: 4 l Trees provided: 5* y *3 palms = I shade tree .. �.:..,,,;. 77 _ _ ... I i I k c�tE t 1 3' WO DEN FENCE - 167 -6' (2) SP >: '11 .�ai- T OF LANDSCAPING/EXISTING (15) SB I . 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These drawings or an art thereof mov t nr I I— L} 11• r I SCALE AS SHOWN y �used for any purpose or reproduced In any I— n, n. �� �' any means without the written consent of Goda,d D-pan Assoclales, Inc. n• ,p e yy.re r/ a 123'-0" b o *9 9a3 `o3g 7,_8» 115 -4 • .0 =IV S. . • = bAfayo, 28'-6" 48'-41" , 16'-94" 21'-8" 5'-8" 2'-0" 0 'O O cw,00 0"3 'A A� -to rp~ A v 22'-2j" 5'-8" 7 46'-10" 1'-61" 3'_q." 18'-4" w a'! Q=� a , L, e •y'. o I b 0 AOA p AEG ,-r "o 0 O p p a O 0 E a E-+ O" 0 p.0 V V V 23 -10 >_ » a3 ~tuo A'o 30 » 4 0 5b 3�a rZV �b ,Z o o'd� V "io O0 " o u A .................... 0 0 .o E3 ..0 6,t ..................... .... ........ .. .............. ...... ......... /' E ."3V N V pEj G O •• '......./ C OT ... r, a5ad iQ :' 0. a° GAS TANK NOTE tior A N E: =, ::...:...... .......... E a80 �o GAS TANKS TO BE ATTACHED A UNIT TO BE ATTACHED % o I �G�G °: AND HUNG OFF OF GARAGE STRUCTURE �, I , ,, AND HUNG OFF OF GARAGE STRUCTURE P" A/C CONTRACTOR I E" b o G 5 g,�3 AND ABV. BASE FLOOD ELEVATION - r' ;� ; i,l AND ABV. BASE FLOOD ELEVATION TO LOCATE PVC S5 �o b 0 A�" ■ I :........:' I it ,%`rte-<r--y� CHASE UNDER SLAB CMU COLUMN .. ' d , ,� / .. .. AS REQUIRED ',......:-:. ; GAS GAS BLOCK WALL I1�. o'/I •.............. B. LINE OF , _ L�_, 1: r` H I rt---------- --=---=----------------- ------- — — KIT—CMA .. --------- ------------------------------------------------------------------ ---------------- -- ---- --------------------------- ----- ------------------- ----------- --- ---------- --- , -- ................... ........................................... ............. .................................................................................................................................................. TBD ........... .......................................................................................... 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I I `r-- -_T I COOKTOP w HOOD I 6 » I I ,I I I ii I I O C O N C. I ` ' ' � p r., O .. .' +- _, . , . . . '. . .. . '. ', . '. .''. .' : ____�� ------ , I ----------------- -^---- - Io I I --- ---J' ' .-I - ... . ' _ ----- ---_-------- ---- ----- ------ • I �I I I I 6 I r--- , 1 11 I / I I 1 I,_\- - ,-. ,-.1 I i I I I AREA W ' .. -_ _ .. I• : x7771 1 1' i il,11=�-f==a_l`_ - if 11 L I Q a co O _ I : I I'fs+ i ZII �i i iil I _ `` / I I IA �i'' i===�"r'_- - �` �� ! L 1 I I I F. ,-1 » : :'. -�^ .• '. • • I ��{3b�' I 111 ' O ' ' iz I' �---L<> ,i ,: i n I I I SLOPE I : I I I Q 0 C .. 7 : 1 ---- - . - ---- , . I `------=-- ._ 1 , , _ PAVERS if) i-� I I I I I I I I I I � x � � L '_� " '.a7'-6.,, 5,_8 I ! 23'-5 " % 5�rtg 5'-2 " I� 7 -0 IBr,i I 5 -6 -- 16'-9 " 17'-8 " _ I I� I I ■ I I , » I I i� 1 , » LL_ 6 I I I 11 , » ,I ,; 1 r � I 0 - , .7 I I I 1 I _ 1 .R-- �, I _0 I 5 8 2 r o I '-• :. . • : . . ___ n I I /, , 1 _ _______ III II I I 1 I 1-� p, �1'�-1 I. _- : . - — ■m ► ` I I;' 12"D I I I II 1! I - -i 21'-8" 7, 8» I a O O Z --- - :,r� I 0 I 1. 0o L - I. - .-- * : I I -- -- -�,� I On I I`-D1w1- 1, I I I - I ; _ W 0 0 . . L.2'-O" L. 28'-6" 0 9 " 21'-5j" 5,_8" 7 d as 1 °per 0 4 O °q O m'C b 1. O O .. ....._............ a a�� ,.: :........: wo - o.om opGAS TANK NOTE: ........................ 0 1 --------------- ASC NOTE. o 0 tlo a� a tlm GAS TANKS TO BE ATTACHED NC UNIT TO BE ATTACHED AND HUNG OFF OF GARAGE STRUCTURE : ASN p AND ABV. BASE FLOOD ELEVATION D HUNG OF GARAGE STRUCTURE ;; ;L ; 1\` AND ABV. BASE FLOOD ELEVATION El ti by oP'A b0 b� .•- , Aq O�o.tlO.r y O STEP DOWN I t ' °p �' a tl BLOCK HERE i GAS j i GAS ` ;. , 1( ,'<r- ,1 ..•: .......... \� \ DASHED LINE OF FRAME WALL ABV. \\c/ ti r; t'%/ : ".. / 11 STEP'-DOWN li:loo `°g �"� m ♦ I :'BLOCK HERE o s - p y o ' ------_-- _- ----- _ ----- ---------��------------------------- --------------- -------- ------ ----------------------------r-- t ---- --------------J71-------- ril- 1� tl n 1 u 1 1 1 171111 1 1 n 1 1 1 ______ rl _ R _____________________________________________________________________________________�_ p tl O O 0 ------- - -------- -------------------------------------------------------------- ------ --- ------ ------- ------ ------- -3{ -- ---------------------------------it ------------------------------L------T----------------------- --------------- I I I I I r---------------l.R-'-_.______ 1 I ,�i-1 r-�♦ -1 rte♦ If 1 1•--________ 1 a m LINE OF CMU BLK. N I I I 1 1 , I I 1`. , I I , r. .4 1 1, \ r, \\ ,, , , , 1--- ------------r --•r------L-----------------------1---- ' c o ° o c a �v qq 9x7 OHD I I I I 1 I I . \ 11, . . \ 11 r ♦.� I I 7 0 0 I I I !/t \ J l �' \\ //t \ J l \ / I . `.` 1 ' ` =1= l 1 1 I -- 1 , o o p o tl O tl i'i p r- 1 1 1 I I r-------------------11 1 I . . Ir------------------i' I I L.♦\v-�< , . r-♦<' \ I r-------1 l ,11 , ,i \\ , 1 I . , , '7i3 0 o S O W 7 ------------------- x JI L_♦ d� I I Y 1 11 I I ` II 1 I l /r.-- ' '\\ ` _ 1 11 I :LLL ___ \ I J „ /, o LINE OF 2x FURR STRIP _ 1 � 1 , ' �' J, I I 11 JL_� _ ,� 1 0 ----- ----- ----------- ' I , i . , r__ ?•-a \,/ 1�-- .r`\'�1 II 1 +5�-^y� `I ' I . 1-------------------1 1 I o o t•.a r-- I I - - - - - I 1 1 II I I ., ♦ II I I \ ` �`� _ 1 o b O p I ., l i' 1=--=______________= 1 I A. ♦ �,p, 1 ♦♦ ii ♦♦ I -----_.1r 11 \..Y/ \' / `/ ------------------ I I \1 pop o O O c. -J ELEV I i•- - „ ♦. �f�-------------------Y--------"'----T `c'--------7' ------------------ I "- -- 1 ; ------------------ ' U m~ ° -------- Lo I /\ ii ,/J 1, 1 ♦`= I��i `�r i"•�� • __=__==J� \I I I�� \`\``-r ; 1 ', %it __________________ I I I ! I 1 ♦♦ n ii .\ n ii ♦. n ii J o------------- I, I .�•- 11 � ��d i yi ,L r tl I \ / I \ 1 1 1 I \. ---' `--' i i y `y ,G' ♦y/ \-4.Lo + IJ-----' 1 --- �' I --------------------------------------I I 7 - �__ - 4111 --------------- r -------------- I ---_- I 11 1 I I i I � 2 CAR I 1 1 - -,--- I r- , 1 I I I 1 I 1 I E__---L__ f---,r---'� r , I I , I I I o , 1 , ' 1 I i--T==- !' I 11 ° „ ° ,, I I I I 1 , 1 I I li r_____--___.»________________� , , , __] ,' I ,1 II 1, I' I I , NJI'f I �.-__ -- _ _ 1 1 1 1 I I I I 11 1 1 I I 1 1 1 - -- -- __- I r-----------------LL I I I �_---�jyy�----J' I 1 I I I 1 I I `-- I GARAGE #1 I _ ; f 11 I ff=--,, ,I I,I 1 1 1 I,-, - ,-. ,-.I i�.I 1 I 1 t I L - J L- - ---J 11 1• '� I �� '- , ,, , r-------------�____- -_---------------� .(/ ' I 11 , II I, ,I ,,, 1 I , I - F',;- yal� , ' ` -------------------------------------------' 1`` ' CLOSET I I ; I 1 1 I I I ° �' ,' I,I ' ' `4 1 '1,- -1.-.-=Lx- L.L�idJ l 1 1 ' 1 `. Ln I (8 CLG.) , - I I I �--- - ��. ' I > `---- I , 1 I ' 'L-- �I I I I i! 1 �.y-`_Is-.—'•-<a��)1 1 1'--y---i l i--' ; 1 -r-----<----r----�---->=--= --------------- I L-------J l_ J L---___� i I �'----------- ------------------- _ � I , 1 I ,i I �__________T__J I 11 I I \ I I - `----' --- Q co `----------^----------------'' II I I/ 11 1 I I L 0 1 1 h--- =-.--- "-' *-'`� i i i-----------------�i� ; ;11 I/ 1 II ' 1 I Z� LINE OF FIR. ABV. ...... ........ 1 , ; , T__ I I II 11 II I 1' I ' 1 I ---------------t ' 1 ^r', W O O 1 I B. i' ''•, 1 1 I I ----moi 1 1 -� , 1 , , 1 1,1 , \�, 1 , I I I r'�1 -•.. 1 I I I 1 r \ 1 ' I 1 1 1 111 111 1\ 1 !I I ' I I U _ I 8x7 OHD I BLOCK FACE WHERE I I I I ---- �_= I L-------------------- I =====��1 , ,--� I ; I I 1--icoO iI1 1I ` -- I I; rr` ••-. 111 11II I1II ' , ; II ♦„r'( ` ;1;1 ;I ,III ; HW O�DCo0 FLOOR JOIST BUCKETS I e-flINTO CMU WALL ' I I O-OUTLINE OF N 2ND FLR. ROUGH PLUMB BALCONY ONLY FOR NATE: - .�Gr---------------------------- .\[ Z C.0 co S 1 I I WATER ' I I I �_____====�v' I ,1 1, ♦. , ' �/ I FN4 I 1 ♦ , ,, ALL L_UMBING_& ' 1 1 `;� ; - r - I SOFTENER - - I I I, ,I SYSTEM ELEC W> T1�G 1 S :IY g- ------------ ;; , r MUST BE MTD. 4 AFF: 1 ; f LINE OF FLR. ABV.- ""............ OR ABOVE GARAGE ON6 EAM I I 11 r--------------- _-_---- ' , h C� 0 P 1 R ' ' W O O Z I I I I 1 II r---- =1------- ------� -------- --- --- ' v' y1/ i H r-i QJ 1 : 1 I I r- -1------ ----r'------ti---- ------'`----�-----'� ------------------------ - IT J '•-.. II I F--r__1_____-1____1_____-1-___ttJ O H N L A N G 2 0 1 2 r 1 » g .... -•.......... �------ ---- ” 1 1 I I 1 1 1 1 1 1 ------------ ------ ,1 _____ I .r______________________________________________________________________ L________-____________ ^ ____________ ___________ r �____ ______________II _____ i 11 ♦ 1 1 I I 1 1 1 1 ;__-____ �___i t__ �j____.t..`____ ____ __________________________________________________________________________________�1 I`` _I I 4'-0" 15'-!"0 " g�" 2'-11�' 4'-2" - ------ ----- - Hr-1-4L--- II `` ;rY 1 -I-- ,-----�. _ w I j1 „/ L____TJ 1 __ 1 II I 1 ------l______________ 1 `�ti Lo I 1 ' 11 /' ' 1 ' Nt7 1 1 i W t I l i ---------------� 1 i i +� : i 1 I O r 91111111111111111151 l a i i I I I I STEP DOWN I --1------I---I-----------------------------------------------,;--r;---------- BLOCK HERE IP 5 o (°PAVER BELOW PLATE LANDING I1; cr) (P 4TR E S) a, — 11 1 ; 1 ,; I ; I ; 1 1 I 1 I 1 ; ' 1 — fi I I I I \\\��JJ����J///// i 1 , 1 I I 1 , r I I I I i 1 ; ;: i 1 i I i i r--------------- -----, I I 1 I r-----------------------t 1 I I I I _= lin 11[milmmilI ��� i I 1 i�' 1 ; 1 ; ; ; Ir I I I 1 I 1 1 I gj» ; ; ; I----------------------1 1 1----------------------- Ir ----------------------; I 1 IF�� i 1 i i i i 1 1 I I I i i 1 ; ry r______________________i I t 1 I F__-_____--__-_________1 , ---------- 8x7 OHDI 19 -0 2 -11 42- 2 I 1 t I \`♦ ; I ; I I I I I I I I I I ; r-- 1 ' 1 1 `♦ 1 1 I 1 I I r----------------------i 1 I I I F----------------------- I NJ 1 I I 1 I 1 ♦ , I , I I I I - I 1 I 1 1 1 I j ' 1'------------------------- ' ; ,�`\ I ; I ; 11 ; I I -----------J I I k`-- � -{ . \�> 1 I I I I I I I I I I I -`\y p 1 I ,I II 1 1___I , , I II II , � � I 1 I I L------ J I I I L____ J I I I , I I LINE OF FLR. ABV. � ;; 11 T , ; I I 1 1 I T--------�------ OUTLINE OF 2ND FLOOR 2 CAR , 1 I I I I 1 I I GARAGE T I I - l � 1 II r-------�♦ i--r------n lf� I �� I II I I I I I (8' CLG.) c9 I II I r---- 1----_J I I I I I II '3J I I I - L 1 I 1 (8' CLG.) I u i I I \\°o \°•; „ I{ irr-------------r„ Gr, I II �� I I 1 ``♦ `\\� ' !/ \II III IIII II 1 I I , 1 I -- I 11 �i I I I `♦♦ 1 11 °c\r,I I I III 1111 I I 1 I I ' I 1 nL-___________4I11 II 1 I I I L n I 11 �♦``` 1 I I _ �'' n _ 1 II ' �___L__J 1 - I II Ilf IIII II I I I -Tl I I I I I I • I Il 11f ________ I I 1 I I 1 -----r--- I 11 _7 r------ r--- I II III 1111 II 1111 I I _ II R j 9x7 OHD I NOTE: �z - I 11 L__-_-- J I 1 I iiN Z ' I ❑ LJ , I I L------4 n-------------7111 rIM T u 1 f oa i li i i 1 nr------------nn U BLOCK FACE WHERE , „r____-_ r_--_It I �~w 1 n I 1 I 1 I 1 I I M FLOOR JOIST BUCKETS .� a uL______+,--_-,,u u � Cr � I 11 ,; I I ,ter- ,1 „I I I _ I INTO CMU WALL O I 11 1 I 11 111 I I IIII II 1 I I I I 1 In i ' I I i ii �% i i � 11 h' i ----Jrn 11 „ 1In » . t I I r------1 1111 I I I I I I " '�" ��.. » IIII II I I I I I 1 u � 4'-0" 19 I 20'-5� � _ I 11 r� r.______-_ -i--��=--•____ I I II11 II 1 I 1 I I I -- L 6 J L-----------1- _ ul I I nu II I II _ ____ E I I d, I _ r._ L, r--------------- ___________<,,IL______+-1____alll Lt Ir 1 1 I 1 I r _ In III 1 r-7 _________________.,, 'Y ___-a `. �'1 ir'r=<'�•i .h�. iiii p 1 I Z III 11 ♦ � ' 11 I ♦`� 'i JILII 1 JIII I 11 I :� 1 1 1 I I o 1 II I I :' , , 1,1 �� `♦ "ni L-----LI; ' I rn nu a ■ :'" iii 'i�` �``. .�!F. ix` i 't \ I ' ' _ T, `♦\ viii c --- ------------ -------------------------------------------- _ nl u „I , �f/ `:\ �%' \` // ♦�♦` i i i \`\ �.� '� ' iW} ,'cc 9• � 11 I > O TE: I I L ``\ I I i I I _ - ``' 11 ♦\\ I II I I 1 I I I' LINE -0F 2x FURR STRIP ' Ilk -------- - a,-------- - ic'--------1-------` _ \ 1 1 r--- I I ,o \ / o\ / .\ „ ; Ix ALL PLUMBING & •i 1 ,, ------- 1 ----I '1 1f . . I I I I -----� _ ♦ I I ,; \! \\. �, \/ ♦\ , n , I I 1 I I ( l Lo n ------ I 1 \ I ♦ Y r____T_______________T_-_-� ,, �.J ' --- ' ' 1 I I \ I I 1„1 I \ ij ♦ — --� E MUST BE MTD. 4 AFF STEM 1 11 ; ; i i' J `\ i i �``♦ i "; ;r--, I --------1-------- d1 -' t 1 c-:.i Ia---------1--------` LINE OF CMU BLK. ELECT. WIRING P US- r a - - OR ABOVE GARAGE BOND EAM I 1 I I i \ / ` I 1 1 . ` 1 i _•. (: 1 r I I I' I ; I I .� \ I I / ``♦ 1 111 1 F, \ 1 ' ----------- r— ----- ' • r;;•. .-. ''---------- -------------- I U I_______ fl ♦� u �� -l-F------ --N---------fir- - --------ur------------I `I------------------ L ------r---- �=__________�--- \I - ' ' ` , ::: , ----------------------------------------------- -----------------J ' 3 ............-.......•^..:-....-••.: I II II I L__J Z_____________r I _____-_______________1ll________--_U1.____ti____.L___________-___-_1 _________________-________-__-________________-_-________-___-___________________-___� ...........- � ri- V ` ST;EP DO �� i i i i I BLIOC4 Hf REi 1 1 2'I I i i i i OTLINE OF L__________J L_______ __J L__________J - I I I I I I 1 I I I I I F I 2ND FLR. I I I 1 I I I I I I I 1 I I I ( II II 1I 1I II II 11 II II II II II 1I II 1I PAVERBALCONY I LANDIN 3301,! GAVPR PT41 RC�SEI ASPY. :SE� BtJI4ERt C. PAVER LANDING r•,- _ . I I I I I I 1 1 I I I 1- I I I I I 1 I I 1 I I 1 I I I I I I 1cy S-61' OVERHANG TRUSS EEL � I 3'-4 " 21'-1 » 42.93NAVD 88' oo 4'-O" 24'-6" lo 1 28'-6" SUITE#2 J (10' CLG.) CL DINING OPT. MEDIA 3'-6" (10' CLG.) OVERHANG 32.86' NAVD 88' ., FINISH FLOOR 32.84 :... ' NAVD 88' 9'-4" (LEFT SIDE) ::. --- ------------------ H 2 €........- ::...................... .. : € -4" (COURTYARD WALL) .............:.... _...... ......,.....::.::..: C7 : :: .......<.................. - -I H Q 8'-8" UNDER DINING ROOM SLAB ` OIL ..........._. ...............:............ : -•-......,....:..::, •. ....... .. 8r 0>, RI � FRAME WALL - - _ � Q �. 2 CAR : .._......_......_. - r a (RIGHT SIDE & FRONT WALL) APTMNT. OPT. MEDIA SHAFT J Ff d ELEV. •_�� 2 CAR - �°° (10 CLG.) - AFT F! L GARAGE 1 f (10' CLG.) (10' CLG.) = :..- (8' CLG ) GARAGE #2 o o w a ' (8' CLG.) Q .02 CHANGE IN N _ ATTENTIONT. OUSEELEVATION BTWN.F. OF APT. & GAR. AREA BLOCK WALL DETAIL D _ 7- -- 88 MAIN HOUSE EA APARTMENT FF. NO FLOOR TRUSS FF. 22.75' NAVD 88' _____ ALL WINDOW HD. HGTS. MEASURED TABULATI0N _ •:.a:.:..._..:."._...ice✓.,i..,:i:"J:::::., �:...,:-Y•:.'. --------- ,�-r T:'+,.^.y..r U TO - --- --- FROM MAIN FINISH FLOORS AS _ _I �� �� \/ INDICATED AT ELEVATIONS, HOUSE SQR. FT. 4825 S.F. SCALE: NTS \\\� \\ ���\ `�j�j� � NOT FROM GARAGE FLOOR LOT SQR. FT. 12,973 S.F. �/j\\\�j\�\\/ /\� \\� \/ \\\/ v OR GARAGE CURB OF LOT COVERAGE 37 �\ \�\ \�\\ \ \ \�\\/i\\/\\\ �\�/� \ J c�;: _ \ \//\��\"�j;/ �////\%'//���\/�///\/j/�'/"'///y//` GARAGE APT. LVNG. 1143 S.F. \ / / .'�., 4 CAR GARAGE 1189 S.F. ELEV. � \j,\\j; NOTES: CVRD. STREET BALC. #1 85 S.F. IL CMU WALL SHAFT rn 1 CVRD. STREET BALL. #2 69 S.F. ) ALL EXTERIOR WALLS ARE CMU EXCEPT AS NOTED CVRD STAIRS AND ENTRY 138 S.F. \\/,\\� 2) ALL INTERIOR WALLS ARE 2X4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. 0 GARAGE CMU WALL \\�\\� 3) ALL WALL THICKNESM ARE ACTUAL 2X4=3 1/2 (8' CLG.) /�\ 2X6=5 1/2' 2X8=7 1/4', ETC... TOTAL GAR./APT. SQR. FT. — 2624 S.F. 13.25' NAVD 88' +STEPDOWN \\ 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE AGE_FINISH FLR \ -----------------GARAGE FF_ HGT. _ __ To BE FIELD DETERMINED BY OTHERS. CVRD ENTRY :. ----- - COURTYARD BALC. #3 45 S.F. 5) ALL PLATE AND CEILING HEIGHTS ARE TARN FROM (TOP OF) HOUSE SLAB/BLOCK. CVRD. REAR BALC. #4 417 S.F. DRAWN BY: STAFF SECTION 6) VERIFY THE KITCHEN AND VANITY LAYOUTS VIIITI CVRD. REAR LANAI 786 S.F. MECHANICAL RM. 15 S.F. » - , THE DETAILS DONE BY OTHERS. CHECKED BY: SCALE: 1/4 1 -0 7) ALL ANGLES ARE 45 UNLESS OTHERWISE NOTED. 1ST FLR. LVNG. . 2642 S.F. 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES 2ND FLR. LVNG. 2726 S.F. SHALL HAVE A NON-SLIP FIMSH TO MEET DATE: 10.15.14 ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. TOTAL HEATED/COOLED 5368 S.F. 9) ALI,'FOOD 91 CONTACT 111TH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION TOTAL UNHEATED 1318 S.F. SCALE- 1/4" 10) OT = GLASS TO BE TEMPERED TOTAL MAIN HOUSE SQR. FT.—6686 S.F. 11) QE = EMR GENCY ESCAPE AND RESCUE OPENINGS JOB NUMBER: 9310 ,. TOTAL SQR. FT. 9310 S.F. N, 70 REVISED. 12.31.14 i DWG NO: A4 14 OF J A Nq' Z. .g O O 125'-0" q p a n �� op• 115 -4 7'-8- Sbobp a°2 -0 p lo -0"49'-0 > 16'-9 „ 21'-8" 5'-8 2' •g27'-10 " ti .12°oq ri� Ey O 22 -2 5'-8" 47'-5 1 -6 16 -0 » 9 3'-4" 15'-84 2'-7j" z a A ° b a to o "o 5'- p 0 q p L A U d 11'-10" 5'-9 » 4'-1 » 5 14'-114» 12" 30'-94" g ' 2" 2,_p4» 10'-2 " 2'-3 " b lo lo lo «�U A 5 V:q t lo lo o '-10 " 2'-2 " 7'-7 » 1 I" 7,-34 gaA � �yp 0 It It O aw ° +•Vq$ pOV E- ol ou tl p o I::5 1 A UNIT TO BE ATTACHED I F a AND HUNG OFF 0 GARAGE STRUCTURE h :-• ... o A w AND ABV. BASE FLOOD ELEVATION a A/C P. I}BL 2x12 C -: : GAS TANK N 0 E: ° _.,• /� CONT. VERT. CD Lo oo z GAS TANKS TO BE ATTAC ED ' Lam' t2l FUTURE ®I x AND HUNG OFF OF GARAGE ST UCTURE LINE OF FLR. ABV. AND ABV. BASE FLOOD ELEVA ON 0 -E.LEVATOR co ''••-••' . GAS GAS •......... ' 1 - ` SOFFIT ® 8 - 6 FF/2 WALL � B.GLS. o/ f:) C''J 44 wO U _ S FIT ® 8'-6' AFF. O MIR. \ r _ -- -- - ----- OPT. GAS - b � p O ------------ - --- � r o = IO.H.C. O.H.C. POOL EQUIP. --------- F-----� F----� O.H.C. ! ® I PIZZA BIB. I W L 2'14 ,,�, I_ I PANTRY CAB PANTRY CAB PANTRY CABI I I I "OVEN" I I I OVEN i I N ^ ,� cob Zp r H o III I� `~ N I ASE I I I ,'iUWER I I REFI BASE ID O l i , Q di '� o -- Lo \ r . F_BTH 41jFRZR �� I co ticv / VLV. I I _ GRILL I 1 .1 / COr ' �O 1 ! ' 10' CLG.) �� ' III I I I DBL 2x12 p '-'� GAS I 'n'oo , I "� \ _ rr o o A C COMP. C MP. SMR KITCH I I 2 305Q FXD. _1 T III , o I I CONT. VERT. rr BIB. I I � 8 �'F o ELEV I I �, 1 PANTRY PLCS� rr OPT. �o II I I I I I I ! II I !I I ! i !I I I 2 BERMUDA SHUTTERS 60 :,�., , I I I I 10' CLG.) OR FU URE DOOR VENT HOOD THRU r I I ! ►� O O z TOP HINGE STYLE (10 CLG.) I ® , ( ELEVATOR ��, FLOOR TRUSSES _ _ L_- - - C I — — — — — — — DBL. SINK — — — — — — ! — — — - - - - - - - — — — — — I I — — — „ - - — ,—I- - - 9 » I f REF. ! r » 14 A I I o� I I SHELVING 2j» 7� p» 4'-g" 12" 6 0 16 -0 8 -6 I I 10�6 i 12 7 7 -0 v �. z •• •• , 0 0 o 1 COOKTOP w HOOD ' DINING - x LINE OFICMU BLK. I� �__________________ Jj 'n L__ �O I i� '""`' I z I I I I z I ®rn LINE OF 2x FURR STRIP I I 1 o a w oo I I I I o o � � I _ I I I F Ix T. MEDIA I ASTOR. �____- _� I, w w i oz , -' o I LINE OF FLR. ABV. I (10' CLG.) M ------------ — x (lo CLG i "� BIB. j=moi ► �'�' ENTERTAINING/ '� COVERED I� Io SUITE 4 ra I I —� ISLAND D W , ,Q (10' CLG.) �0 � I� cfl I "v> 1 I!j ' I —1- - Ira � I_ �o I I I :-� ' IWE SHELVING KITCHEN __=JI, ; BREAKFAST I OUTDOOR of 1 FORMED POURED & I 1 ® I 1 A ` (10 CLG.) 4 JI , (11' CLG.) ; LIVING I� !® ( ) I IE- M �g lO �e6 CONC. PAD & I » ;# I o ' �� . �) ' (1l' CLG.) z w I I O E 5 O REQUIRED I 3 I I ! I I r r w - NOTE: .. r » » » _ , 1p'-3 " 3'-6 " » „ „ . Ivor N `� ) I » rir r » i r la -p I -5 4-14 0 12 2 —24 2 - o I I 14 74 i� 112 ' $ -14 5_8 �r 4 0 0 11 -4 r r 1 16 -0 I ,9 i CLG MATERIAL ® LANAI I I o TO BE VINYL (SEE BUILDER SUITE 5 I ! ++-� ,I II rir '`) I I FOR FINAL COLOR of MATERIAL." I I �,I I I I II �� I ISLAND �DLW J� rr I w of I `�� (10' CLG.) 080 I I I ! CEMENTITIOUS CLG. II OPT. ------ ------—ter I I I o oI I CVRD �, OT I - I I p DOORS `n - -- -- - -- Y- -- - ----------- ----------- ---------- I uj o BALC. o I O ----- 11 AHU ABV. E d I 12080 SGD. - -N -- --- 1- ----- ------ ----_90-VPIT® 8'-6'-AFF------- ---------- I,. N �! I ' WIC �� _ I = ; - o �'I I (10 CLG.) I `� ao k i STEP I N I �'�' rr � I I OPT. COL. I 0 I I � - -col I 0 o d3 i (10 CLG.) I I _ I F, I ;.� j �� r 1 I MAY BE I I r �r II REQUIRE I w a -- Q I I I I SGD. I tz, I co 9080 r7 I R & SH ATTIC ACCESS -9 1' 8 to I I I ,� 0D COVERED I I I I I I I I F- Irn N I o I �• ® (10' CLG.) `P0 FOYER cD I I I oo I I I II ++ � II 10' CLG. I I� SIA 00 (10' CLG.} o ! I I :1 o io 2'_p°i I 4'-p" 5'-04" 13 -4 1 10j' I 3- � � 7'-0" in 11'-4» I ,o x 4'_0» A 10 -04 112112 29'-3 " I 7' 4 " 11'- I —18'-0 2'-O"I 1 ! 14 r » J i� ifl , ! 0 COVERED o 1 11 I I I---------------- - - ----------- - -----� _1 o , I I > - - , » " " 4 -10" " 7P-911I I I i r------ I (P VE E S 1 10 4 -2 I I I 14 0 4 -4 I -4 -0 9 -4 10 I 1 1 10 20 -8 (9' SLOP D LG. — - - — — — - - - - - — — — — — - - - - - - - - - - - - - - - - — - - - — - - - - — — - - - - - o — — —I-I- — B � CE E TIT U, C G. IT w � —� �� r � I I w w 3, ��» 4,_��» � ` I I 1'_9 » 2'-4 I � `o ��co �� ' 'to STORY I - �w� ---------- PROPOS D ------------- Io� -- OHC , I - in I Rx I I c� 2 ST R I I�I w .. I I SPA I REF. � - I ® l' I I I a r I I I cV I I I _ SIDE MOUNTED I UNDER I I I - I o I I SUNKEN I i ��, _ , CAB I I '`' a i I o A T rn 1 1 FRAME l 0" O" v >_ COV RED I I I ____ L METAL RAI G- I I STET' I i N I �, Lo x0 ), N » - a GREAT I r r FOR 12 x.12 O o ( in o `n FROM SHO� f ) j BIB I I E; '� HB. I z `4 , FINISH SQR. �� ROOM I lO C RD I®! --- M 0 0 _ �. �� �� \ o N COLUMN �TYP) �� , 2 STORY CLG. I I AI I I I I x a I O „ r w LINE F CMU B o I UP 20 (10") ( ) I h I i I zv) A 0011 2 1 I _ I I L__ v�A op ' 00 o LINE OF 2x FUR STRIP o WOOD TREADS I I (11 CLG.) Ir�I I - o 0 0 1 1 `� N - '`� I I w/ OPEN SIDED t o ,o, n�1 rix ® II FORMED & w � I I I >4 � to J ria I I pq rn I I -. a 1 480 I I I O POURED z TREADS ® ±7.5 I I m I I r QoH I I A 1 1 CONC. PATI & � , "� B LT-SIDE I I LINE OF FLR.I ABV. I I I A_ �;U? I I I I STEPS AS w - t _ OD woI I I I REQUIRED Ew I _ _ I r (2 STORY CLG.) I _ I I � r-- II r7 o o " R & SH ����� (=>- L-- I REF. I I , I 1 I r7 r� r7 - - �` 11' CLG. �� Lo C>or j CABER II 0) 0) LIVING ' 10) o �, I STUDY i o00 �cf) o� 0�0 N ( ) �. I I 10' CLG. I 10 CLG. `� YY ,I.C. I LIN. 0 L� I o' N 3 -0 12' 84 3'-64" I I (lo' CLG.) to OOT, ^a° �_ MEDIA I ! , » 11' CLG. II _ ) I I •I I a a `� _ BATH -- - E :-� B _ � H 0 � - I 12080 SGD. rs, I -- w _ o II CQ of CVRD RECESS SGD TRACK(j) i o 9 » _ E E (3 -11 1 V ) 3 0 2 -3 h - 5 -p 6 -10 5 -0 1 1 PROPOSED c� 14,_14„ 2'_2 >' I -0" 2»p r , ,! » " I , >, IS I 11 POOL �� 1 BALC. I KT coIo> 10' CLG. P ! OUTLINE OF I I I w1 I ( ) - D• I , NICHE BELOW B I I I®I col I I I 7j" BUIL IN �\ �r . POOL �O ! ! STAIRCASE ®�;� ISI rn i i CD 4 I I (BY OT ERS) r, I P _ 14'-0" 23 -1 I I D iv I B�l H.2'�O ``� ST R L__ I � - lol 10' C (11' CLG.) STOR. ,,�: :�o, 0 00 _ ISI ! I i0 � A ao� I I , TI RAISED HEARTH/SEAT Y °` I I I II - BASE CAB I K/S I BASE CAB W/C ' I I °' /D in i o I I iv , ACK BUILT-IN I GAS BUILT-IN STEP o rn I N (BY OT RS)iv BIB. (BY OT ERS) II I L------ iv I _::• ---- --- STEP N I II I II I I I I I II II I rno c?6, DIRE TRAN OM TRAN OM _ 1 I II rn II I rn O VENT r,00 rn I II II I O rn HB. L----J�-----JL— -- -----J I L----JL-- ---�L----J WALL MOUNTED I \--SOFFIT @ 8'-6" AFF. FIXTURE I I I 4 I I ROLL-IN SHOWER C r� w w 2"ul w I E�, RECESS i �I dI ra � FOUNDATION r� r� w I� I I �w Ey �.,x I E•+ wd w �o �o q � I � z �w I �w r= � rm4 10 AQI ul ..A Q' p A� p A� �� CD t� «�® � C® � I vxl) �xlm 6'-10" 7,_34>r 2r_5 » 1 5'-6 2 -6 12 -6 2 -6 12 _61f 6'-6" 14'-0" 4'-0" 14 14 4 -11 1 -11 g -0 3 -9 5 -0 6 -10 5'-0" l'-,4[ 4P-8" 2 -0 • 24'-6" --------------- 51'-2" FILE.4'-0" m I--�I 28'-6" - 14'-0" 59'-2" 21'-4„ w _ .,_: :• - - 2'-Opp 123'-0" AREA TABULATION ' HOUSE SQR. FT. 4825 S.F. u °� LOT SQR. FT. 12,973 S.F. 0 1E) % OF LOT COVERAGE 37 % L 0 P11{ GARAGE APT. LVNG. 1143 S.F. 4 CAR GARAGE 1189 S.F. NOTES: CVRD. STREET BALC. #1 85 S.F. C 0 P Y R I G H T J 0 H N L 0 N G 2 0 1 2 CVRD STAIRS STREET REETAND ENTRY 138 S.F. 1) ALL EXTERIOR WALLS ARE CMU EXCEPT AS NOTED 2) ALL INTERIOR HALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. _ 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=3 1/2" 2x6=5 1/2" 2x8=7 1/4", ETC... TOTAL GAR./APT. SQR. FT. — 2624 S.F. 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. CVRD ENTRY 55 S.F. CVRD. REAR BALC. #4 417 S.F. STAFF 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM DRAWN BY: COURTYARD BALC. #3 45 S.F. (TOP OF) HOUSE SLAB/BLOCK. CVRD. REAR LANAI 786 S.F. 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH MECHANICAL RM. 15 S.F. THE DETAILS DONE BY OTHERS. CHECKED BY: 7) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 1ST FLR. LVNG. 2642 S.F. 8) ALL INTERIOR AND EXTERIOR FLOOR & SPEP FINISHES 2ND FLR. LUNG. 2726 S.F. DATE: SHALL HAVE A NON-SLIP FINISH TO MEET TOTAL HEATED/COOLED 5368 S.F. 10.15.14 T T�{ N T I O N ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. ALL WINDOW HD. HGTS. MEASURED 9) SAU BE PRAll WOOD IN OM M TREATED APPRONTACT WIT[I OPMATELY�FOR OTHE ECONDITION TOTAL UNHEATED 1318 S.F. SCALE: 1/4ff=1'-0" FROM MAIN FINISH FLOORS AS INDICATED AT ELEVATIONS, 10) G= GLASS TO BE TEMPERED TOTAL MAIN HOUSE SQR. FT.—6686 S.F. JOB NUMBER: NOT FROM GARAGE FLOOR 11) QE = EMERGENCY ESCAPE AND RESCUE OPENINGS 9310 OR GARAGE CURB TOTAL SQR. FT. 9310 S.F. 01 2wv REVISED: 12.31.14 DWG NO: A5 14 OF a 4- a A G dos ose 125'-0- -0 (REF) ail oxa ~~ o'C °3 a .a Z a a a1:� as „ 27'-10j" (REF) 95'-1 o 2—0 a n ~�4 @ O 6 a po �Cb qA F 44 E 87'-5 7'-8" o F a aoo u 48'-3�" 17'-3�" 21'-10j" 5'-8" 2'-0" z 5 a s 14'-114„ 10'-74„ 22'-84„ 8,-7 17'-11 j' ' » o .• -a °a = pq ' , 0a�a. 0 4a 7'-93 19'-10 " 2'-10„ 2'-2” 13'-7 2 -2opa 2'-10 " 9 8 2 1 1 �oa �a° o00 eon ui � �� P.F1 aw.,l 1 aw aw ------_ -----i C7 6 0� O d O C7 0 CD I ME O C E x 0 rn x 0`x" xo o coo xco O LINEAR o G�. �� a c /%'� ;`;� :J�` I dn ®ISA ®Iw SHOWER �`' "h CURB ®,�� , w O DRAIN q z 2 PLCS) q Q o ca DBL 2x12 (t ir <r li i to faa c0 A� 4» RAISE oq ...x � I OA Zw oQ zw zw I oA zw CURB w� �x CONT. VERT. (2 PLCS) F_-----i r -----i g„ 4,_2„ g o H co:], CQ CLI Cox �W F T ------� 1 r-----� 1/2 WALL o/ AR I I I I I I w/ GLASS o/ I I OR FUTURE SHOWER I I I I I ELEVATOR HD SEAT i� 1 ---- ---- J - ---- ---- ----- a IMINWM ------------------------- -- ----------n----- =====�---- \ SLP. I fLP. E', MIR. --- & SH R & SH-------------- L c'6, �� .� (10 I I LG. 000 x F--.I �.�./ O 1 r- _ _ �' -- ------------------- --- ----- _ ty'% — �r _______________ I _1 L /C Fi -----^--------- -------- 11-- 10' CLG. N , Z Z - �' U �, , 1 , , - =-=---------------;il �� h I ( ) ___ T BTH 2 7 g I '� OWNERS u i a �4o V HD. 2X6 (WALL HD. V ��N�, `U a r_ _ o I .- 1 - t -�-- _ 11 OT OT 1 OPTIONAL I I SLP. 1 --- ------- - •- - 1 DRAWER I O -1 I _ . 1 4026_FXD. z \ _ / I I W W.I.C C. - - - - - - - I- I ` a / I O 10' CLG. �3 I _I 10' CLG. S`IACK- to I UIP. I BY THERS I 51» 5 � I Q ,-� I ( O I HD ®. 8 AFF 1 ( ) ( ) _ _ ( ) II■I \` 2ND FLR. �" \ I / O / a r r-- r_ -1 I x a TUB AC ESS I I I ` ' I \ 9 / I rlcv I �t 1 11■1 - 'i ' ----- 22 N ., ^1 » �P >i T __ - , , ' _6» 6, 5» , 13'_11 " 12'-0" 7'-8" _ -_ ,11 » > »� , „ / » I . , » 1 1 .11 � ' r -- 1 2� �' 6 -24 10' 2 -0 I j Q F-•, If o'% - II 'I ------------ 2'-4 12 -6 ---4=� -- 2'-6 1 2 - 1 6 N -3 4'-0 I 4 -0 3' 11 I II If' 3'-6 - - - --H-;E _____________- S Oi"R -r ---- ■1 r��--- _ 1 - - - -- I 1 - - - - I - ' ��. N I I I DRAWER I I I- L c° 3 -0 - 3 Lo- (o L ' I VLT. I I VLT. I N 'f�1..,V. SHELVING`\, \ ' » . ■'- - - - - - - - - - I-r--�--r� �--r - 'r-• }}- - - - �- 4i -I- I ISLAND I r� En — --� - \ I L— __— _____- __�_J , .I W u I ala COVERED o o �- I L1 I ------------------ --- za I OWNERS o I W I r ------------------------------------ I 1 , 1 I I i W I / HD. \ _ _ DR WE :-ice �� I U I U 0 W ERS ' _ _ _ ,� r`�� Ur w If i I I �� ►� —O ST CK r----1�----1 f- ---I �, OWNERS I = SUITE 1° ' I ' STOR. II II I n 1 1 p o o r� n 11 0 1 1 , I t ,=,,., a O 6' __ _ I c� I - I�r I 1 _I _I o �J Z 0.1 f L---- 11 1 1 �: --- - 1 _ ' BA 0 NY I ' _ _ _ II I I _ - _ 4026_FXD. I I I I O I 10 CLG. v I m E-1 - -�- _ � _ Q I 1 I •W.I I.C. (10 CLG. : SEAT wr .- (10 CLG.) .-• �- - — II 11 HD @. 8' AFF SUITE I I I �M _ 1 DRAWER. BATH 1 ) r 1 1-'- I w, CD o w i� pa I � I (10 LG. ( ) � � H � 2ND FLR. F I I 1 (11' CLG.) 1 I (10' CLG.) I I STACK BELOW I I ( ' )�'`* 5 " 1 I I I 10 CLG. o (10' CLG.) 1 1 o I I I of - O r » II 1 I sr I , , > sr , s » , » , r » II I I I 1 14'-5j I I '_6' 5 -9j" 1 - - -4 1 -5 15 -10 1 -5 -2 11 -1'I 6 -6 I I I W y. 11 I I --`----- - I HI r,,„ `' _--- ' °•` „ 1; I I I I = EQUIP. ACCESS I I I I �— 1 �r T - W AB VE ELEV. DR. ( _ MIR. N STYLE) I ull I is ($AR t- Cz I VLT. VLT. ------ 1 ' 1 `` 1 ------------ r------ _ - ' LINE OF ROLL DOOR I I I �I 1 I ; -�,-------;T; ; J ALLI /�J-------_- \\ i I r ( R & SH cn I I ABV.HARDnR EOWNERSI I = I I I I �, I O SLP. ip 10 CLG. U rlcv , -+� I I I i i i F I I 4" ,� 4026 FXD. ra 1 ,/ a \ , » a , » U�. r ' FOYER I I a _ -- - - - - - I - - - _I I / �✓ N \ I - c'd1 » N 1 5 U 1 -5 - - 0, L I I �-- --------------------------� I HD C�. 8' AFF �--- � o � 1 -2� 'I ( G•) I I 1 III 2ND I - --»--_ ---- O , » » » 7 ,2'-4' » » CUBBI S in >,o X00 3'-9 " 1 'C 1 I 2'-11 " 18"I 2'-9 " o '"�''*'' 17'-11 " I I r I I I r I l III h E" 16 -5 �t _I 1 -6 2'-2 10 / / 5 -2 2 -4 5 -10 7 -0 r- 10 -6 , o ---- -----, f - `n N 9x8 SGD(�` ____ 1 ____ _______ ------------------- (10' CLG.) N N O -- j N - L' ---J-1 ---- ------- 1 N ---- 1 1 I II ,; , , ' -------- ,/ � °' 1 C -- - C 0 Y R I G H T J 0 H N L 0 N G 0 1 2 , , �o�' „ , , " - 5 » 7j" 1 o - ; (3) 3670 BUTT JOINT GLS. I ( \ Ij' t) r- 2 t 0 4' 10i I I -24' g _0 �, 7'-0j" , I --_ _, i ; ---------- HD. 01 8' AFF I P/i.. II I I It 1 I --_---------__' ; , 1 I {,irm�, _ L_V J - �4 - , » ' �� , n 7r �s, I ' IL-----------I 1 --+ 00 -----------, I 1 1 7�-g » I 6'-10 " j1'-9 '-6 PRINTER R OR AHU 1 AMC 2� , - o I I 7 4 � ; c� COVEREI�3 8 - II ACCESS - N ' - to I21 4 n ' r--- T--- --T-- -r--- T-- "----r--T---- I " - �} � , ; ; ; II ' I 1 1 I 1 , 1 I I 1 I I I I 1 , r-» I 5� » � , �» >, Q , >, , k I I SLP. , „ , I 'BALCONY ,_ ,,. , 1 II ' , 1 1 I I 1 I I I I I I 1 , I 1 17'-11 2'-11 3'—2 " 5 -24 / 2'-44 CQO 8 9 I / 'y'./ _--J I ' 3 - f-1: 3'-6» 1T-2" ' 8 0 I 1 1O' CLG. I I III I I I I I I I I I 1 I I I I I I I I T / G LLE RY 0 I 1 �_ = ► B- �B I 5060 FXD. GLS. 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FT. "825 S.F. v LOT SQR. FT. 12,973 S.F. OF LOT COVERAGE 37 7 GARAGE APT. LVNG. 1143 S.F. 4 CAR GARAGE 1189 S.F. NOTES: CVRD. STREET BALC. #1 85 S.F. E-► I...J CVRD. STREET BALC. #2 69 S.F. 1) AIL EXTERIOR WALLS ARE CMU EXCEPT AS NOTED CVRD STAIRS AND ENTRY 138 S.F. 2) AIL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. I . • 3) AIL WALL THICKNESSES ARE ACTUAL 2x4=3 1/2' 2x6=5 1/2" 2x8=7 1/4", ETC... TOTAL GAR./APT. SQR. FT. — 2624 S.F. 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. CVRD ENTRY 55 S.F. 5) ALL PLATE AND CEIIING HEIGHTS ARE TAKEN FROM COURTYARD BALC. #3 45 S.F. DRAWN BY: (TOP OF) HOUSE SLAB/BLOCK. CVRD. REAR BALC. #4 417 S.F. STAFF 6 VERIFY THE KITCHEN AND VANITY LAYOUTS WITH CVRD- REAR LANAI 786 S.F. MECHANICAL RM. 15 S.F. THE DETAILS DONE BY OTHERS. CHECKED BY: 7) AIL, ANGLES ARE 45' UNLESS OTHERWISE NOTED. 1ST FIR, LVNG. 2642 S.F. 8) AIL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES 2ND FLR. LUNG. 2726 S.F. DATE: SHALL HAVE A NON-SLIP FINISH TO MEET 10.15.14 ATTENTIONAS'T>d C1028 STATIC COEFFICIENT OF FRICTION 0. OF 0.6. TOTAL HEATED/COOLED 5368 S.F.ALL WINDOW HD. HMEASURED 9) `� WOOD IN CONTACT IM MASONRY, CONCRETE OR UM TOTAL UNHEATED 1318 S.F. SCALE 1/477 SIIAL,L BE PRESSURE TREAT® APPROPRIATELY FOR TIE CONDITION FROM MAIN FINISH FLOORS AS INDICATED AT ELEVATIONS, 10) (�= GLASS TO BE TEMPERED TOTAL MAIN HOUSE SQR. FT.—6686 S.F. JOB NUMBER: NOT FROM GARAGE FLOOR 11) �= EMERGENCY ESCAPE AND RESCUE OPENINGS 9310 OR GARAGE CURB TOTAL SQR. FT. 9310 S.F. REVISED: DWG N0: 2 D F P N 3 A.6 14 OF ROOF ATTIC VENTILATION AREA, CALCULATIONS NOTE: b goo (1) ROOF OVERHANG SHALL BE 3 -6' AREA TABULATION Aar o� Excerpt of the 2010 Florida BuildingCode R sidential R806 UNLESS NOTED OTHERWISE. � ��NO: a v° �'Co HOUSE SQR. FT. X S.F. 06.1 Ventilation required (2) ROOF PITCH SHALL BE 4/12 AND IS b o�4 bA o 0 7 NOTED ON ROOF PLAN. ADJUST PLT. HGT. LOT SQR. FT. 12,973 S.F. o ob 0.00 O Enclosed attics and enclosed rafter spaces formed where ceilings are applied AS REQ'D TO ALIGN FASCIA OF LOT COVERAGE X % Ra "oma �' A directly to the underside of roof rafters shall have cross ventilation for each o o A o V 3 o" separated space by ventilating openings rotected against the entrace of rain. (3) ROOF FRAMING TO BE CONV. FRAMED G w a p ,ob a a a 1/8 i atin 0p m s shall be provided c h corm n-resistant wire mesh, with WOOD TRUSSES SET ® ( )" 0.C.. GARAGE APT. LVNG. 1143 S.F. v b o 4 o a , 1/8 inch 130Y mm minimum -to 1�4 ins (6.4 mm) maximum openings. 4 CAR GARAGE L~ 0 4 0 o o -gH e s (4) ROOF FRAMING LUMBER TO BE #2 OR 1189 S.F. 0 0 R806.2 Minimum Area BETTER. CVRD. STREET BALL. #1 85 S.F. z °°o b CVRD. STREET BALC. 2 69 S.F. " �a �9" The total net free ventilating area shall of be less than 1 to 150 of the area of (5) -� INDICATES DIRECTION OF # a a o d '!-4 o the space ventilated except that the total area is permitted to be reduced to ROOF SLOPE. CVRD STAIRS AND ENTRY 138 S.F. pp 6 � o�o � was �q 1 to 300, provided at least 50 percent a d not more than 80 percent of the ( ) � INDICATES INTERIOR TOTAL UNHEATED. 4 � � =�a a� required ventilating area is provided by entil tors located in the upper portion CEILING VAULT. ED 1481 S.F. e, o�g o 0 40 0 8'-1 " PLT. HGT. of the space to be ventilated at least 3 feet 914 mm) above eave or cornice TOTAL GAR. APT. SQR. FT. - p ♦ O V 4 +1'-4 " FLR. SYS. vents with the balance of the required ntila ion ( ___= INDICATES FALSE WALL. / Q 2624 S.F. q provided by eave or cornice 7 = � >, vents. As an alternative, the net free c oss-ventilation area may be reduced to (8� INDICATES 2nd FLOOR WALLS. 0 4° a ;o o K �b +10 -1 PLT. HGT. to 300 when a vapor barrier havin a transmission rate not exceeding 1 perm o Q^ " o 0 g CVRD ENTRY 55 S.F. +8" TRUSS HEEL 1(57.4 mg/s m2 Pa) is installed o the warm side of the ceiling. R806.3 Vent Clearance 3 COURTYARD BALC. # 45 S.F . b Where eave of cornice vents are installed, insulation shall not block the free flow CVRD. REAR BALC. #4 417 S.F. 8; of air. A minimum of a 1-inch (25.4 mm) space shall be provided between the CVRD. REAR LANAI 786 S.F.MECHANICAL RM. 15 S.F. insulation and the roof sheathing at the location of the vent. Ventilation Required 1ST FLR. LVNG. 2642 S.F. 8'-I�" PLT. HGT. 2ND FLR. LVNG. 2726 S.F. -„ TOTAL VENTED AREA 0.0 Total attic ft. TOTAL HEATED/COOLED 5368 S.F. rJ +1 -44 FLR. SYS. q• +10'-1A" PLT. HGT. 0.0 _ 300 = 0.0 +8" TRUSS HEEL 0.0 x .5(50%) = 0.0 Square fooltage net free area req'd TOTAL UNHEATED 1318 S.F. Roof Vent Specifications (per manufa tuner) TOTAL MAIN HOUSE SQR. FT.-6686 S.F. 4'-0" vent-provides 1.0 sq.ft. net free space TOTAL SQR. FT. 9310 ---- 0 " S.F.vent-provides 1.5 sq.ft. net free space 8'-0" vent-provides 2.0 sq.ft. net free space 0- CQ 10'-1 " PLT. HGT. � a W� �O• I+ Ol ` ,OVents Required W OU+1'-44" FLR. SYS. Er,_ 0 4'-0vents ® 1 sq.ft. =0 10'-1 PLT. HGT. "-4 co PLT. HGT. -0" vents ® 1.5 sq.ft=0 -1 PLT. HGT. � Z L ' 10Co O +8" TRUSS HEEL 8 -0" vents ® 2 sq. ft.= 10 -1�' PLT. HGT. Co I. FLR. SYS. ' " FLR. SYS. I I � + 0'-1�" PLT. HGT. ' 4 +1'- ' FLR. SYS. 14 -1,0.0 Tota sq.ft. net free area provided +10 - " PLT. HGT. 0 �8� TRUSS HEEL +8 TRUSS HEEL +10'-1�" PLT. HGT, pxC\2 C\2 �3 -6" VENTILATION NOTE: +8" TRUSS HEEL O TYP 0.H. ALL LIVING SPACES, COVERED AREAS, GARAGES AND PORCHES TO BE 4- OPEN CELL FOAM INSULATION ►4 O O Z---- ------ � I--�E--3--. _-------- -_--�i--(�--1-_- 3 -64 - M Cv/ T 1 rl'1 �O`OO TYP 0.H. o Z c0c0 O 'I 0 ro C5 -------------------------------- ----------------------------- --- --------- --------- igz=----------------------------- --------- ------------------ ---------------L pOWNERSBTH 4 ---------------- BATH#2 ► / WI.C ,--------------------------- -� 10' 7 rFH+,i I T1 (�1-,0' CLG.) ` --�------ I \.)E EV 1 I 1 I I I CLG.Ijo Ia ------- II II _�_____ r�' `�:. III LOPti4E ;1I IL --IIL-----1III-IP�/-/L--\\--II - L�1r1---LOPE --I III II II -04-W--WN-E-R ;LVLT. q•------------------J I I - --'�-.-1----------------------- --------- J I 0. ------------- - JII IIIII I,1 "oo ® OWNERS L SLOPE RIDGE 0 SUITE w .^a � IIIII I II RIDGESLOPE - - - ,a 114 V2 (10 CLG.) 0SUITE r-w- =-i W. 4STOR.(10' CLG.) VLT. SUI2 (0' CLG.) ,ATTIC (10' CLG.) . (ACCESS COV ERE Di (10 CLG ) VT- 10CLG.) RIDGE OWNERS RIDGE RIDGE I------------- r-------------- _````� BALLONYSUITE 5 (10' CLG.)(10 CLG.) OWNERS SLOPE o FOYER -----V2 ----------- (10' CLG (10' CLG.) SLOPESLOPE ------------------H SLOPE ------------- L. 1I11 r1lI I'i . ATTIC ACCESS BALC. qtr. I I �rA ---------- --- ---- ., I1III ---- III1 WIC 1,SLOPE E ; ii(10 CLG.)rx(10, CLG.) 1 1 w a iL------------� O �TECH CID COVERED o F---T-_T--T--T _T T--T _T-_ I -T_ _T-.TI __ I - STUDY 10 CLG. BALCONY 10CLG.2 STORYCALLER LOP1E 10' CLG.) RIDGE RIDGE SLOPE SLOP GREAT Li FALSE ROOM -- ------------------2 STORY CLG.)ECH. CLOSET 10 CLC. SLOPE -- --------,---------- III ' y CC''2 ------- � I--� - ���4 r�rLl-y1LI�':II;III rII11uu--1nI;nII11`u;InnN;1 I ;I+1 i,III1 I r�-=r"•--r,_�-__---_--�-�_-+,I iII 11II'��IiLirIII�,LIrI_-�---4-'_-,--��.'-ti-,--.4_G_J�1,JII1Ii11;1;iIIiII111Jii.'iiI��- iIIII,iI I �;I ti(�4`t,A 'I yi"IiI�III1IiII IiI-1-'.-W:--W--Wi-�W---�-')-I1ii'1iiI1I1-11IiiII1 1II1IIIIiI -i,IIIIiIIIi--_SLP i ;1 -J1I;i1II IIiIIi ;il - IIIIII�IIIIII ---- ; 1 -_1 I -- 1 (1III1I ,IL; L----------- ----------'-- ----JIIi1Ii,IiI 'II j I,,III ',1II ' ; I I ,I iII r ^, > 2 ; 11 � ;Lk W=� T--------T------RIDGE - TSLOPE L----- SLOPE W. 0 -------- 21---------L ------- L__ (1 CLG.) 0 ,-a SLOPE 1_4 ca \----- ----------- ICTT L PLT. HGT.COVERED +1 -4�" FR BALCONY SYS. � +10'-IA" PLT. HGT.O (10' CLC.) --'' +8" TRUSS HEEL VLT. UITE JV ------1CSLOPE C E FALSE WALL (VLT, CLC LIVING (10' CLG.) I SLOPEp 0 -1j" PLT. HGT. E 19 LOFT 14j' FLR. SYS. SLOPE VLT• VLTw +10.-1A» PLT. HGT.o EXERCISE w(11 CLG.) I Q, +8" TRUSS HEELao BALC. ' (10, CLG.) 10' CLG. Ul co . 'NSLP B(10' CLG.) ------------------------- ----- _--__--_-- T---T---T__________ I L----------------------------------------------------------------------- L_-___-__- I --------- --------------------------------------------------------------------------_--_--------------- L__________J L__________J L___ __ Ji 3'-6 ------------1___ ALL PLATE HGTS. ARE TAKEN TYP. 0.H. FROM THE SECOND FLOOR SUB-FL OR FROM THE TOP OF THE MAIN 77 HOUSESLAB/BLK (FIN. FLR.) 0 -1j" PLT. HGT. SEE +1'-44" FLR. SYS. ELEV EXTERIOR WALL SHEATHING +10'A" PLT. HGT. +8" TRUSS HEEL (WRB) WEATHER RESISTANT BARRIER ROOF FRAMING LEGEND: MTL. ROOFING TO SHED WATER AWAY FROM ROOF VENT PER SPEC. 2 5x5 FLASHING w/ KICK-OUT (WRB) OVERLAPS THE 5x5 FLASHING INTERIOR BEARING WALL OR RAISED KNEE WALLS>. HGT. PER SPEC. 0 -1 PLT. HGT. FROM FIRST FLOOR BEARING ROOF SHEATHING WALL8 -1j" PLT. HGT. +1'- " FLR. SYS. +l'- " FLR. SYS. FALSE WALL (TYP FRAMED OVER DOUBLE MEMBERS) +10'-1A" PLT. HGT. +10'-1A" PLT. HGT. +8" TRUSS HEEL +8" TRUSS HEEL FASCIA HEADERS - ENGINEER TO VERIFY HOLD BACK FASCIA BEAMS, DOUBLED TRUSSES, OR GIRDER TRUSSES BYAND DRIP EDGE 2" OTHERS - PER MANUFACTURERS SPECSFROM FACE OF WALL METAL DRIP EDGE DRAWN BY: STEEL MEMBERS STA OUTSIDE FACE OF EXTERIOR WALL 8 -1 " PLT. HGT. OCONCRETE LINTELS CHECKED10 -1 PLT. HGT. BY: +1'- " FIR. SYS. +1 -4j" FLR. SYS. Y EXTERIOR FINISH • STEEL POSTS PER TE:+lO'-1 PLT. HGT. +10'-1�" PLT. HGT. 10.15.3 ' -�I .1�00�4n +8" TRUSS HEEL +8" TRUSS HEEL WOOD POSTS SCALE: OUTSIDE FACE OF w ROOF JOISTS OR ROOF TRUSSES BY OTHERS EXTERIOR WALL PER MANUFACTURERS SPECS R: 9BEAM, JOIST, OR TRUSS HANGERS L 8 -1j" PLT. HGT. 8 -1 " PLT. HGT. 12.31.1/4+1'A" FLR. SYS. +1'-4 " FLR. SYS. +10 -1APLT. HGT. ' 4 1 +4'-5" TRUSS HE 0 ' LT DWG NO: +8TRUSS HEEL KICK-OUT FLASHING SCALE: NTS 1 1 4 1 , T. �t1 A.10 14 OF - c O T e p o B o o. wo °o o'Rw .a 13 ww o T: y QQaO O T. .p ��o bpO p7 AL METAL FLASHING METAL FLASHING . c wy0 O.�r o OVER FLOORING 0 R FLOORING P Q p Q 0 p y O p DER THRESHOLD ® p- oA� o qq W Qo° ��^ va Gq (CARRY UN CARRY UNDER THRESHOLD ® 0 .:P. 0 o U' 2 X SOLE PLATE DOOR 2 X SOLE PLATE } HYDRO STOP TYPE z o 0. r A. a HYDRO STOP TYPE D OR o o g ti P p� o d s b o WATERPROOF MEMBRANE PROVIDE BLOCKING WATERPROOF MEMBRANE a2 o d r 5 BI`WN STUDS TURN FLOORING ® DOORS OVER FIBERGLASS MATT TURN FLOORING ® DOORS OVER FIBERGLASS MATT UP TO THRESHOLD OR P TO THRESHOLD OR TOP OF SOLE PLT. TOP OF SOLE PLT. v o-o o o u d --go ^~`o 0 O 0 O.O^ O ppA 00 ❑�Z Iw Q'10 .w O 0 v ALUM. SAVE DRIP r————————— ALUM. EAVE DRIP PROVIDE BLOCHI p p a� e o g[p a p p BTWN STUDS RE 2 X2 P.T. EAVE TRIM I BLOCKING AS RE 2 X2 P.T. EAVE TRIM BLOCKING AS g< P 0 1X P.T. RIM BOARD 1X P.T. RIM BOARD ~� 0. A o �� �090 (2) - 2X TOP PLATE 2x12'S (2) - 2X T�OPPLATE— 2z 12'S 16" O.C. 16" O.C. 1/3 DISTANCE CUT FOR CUT FOR EMBEDED 2x12 1/4" SLOPE BEAMS SIZED FLOOR JOIST 1 SLOPE UTILITY CHANNEL BY ENGINEER w/ STOPS UTILI CHANNEL 2 X STUD WALL BOXED COL. SIZED 2 X STUD WALL VINYL SOFFIT BY ENGINEER VI SOFFIT PER BUILDER PER BUILDER H Q � � STANDING SEAM BALCONY SECTION TYP . CANTILEVERED BALCONY SECTION METAL ROOF COLOR �+ E' � r- co � O TYP . TO BE SPECIFIED w � co � z SCALE: 3/4" = 1 '-0" SCALE: /4" = 1 '-0" BY OWNER) Q CIO i 1 0 0a w 44 � ENGR. WOOD TRUSSES ►-� x Q0 ® 24" O.C. f4 1 1 a ooz 12 PEEL & STICK ON 15/32" CDX � ��~ OPEN CELL FOAM ., 4 ROOF DECKING o Z ROOF SPRAYED < INSULATION (R=20.4) METAL STRAPPING q AS SPECIFIED BY O W SEE ELEV EXTERIOR WALL SHEATHING ENGINEER W 2x4 BLOCKING & 2x4 RETURN (WRB) WEATHER RESISTANT BARRIER TOP OF PLATE 2x4 BRACING IN CENTER KICK-OUT OF TRUSSES ® O.H. TO SHEDSHING WATER/AWAY FROM HOUSE PT. 2X2 CAP W/ ALUM. MTL. ROOFING " PER SPEC. 2 (WRB) OVERLAPS THE 5x5 FLASHING EAVE DRIP >. HGT. PER SPEC. ROOF SHEATHING I " / i 1/2 GYP. BD. 2xUMINUM FLASH D G I _(SEE ENGINEERING I (2) 2x6 TOP PLATE I UN-VENTED SOFFIT FASCIA HOLD BACK FASCIA AND DRIP EDGE 2• _ 1/2" GYP. BOARD UTILITY FROM FACE OF WALL METAL DRIP EDGE I CHANNEL 2" HARD COAT FOAM OUTSIDE FACE OF EXTERIOR WALL FRIEZE CONTINUOUS - o EXTERIOR FINISH FASCIA PER PLAN o O 2" F- �f` W Q r w OUTSIDE FACE OF w EXTERIOR WALL J w w 2x6 STUDS @ 16" O.C. w U) z ( 7/8" CEMENTITIOUS VENEER ON FELT OVER KICK-OUT FLASHING _� - SCALE: NTS - I 1/2" ZIP BOARD( E I (SEE ENG. FOR NAILING PATTERN) S.Y.P. 2x6 SOLE PLT c}'� WINDOW INSTALLATION (METHOD A- 1 ) WINDOW IN "+TAyLLATION (METHOD B - 1 ) (� 3/4" T & G PLWD WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE;BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. SUB—FLOORSTEI R-19 CELLULOSE INSULATION FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE FLIkSHING APPLIED BEHIND THE MOUNTING FLANGE. - �I NAILED & GLUED SECTION A (S WATERSTARTING AT THE B FASHION. SECTION A _ —=# ��i�_.1�) NOTE: SETBACK FRAMING 1/2" P THE WALL AT THE BASE OF (IN WATER SHEDDING FASHION, T""°"G"WINDOW JAMB FROM FACE OF CMU BLOCK THE waLL x wo"wNc TOWARDS THROUGH WINDOW JAMB STARTING AT THE BASE HI THE TOP.INSTALL THE NRB THE WALL d.-WORKING TOWARDS TO THE FACE OF THE s t SHEATHING. UP WITH BLOCK BELOWSO WALJ, SHEATHING _ l THE TOP, CE OLL THE wR6 SEALANT BEAD TO THE FACE OF THE BEHIND MOUNTING ,.d ®APPLY SILL FLASHING � --'.e .. SHEATHING. FLANGE p d- APPLY 50.1 FLASHING - d APPLY JAMB FLASHING - '•d \ APPLY DEAD OF SEALANT a - APPLYDEADBEAD OF SEALANT - a. --. _ AT BACK OF WINDOW SEAL THE WINDOW FRAME TO AROUND THE PERIMETER OF .4 FLANGE d SET WINDOW USING OPENING. APPLY A%'NOM. THE BACK F WIND(INTEOW CR a A. PAR HEAD SCREWS TO SURFACE)of wINDDW 16" ENGR. FLOOR FACILITATE INSPECDON. DIA.TO THE BACKSIDE MOUNTING FLAMM `\ (NTHRHDR)OF THE YANoow I TRUSSES C� 24" O.C. O ®APPLY BEAD OF SEALANT AT FLANGE,IN UNE WITH ANY IMMEDIATELY INSTALL WINDOW NR8 SIDE JAMBS. EXTEND 8 Jr PRE-PUNCHED HOIFS OR SLOTS FLASHING USING PAN HEAD SCREWS TO cl FLASHWHC FACILITATE NSPECl/CK WEEP SCREED TO �CONNECT APPLY JAMB FLASHING T BEAD BETWEEN SEALANT BEAD BETWEEN AFTER INSTALLATION 7 8" FINISH OVER WOOD ®JAMB FLASHING FLASHING AND MOUNTING ®APPLY DEAD CF SEALANT APPLY BEAD OF SEALANT APPLY CONT.SEAL TO THE MOUNTING FLANGE ACROSS THE FACE OF MOUNTING FLANGE AHD SEAL ALL CORNERS OF NOSING . AT HEAD FDANGES AT THE TOP(HEAD)AND MOUNTING FLANGE AT HEAD ^ FLASHING. MECHANICALLY JOINED TO 5/8" FINISH OVER BLOCK DAPPLE HEAD FLwSFING SIDES(JAMBS)OF WINDOW. EXTEND ® QAPPLY HEAD FLASNWC TArrtY A NOM.DIA FRAMES TO SEAL FRAME SEALANT AT JAMBS 8)r ABOVE ; BEAD OF SEALAlIT TO THE SEAM JUNCTURE ®REMOVE PREVIouSLY APPLIED THE RO-AT HEAD.EMBED JAMB ��yOVE PREVLOUSLY APPLIED TING FLANGE AROUND OF TFE 1/2" GYP. BD. TAPE AL1O)N1NG NRB TO LAY EJ NG INTO SEALANT AND NAPE,ALLOWWC WRB TO LAY MOUNTING FLANGE I FLAT OVER HEAD FLASHING. FASTEN IN PLACE (FLASHING FLAT OVER HEAD FU9iING. THE F1TT!!E PERUHETErt 3/4" PL OO 2x8 PLATE W/ APPLY NEW SHEATHING TAPE GOES OVER SEALANT}. APPLY NEW SNFATHING TAPE PLACE BEAD N UNE NI7H ' • �- CUT_SEE DYER DIACONAL CUT_ SEE ANY PRE= CTED HOLES FLASHING AT HEAD EXTENDS SUBFLO •-1 :. I TIE—DOWN PER ENGINEERING O�DIAGONAL SECURE WRB DIAGRAM.: OST sols: I"BEYOND JAMB FLASHING. DIAGRAIL .. AT HEAD 10" WOOD TREADS m HEAD FLASHING AND RISERS HERIZ. BOND BEAM I' APPLY A CONT.SEAL ALONG BEAM W/ (2} #4 CONT. -'I-- FTASHING AT HEAD SECURE WRB S( MOUNTING FLANGE AT THE EXTENDS I'BEYOND O HEAD HEAD. FLASHING GOES OVER - I ® JAMB FLASHING. MOUNTING FLANGE. EMBED ( BOTTOM OF HEAD FLASHING $ OHFAD FLASHING ® AGA NST SEALANT(FLASHING BEAM-/ EMBED BOTTOM OF THE GOES OVER SEALANT). HEAD FLASHING AGAINST I EXTEND HEAD JAMBFLASHINGFL THE PREVIOUSLY APPLIED BEYOND EACH JAMB FLASHING. • -_�PLACE- SEALANT(FLASHING GOES FASTEN"' STRINGER ±7.50" - '' SEALANT o Ev SEALANT).+ BEYYOND BATTEN ®VERT.6" O.C. •'j� 5/8" CEMENTITIOUS FINISH EACH JAMB FLASHING. ® FASTEN IN PLACE ,al -- A ±7.50" ®JAMB FLASHING •.'n + EXTEND,,,�Fl,�,,,H,G A INTERIOR VIEW _ FOIL INSULATION -. I:� 8" CMU. BLOCK WALL ©JAMB FLASHING A FDus+NNG EMS TOP LEFT CORNER OF WINDOW 2x4 PT. ZO ON FURRING STRIPS ttL���111 EXTEND LAP FLASHING JAMB FLASHING B YF VARIES TO OVERLAP SILL INTERIOR VIEW (zzouu)'ABovE ROUGH g• FLASHING. EXTEND TOP LEFT CORNER OF W1NDO J OPENING AT HEAD. SEALANT JAMB FLASING 81rt• APPLY TAPE AT > -. W ABOVE ROUGH CORNERS TO ® w ac"�TOPOF��' S SEALANT TEMPORARILY HOLD PLA J JAMB FLASHING /I UNTIL WRB IS APPLIEDD• ,s aD FIRST FLOOR TO SECOND FLOOR I'� UNDER THE FLAPOF wRB EAD.SEE DIAGRAM. SIl FLASHING ® SHAH ANDADJUSTWINDOW TO ACHIEVE SQVARE,THE Vl� w - `- ..- PLUMS.AND LEVEL WIIDNICYt USE GDRROSIDN - w SHWA AND ADJUST WINDOW 70 ACHIEVE SQUARE. ® RE95TANT FASTENERS FASTEREN II SPECIE PER STAIR DETAIL PLUMB.AND LEVEL COND+I11OW USE CORROSION O WIFDow MAr0.1FAC1UF3fR FASTENER SPECIFlCAHONS ® RESISTANT FASTENERS. FASTEN WINDOWS PER ( WNDOW MANUFACTURER SPECIFICATIONS a, (WEATHER RESISTANT O I (WEATHER RESISTANT BARRIER (�Igg� 1/2" GYP. BD. s BARRIER (NRB) AT A 45 DEGREE ANGLE CAREFULLY CUT THE AT A 45 DEGREE ANGLE.CAREFULLY CUT THE BARRIER ON ,NE SAFDIAGONAL GENTLY RAGE lH BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF TIE BARRIER UP AND TAPE THE � •I-: TOP EDGE OF THE BARRIER UP AND TAPE THE TOP SURFACE:ANDABOVE. CENTER TO THE EXTERIOR VERT. DOWELS TOP CORNERS AND CENTER Ta THE EXTERIOR NRB SURFACE AFUOVEA I.- SEE STRUCTURAL � / WRB SURFACE ABOVE NOTE '' _ ENGINEERING NO WRB.RE'4IRED1 O CLLU-EXTER1011 .•I' No wR e.REOIRED o C.M.U.EXTERIOR RAILING TO RESIST 200 LBS. LAP REBAR MIN PER SQ. FT. MIN. ^'I 25 BAR DIA. m HANDRAIL 1 1/2" TO 2" DIAMETER 4" CONC. SLAB W/ I VERT. DOWEL SEE STRUCTURAL WRAP WRB �0 00�- .� NEWEL POST, � < ENGINEERING O INTO OPNG. 02 WEATHER O SAFETY TERMINAL, `� ; ♦♦ WEATHER RESISTANT BARRIER VOLUTE, OR TURNOUT � WRB , OVERLAPS THE 5x5 FLASHING FINISHED SLAB 45'�, � CUT AND FOLD 5x5 FLASHING CUT / -' TO FORM KICK-OUT AS TO SHED L '' WATER AWAY FROM HOUSE I SEE ®® ♦ WRB , ELEV \\ 6" STRUCTURALFOU \ I ATION MTL. ROOFING , ♦ (SEENSTRUCTURAL rRm PER SPEC. 5x5 FLASHING J TEMPORARILY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLDw/ KICK—our ENGINEERING) REMOVE BOTTOM MODIFIED •J• PER MFG. INSTRUCTIONS. x HGT..PER SPEC. 1 Tb SHED WATER WRB FLAP CUTIN WRB INSTALL DOOR, SHIM DOOR TO LEVEL 00 PLUMB AND.SQUARE DOOR TO OPNG- METAL DRIP EDGE ` t PILINGS 4" MAX GAL, -I (SEE STRUCTURAL FASCIA r4r ENGINEERING) r: STAFF 6" MAX. GAP "� DRAWN BY: 12" I I ��� 4' CHECKED BY: ®® ®® EXTERIOR FINISH PER PLAN ' /r 7 . CHECKED �FTc T 110.15.14 ®® I GABLE END TRUSS r' DATE: ®� ®® II �� TYPICAL WALL SECTION ry .L � r, .�, � SCALE: 1/4„ RAILING DETAIL I, APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10• LWOLD TOP FLAP AND COVER DIAGONAL 1'-4” _ S C ALE. 3/4' - 1 ' 0" OF DOOR TO DOOR FRAME TO WRB BEYOND DOOR ROUGH OPNG. CUT IN NRB WITH SHEATHING TAPE _ JOB NUMBER: EXTENDING 8\ ABOVE DOOR ROUGH SCALE: N.T.S. 1 0 oPNc. REVISED: NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH AND FLAT WITH A J-ROLLER. EXTERIOR DOOR FLASHING SCALE: NTS GABLE HIP RETURN FLASHING SCALE: NTS DWG NO: C T 1 0 Alt 14 OF 00EXTERIOR FIXTURE SCHEDULE ELECTRICAL LEGEND x O FIXTURE FIXTURE FIXTURE BULB MOUNTING THERMOSTAT QTY 11OV DUPLEX .. PUSH BUTTON TYPE MODEL TYPE TYPE & HEIGHT "gs waaaoU aaAox� NUMBER INDIG. HGT. A.F.F. 0000 CHIMES LED STEP WL-LED100D AMBER, 610NM, 3.9 RECESS IN WALL; 6 TO 12" 15 T38 O SPEAKER H 4 0 o a WATT, 68 LUMENS ABOVE FINISHED FLOOR o p o >p b o 110v 1 SIDE SWITCHED ® IRRIGATION z b °°o b POOL LOGICHAYW4D COLOR SPLASH 3G LED UNDER WATER ❑ INTERCOM PANEL a s n o x LIGHT -- SP0 27S 4.0 POOL 1 wp WEATHER PROOF OUTLET 4 `°` P,-, y SP0527SLED30 ORANGE 42 WATTS SIDE WALL MOUN ED I� O VOLUME CONTROL ��°o ns . a i SPA COLORLOG CA4 0 SPA COLOR SPLASH 3G LED UNDER WATER/ ® 110 FLOOR OUTLET �� „° t=o- LIGHT SP0535SLED30 ORANGE 42 WATTS SIDE WALL MOUNTED 1 110v OUTLET ON GROUND cp Q� TWO WAY SWITCH as o g. 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EXTERIOR OUTLETS TO ....... ........... 2) ALL BE "GFI ______ ............-.� GAS TANK NOTE: �����••••':. �� C N OTE� 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 80 GAS TANKS TO BE ATTACHED - - 1 A/C UNIT TO BE ATTACHED OF NFPA 70A AND HUNG OFF OF GARAGE STRUCTURE i / i i�a i AA�N`�D HUNG OFF OF GARAGE STRUCTURE AND ABV. BASE FLOOD ELEVATION I /,?.� ,1 I / :.... LY, ,P\\\ ; AND ABV. BASE FLOOD ELEVATION { GASGAS _ -- ` r ._% i _ .......... : -----4i-------------------------------- --------------- ------------- - �1-------------------------------------- --------------------------------r�--------------- -------------------------- --------------- ---------- M11IM111111 1111 1111111111H 111111111111111111 11H =iln'--= -------------------------------------------------------- ----- ----- T-----------------C==== ___-_ ----------- I '.'1 rte♦ .�-, r:♦ -_- -— 3-————————— , I T------- T----------- -.-1-- �� \\ , —— .-•..................i 1 I i , , , r________- __-.1 R_____-__--,1 I' I " 11 �\ '� .i\ \' 11 , }__________T________r_____________________ ------------------ -- 1__________________-____J_-___ ' 1 9x7 OH --------- I ' ' `� '1 I I i�\ 1 li �`\ i \ i i P ------ ------------------- \ , 1 T--�------------ --r----- , I I I I I . . 1 1 I //� \ J l '' \\ //� \ J t �' \\ 1 r--------- :r I /I I 1 'i .`\ ' I , `♦ + / I I I�'- ; ' I N CA 1 r--------- �I I 1 , ♦ , __________________�I I , \ r_�< ♦ r_�c 1 1 / \ I , Y` I R ----------------------------------------- 1 I I I I 11 11 ,x� I I' 1 1 J/ IL--�1 i I 1 M ----------- ' ' ' ' I 11 1 1 ` II 1' I 1 11 ,rc_ r-- t 1 L---<♦ ,r--..L_-� n---J--- ' . 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HGT. A.F.F. CSC CHIMES .09 a o d ' 15 qas O SPEAKER o p,3 LED STEP -LED100 WATT, IRRIGATION 68 LUMENS ABOVE FINISHED FLOOR 110v 1 SIDE SWITCHED z a 0 ; ® w b \ I / HAYWARD a� t d o p \ r POOL COLOR SPLASH 3G LED UNDER WATER/ CJ INTERCOM PANEL s x � LIGHT COSP052 IC 4.0 POOL ORANGE 42 WATTS SIDE WALL MOUNTED 1 WEATHER PROOF OUTLET sus , Hs d SP0527SLED30 �+'P O VOLUME CONTROL w o g 'V..a o p,t \\ I /i SPA HAYWARD COLOR SPLASH 3G LED UNDER WATER/ ® 110 FLOOR OUTLET � ,a� �4 COLORLOGIC 4.0 SPA T 1 110v OUTLET ON GROUND o° a� & Qy � LIGHT SP0535SLED30 ORANGE 42 WATTS SIDE WALL MOUN ED Qp TWO WAY SWITCH d 3W LED AMBER HO TURTLE WALL EXTERIOR MOUNT II GFI FAULT CIRCUIT Q a Q WALL PROGRESS LIGHTING " 220v OUTLET n�� o SCONCE P5712-30 LIGHT; WILDLIFE CERTIFICATION DOWNWARD ONLY, 12 MAX. 12 T �3 THREE WAY SWITCH o a #2010-026 ABOVE FINISHED FLOOR ® GARAGE DOOR OPENER Iwo ti CEILING MOUNT il'-4" ABOVE q coo a FOUR WAY SWITCH B406P-WH w GROUND ON FIRST FLOOR RECESS BLACK SEA TURTLE SAFE PAR 20 AMBER ALONG WITH 8' & 19'-7" 12 DEDICATED OUTLET CAN LIGHT BAFFLE TRIM LED; WILDLIFE CERTIFICATION ABV. 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I lE" ; -1 I I ice+ �O� (ltl CLG.} d I I I �' I 7R" I t a „ ,1 r „ 1 „ ' 1 „ t „ Q 1 7, , f rr r r 1 ,1 t " " f I! 0 2'-01 1 4-0" 5 =0 13 -4 1 1 Oi 3 -6 w 7 -0 11 -4 I .n 4--0 10 -0 12 912 j ; 29 -3 ] 7 4 11 - 18 -0 "� cD E I = 01 d COVERED m i_ " I I I I L--_ ----.-...------- - ---- -- - --� I l ,rG�rs `° ( VE E S 1 1 - ? I I ] 14 0 4'-4 1 4-0 9 10 4 -10 I t 7 -�): 20 -8 ' I I -�----_ - ! I (9 SL P D LG. _ _ s I I c IT u c � — iT —i o ' I la � 3,-7n 4,=� -- a I I I - `° 1'- 9 " 2'�_4JI i I I r� ,. ^�`�, N I _ , .; PIOPOSD ------- -- FoH� ` ,.r 1 = �, I I ! 1. 'I 2 STORY ! 1w! -------_--- I I ! REF. f I I ] �' R O �T' � Cf�' `� SUNKEN ] ---------- SPA ------------- -CA,=, , SIDE MOUNTED I ER i i "' j / „ - - '�' ++ I Q °° G a V RED - - METAL RAI G- I /' STEPA_ I N 1 . � x rn I I FRAME 10 o � �' ��� GREAT I ► I`D! L- ----� In c -- II I ,, N " a I �. I (MAY DI \ ,-. FOR 12 x12 - Ij I _ 1 CVRD 10� t I FRC?M SHOWN) 1 R"� GSI I HB. I z Q � FINISH S R,' v � j ROOM fI�1 --- Q 0 0 = BIB. ,;4 , �, � iv COLUMN �TYPI �/ I IQ I I xR; fF-I I y s` LINE F CMU BLK I UP 20 (10 ) (2 STORY CLG.) !�, L, I�l 1 I 1 n z� pA `� I1 gyp` 2" I ] �' �- is _ I 1 WOOD TREADS I tq (11 CLG.) Irx,l _21 - -- q pQ o 0011 �6 N Q LINE OF 2x FURR STRIPto w/ OPEN SIDED I co 101 wo FORMED & z 1 l TREADS C +_7.5 I I LQ' a1 �• I 1 A 0011 I t POUR PAD & I �� I 480 r;� I I I-4 1 I �`� BLT-SIDE ;: I I4•b LINE OF FLR.I ABV. t I 1 va I I I I STEPS AS Ply I I + mow I i I I REQUIRED _ _ _ _ ] R & SH - + s (2 STORY CLG.) C1'� I vl o t� i� i+} = `r `—- — — !d' 5 - act=~ l REF. Il l LIVING � � ,. . .....: .. �.: ,_.,.. .._..._._. ' I ! I I �• ] �T T V .=,�•, -- - v'' �- 11' CLG. fi.—•.!.- . t c�C� x I UNDER I I a, a, cn o -v> _1 S 1 V 1 <- - tJ� :- iv ( ' ) r a �P4 L__ CAB (10' CLG.) I ] (10' CLG ) -�1 �p ] CF) N 41-1J" 3,-0„ 12' $ ,. OOL c MEDIA I I I I l � � � (11' CLG.} � 1 I _ 120_80 Si7D. _ I Is 1 _ £ =- I 11 �I CVRD RECESS SGD TRACK(T) I — » E` (11 - I ' PROPOSED r 01 I `� I � /-�>� rra 14'-1 " 7 " cn"rn 3'-11 �3 � U 2'-3 I Il,- , » d 6'-10 ,. ,-. { Q -a 2 a .. 5 -a j 51-030 1= I POOL �`� BALC. I �; 2 - I ��� �I I (10' CLG.} OUTLINE OF 2 � I 1 D. NICHE BELOW 1@1 I l .=,�, TAIRCASE B I I I I i� �I I » _I i I BUILT IN ' `io �' F I-4 V_ I e Pao " ' . 1.,1 4a^0„ � 23,-1„ rn ] (BY OT ERS} fro _l — I z 1w1 A I D. N BTH. - 1pt � u R 10' c ( } STOR. Jri �+ 1F >Y� ]vx IU1I I. 11 CLG, iQ , .yci I I C%2 � I •,''` ,rr ` • ' •'' ``• r I I .(`• ;:' ' r `'.I HEARTH/SEAT '`1' Y ` ID �4 Y � A A •-1P} i ♦ 5 f ';i 1 `, I ! I �-�•� D ,i r Y v ! fel I I I I I � ���,�� - BASE CAB I K S I BASE CAB W C - 1 r I I I / � ::�.: ". 4 to 11 0 �+�+ I / I / v N f ACK BUILT-IN I GAS BUILT-IN _ f I ] I I (BY 0 RS)N BIB• x'.' (BY 0 ERS) STEP o I L_-- -- N I STEP N --- - --- '' tia IRAN OM TRAN QM _ 1 "1 I I I l l I no 6' Q DIRE _ I I I I I l I I ] I I I rn E I I rn d'O VE . po I� ] rn ---. J WALL t' ] FODCTURE �� � I � \--SOFFIT �} 8'-6" AFF. I ROLL-IN •' D z„ SHOWER w 2" I--+--I /C SS REE , I INTO I I <c l 1 f I us FOUNDATION F �a I w x C " o �0 I I z toZ 00 co ioQ «axe cm _r CO® pR o COX I� �xlq 6 —10` 7 3 2 —5 5 —fi 2 —6 2 —6 2'-6 21-600 gt » , » r , �' 5'-0" j" 5'-0" � 1'- 4'-8" 2'-0" 61-6-0 140-0" 4' J"„� � 14-1� 4'-11” 1 -11 g -0 3 -3 6 -10 4'-0" 24'-6" 28'-6" 14'-0» ;i9'-2" 21'-4» ' -- - 3 ? op 2,—O» K 4.. "AREA TABULATION LO � � HOUSE SQR. FT. 4825 S.F. LOT SQR. FT. 12,973 S.F. L, 0 L A N OF LOT COVERAGE 37 1 GARAGE APT. LVNG. 1143 S.F. ? 4 CAR GARAGE 1189 S.F. -n f � J O H �� � L �� 1V l� � � 1• � NaTEs � CVRD. STREET BALC. #1 85 S.F. /r O P Y R I G H CVRD. STREET BALC. #2 69 S.F. 1) ALL EXTERIOR BALLS ARE CMU EXCEPT AS NOTED CVRD STAIRS AND ENTRY 138 S.F. 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. 3) ALL MALL TMCRiESSKS ARE ACTUAL 2x4=3 1/2' r--I s 2x6=5 1/2" 270 7 1/4 ETC... TOTAL GAR./APT. SQR. FT. -- 2624 S.F. 4) THE SIZE AND QUANTI'F'Y OF ALL EXTERIOR STET'S ARE CVRD ENTRY 55 S.F. TO DE FIELD DETERMBIED BY OTHERS. 5) ALL PLATE AP CEILIMG HEIGHTS ARE TAM FROM COURTYARD BALC. #3 45 S.F. DRAWN BY: (TOP OF) HOUSE SLAB/BLOCK CVRD. REAR BALC.CVRD. REAR LANAI #4 786 S.F. STAFF 6) VERIFY THE KITCHEN AND VANITY PAYOUTS WITfi THE DETAILS'10E BY OTHERS. MECHANICAL RM. 15 S.F. CHECKED BY: 7) ALL ANGLES AR$ 45' UNLESS OTHERWISE NOTED. 1ST FLR. LVNG. 2642 S.F. 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES 2ND FLR. LVNG. 2726 S.F. DATE: SHALL HAYS A,.NON-SLIP FINISH TO b�T TOTAL HEATED/COOLED 5368 S.F. 10.15.14 TEN I J N ASN 01028 W111C COBE Mff OF FF1MON YEN. OF 0.6. ALL WINDOW HD. HGTS. MEASURED a) �If00D 1N COiY`CACI'AITH MASONRY, CONCRETE OR EARTH TOTAL UNHEATED 1318 S.F. S6AfL BE FRBSSU&E 9RBA'IED APPROPR[A18LY FOR THE COMMON FROM MAIN FINISH FLOORS AS t INDICATED AT ELEVATIONS, 10) a= GLASS TO BE TEbIPERED TOTAL MAIN HOUSE SQR. FT.-6686 S.F. { I ,FOB NUMBER: NOT FROM GARAGE FLOOR 11) E - EMERGECY ESCAPE AND RESCUE OPENINGS 9310 OR GARAGE CURB �- TOTAL SQR. FT. 9310 S.F. NNWREVISED: h DWG NO: I SY P-L N A 14 -- - OF M 125'-0" (REF) °y e 2'-0„ 27'-10j" (REF) 0 87 JIM as o 8" 48'-3 r' 17'-3 » 21'-10 5,-8„ 2r_O" 14'-11 Duct Sized per ASHRAE Standards �Qw 22 -8 " 8'-7 " 8'_g" 3'_0" 11" t° '" D 1'7'-11 » a2 SIo a H p �I d 4 4 � 2'-10 " g,-8„ 2,_4 ,r Fricti n Loss = ! 0G 19'-104" _" 2'-2" 13'-7j" 2>-2" a go Static - , 'L - Duct Sized per ASHRAE Standards S'�d� oil ,140 gs n4 Total CHAS -- Sa0 Qd [ [ �e40 1 J Friction Loss = 1 x I I DuctSizes shown in Area X Length Static - En rX4 U^.7 ra0d D i OEO �r.F ------------- 0TEL ,yjr Total CFMs zoo a"' C= CFM on Drawinga E Ido av' x� a %;``„ Duct Sizes shown in Area X Length w �, �I�' @�I TEL = 3�L�" J "h CURB o�I� o� I w A 10a A 4" RAISE cn A� V13L Zxa� co C1x x `t= f I CURB w C= CFM on Draw' 2 PLcs} op z co A t oA Zc� o� zw � o �w CONT. VERT. I w i o� — d � 1 `•r r 1`-.L� , 17�," Cti2W C� C�2Cr} C*� �G�2GR (( )) Ing r--- -, I -----i 1/2 WALL r ---- 1i`OR FU`T`URE LL � / r � „ r. - �,--------_-__ I I I I w/ GLASS o� I I I ELEVATOR , ATR -, ( ' I 9 4 —2 g 0_j \ I=_—=] 1 I iJ I f ----------------- ----------------- --------- ---_ _-_ __-_- ___ ---- ---- r---- Z c _ __— '1F �l 4=11111111111111 - MIR & SH Fri & SH ' ' , 1t ;. .• r,�: I11 , r r__�3>tlEi------_.L^3� �� _l_ �'� �� S (10'I�LG.) I --�= -1 a �1 .` ,. I ,1 r----------------- [ {. Lqn ! /v I ._.._..�..� _ _.��-._. _.-.... I 0 F I I I [ -d- Cpl �” _ CV P co ,r-I i t r '1'� 7`. V I I o rill. 1 s to Rr cit (10 cLG.} N = a _ OWNERS _ x - q 2X6 �VALL v. �� _� ____ o 1 ; m � � r -7 9 � I � � H � I yr r� �' � � ,n - -------------- --- � --t (a I ay W � 4026 FAD. �t BTHDRAWER I OPTIONAL 1 h r-----n„ - - _ _ - - - -\ , f— , \ �"` // I in I W.I.C. STAII{ I I`� c,3 BUILT-IN I SLP. I I-1 I ff it f LL_�� I , HD �. a' AFP x I \ [ / 1 (10 C .G.} (ifl CLG.} 1 UTP. t a 1 W O .-I 1 1,"t , ` `,+ 1 ,a E-+ I / --+c+ d' 10': {BY OTHERS) ( 5 ' 5 Cr'J t0 Z 1 II 1` �'�.`__-----� 2ND FLR:S \ cV , - ,��PSHELVILNG r__ r-- - • ` AC ESS Q U1 I IIU I III ,� I tl7 pr~- I 1 1 1 2 6 -2 10-6 6 5 2 -0 13 -11 12-0 7'-8" I I I rr ,r b N a ' ' r " , r tt a "I 111' --„ 'I 2—4 2''=6 4 _ 2 -6 2 - 1 6, 4-0 3 �I It - I _� II ii,� 3 —6 I� II slio� A I 'r'.n >�r `.r, es� �� � � �r r. � >.r rr ,..`� r.wr 1 � zr.\f v aC lar_a�_r�,. , �� �,., ...,r .,.,..rr,.a„ L .rr. .� �� .r.. r,wur— ,.. � _ C� I lDRAPERI1c° n1 If ; , ,� 1 I ■ ' I L _ ISLAND-__�� J n jI 3'-0" 3 �-0" 1 I �' r �I I L --� I VLT. I = 1 LT. I N 'VLV'` I - - I r••+ 1 -----------------------------------"'-- 17(} .. - r rti \. Ih' 11 1 r 1 I {' 1 Za' I / HD. \ -----f 11--- rn _ 1 Q �` �/�J��J��/T C's �r-'W DR t1L,'R -� I V i T N S lIII - I ".1~ TST �._...--- �.� r+N A � � I _ '� U[ ao E.r V� I I I I t k I r\ ,7 [ [ tJ f O Y Y ERS 0 I I I 1 p TOR o�, - -- t `� OWNERS o I .- S TE I , p �T I a 4026 M. I I ' SUITE 1 ' ~• cn 1fl CLG. _ SEAT w/ T [ [ ' fl' CLG.) a I 1 BA ON 1 1 1 1 HD c s' AFF I I I I _ _ W. .C C. ' j 9 DRAWET3 BATH - t ,- . _ _ 2ND FLR."' „ I I I I 1 'JI I , - rx. CO 5 1 I 1 (11' CLG.) I I {10 LG.) I 1 STACK BELOW ,,� I I (l0 CL )� (IO' CLG } I [ ( LG. i � � �f°.' I (10 CLG.) wl � `n °' � W r--- ! ��,` li 1 , » r , Y a » . , t, a " 'r ,r Q;; a » Q y I I s-i fll w i I I 14-5 I k -6 -9 1 - _ _ ' i A [ 5' -10 1:- 5 63- 110 6 I [ W/C O I l I - E UIP. ACCESS I I M - -- Q�S� I .' ,K [ I I 1i Q n I , 1 j� ;I ;r ; (� I ; I VLT. I I VLT. VE[ELEV. DR. _ M {BARN STYLE) rn I I' ' I ' J L__Jl__J I I I I ^7- W - _ I CnI I - r is ,I; --� r--------- _J )--- I I R SH R _ LINE OF I c0 _�, -..--. ----- _ f, i i- `•�•_ ^rr f f 1__`,`` I • �\ I "" t- I '-_1 0.7 1 AB O YY NELLSI [ I I �! SLP. 00� "�f r ao I I I I ail I I / E I �. I � '— I i 4026 FXD: rn I / [ \ I _ 1, , . r- I?>t� FOYER [ f f f Iit HD ®. 6' AI+~F �' _ _ ___ N _ __mar Q 1 -2 „ U ^ OTT 11TR 1 I UD �o (10. 1-- -------------------- --- 1 {f.. C'V { ' ///V/// iA I I f 2ND F ■ t f1 - 1 , 1, , 1, , , , t „I a Ir - - - 1r I rJ �I 1 t I �� �i' - r » » Q a r �IN'-%V C. r,3�R... E, - 16 -5 I 1 -6 2 -2 O / / 5 - 2 5 -10 p `� - 10 -6' 2 -11 f8I 2 -9 _ o In � 17'-11 t I % - V (10 C G. N N O _ 9X@ SGD T� �I --------- _� r---I / / I —r— / _ " Q� 5 7 (3) 3670 BUTT JOINT GLS. 1 - y (1 G C 0 Y R T G H T J 0 H N L Q N G 0 1 2 , » -- , - -_- - " , " " 1 ' II ®I 8 AFF 1 P 0 /` -_ a } ...I - i '---------- I I ! ` ; , 1 ; I 0 I I —2 9 -(1 :� 7 —a 'II I l I II j 11 ' -----••-•-•---~"'=7..i f 2 4 1 - ;I I t I II f ---'+1---_=„-----1 [ f , - - ■ I .2 I 1 T �� l 7' 4a" V + - ------J , --- 1 '•, '1 A l ,y �" 1 I • I I N COVEREI�13' � 7' 8" I I ! I {� �i �1�T ,_ �G I [ SLP. I Ito BALCON• .LLO o4 2'-1 ,r 3a_2j» 5'_ - // 2'_,;4�. , 8a - g 3 30- 17'-2)p8 O I 1 . - - - r•� /� ���•► �t II//""11'''��II CYT - -- tJ.l-+G.-------_-�- ------ I j 5060 M. GLS- IQ_ TECH •l _� - LER 1. - - - ' , �-lZRSl'-TJ171'TJ<i- � I I t I 11 I I I I I I 1 1 r 4 I I I I I I � 1 - 1 Ld HD. @ 8' AFF I / 0 1 fl' LG. U] ; 1 irate ^� �r a.r� r� ^r �r �r .rr rr. rr, I rr+ ,�. ,.jl� r�� _.� �,. ..� ,..nom �..r. rr� rr ,rs ,� �. (fj ^ �� ..,, www w�� ,ww rra� ,+.r, �� �� ..wa �� w �� ,� rr� �, _ _-_•�,.1� wwwn LLJI 1 I I I 1 i i i i i i i i i i i i i i i I I D G. 1 . ' ! '�sl [ !(� 2ND FLOOR N � / �'c1-' , » O � � � A I 1 14'-114' '] z I I I -�1 -- --- ----_f ' 1 4 -11 -- 111 t 1u ' "� 67O B y�� ' --; , a DES 1 .f " - �iRR�, [� L 1 r s , Fhb• , r i, BUTT. �-^ 1 1 1 1 1 1 I cp ''�---=-r ' ' ----------------------------- ' 14-78' I 3 4 $ - I t� 3 -1 0 ;' , F {4) 3 _ �y GLS. _..- --______-.-.-_.- I � .- _ Q, '�y �r �I ., - ------------ --- .__-_ --------------- -• �t ' - SUNKEN fl ; ---_--'f't_-i ' I OHC C.�� C11 N GAS O ------------- __--- --------------------- mod ,-, � II AFF fr. •-IN ' ''- i f f f f i I �I f ' _ _ r I f I I _ -� alI I ' r asE Bim- I _i- � GREAT I I _ E,; �. ; ! —; Ij �{' I I t I -... ------------------ r L-_---______� r-----fi 1 F I l { rj' 1+ 1 I ' -I �, -I BUMT-IN - I _ R(/�� [ D ' I , J f i f f f f f v, I 11 I'--------rl' - 1 _ (BY OTHERS) :.•,pp - R SH ..J �- ROOM V C a- [��,I 1 , I 1 1 1 1 1 1 1 f fill ; f f f ,f Ji ' -{ ,,�- , r,C.I (9' CLG.) '' (2 STORY CLG.) I E SLP'— 1 I I I ip Ca -- 1 » , » » 11 1 I I , , 4 I r 9 1 6 9 . r- I II I�.._-fir 1 ,'� I - - C4 I I 1 ,�' I 1 I \ ;,- [ [ a- - ' ' `--------z L -------- (10' + I 1 f �' I _ �' ,'� - - I I ---------J--_---'-__ I I I I 1!I • I I i� \ p e , ('v r � -.- . I » I rIP1 t I I I 1 I p , ( } (10' CLG.) Ij�Yi 6x6" FIN. SOFI;IT IDR. [ I °� 'I u'I 1,1 4, u r 1 r`,n t , - �� .. I _ 1 10' CLG. ' V ' 1 SIDE MOUNTED I 1 1 1 -N 11 I I 1 !I I L_-- I - CV ; �(1 F f f 1 1 r-----h IBM= -11, mmmm t , CD AS S ODU I METAL RAIIdI\iG 11 I I I t l I I , --------- I 1 I t - 1 III! I 11, III I cz \, QR. COL. � 9 - ,I 11 wwmw` 11 I I I 1 I 1 , t 3 t 2 PLCS MAY DIFFr R �` _ s I .1 r- » - _ I [ r » 1 f 1 t -' 11 I , 7j" ---- ] { } 2ND FLR. 9 7j" 1 I FROM SHOWN) f \ � e „ #1 I�" " t 12 \6ol 2/�6 12 - _ f2 -4 Y I 6 3 6 16 -0 1 -2 � 1 1 f-cn --------; f f f ;f ;� ; I °' 1 \ / I R SH f f ' c --------- i II "e' - _------- ----------- --- ----*--*-- ' ' ' - I '' _ t _____ VLT. I � VLT. x -------- - (��(� I 1 , I 1 ;f _ i 1 ; i i I I I 1 I �,c, }T----� (1 %xn `' �' N w/ GLASS o/ TOS FIT COVERED ERE f f f ' ,L.----- ___-- I rn I f Li _ 1- --` -------'------- - I I E I I I I II r i I O Y I I [ BALCONY ���T f I _ E I ylr I I - 'DH 1J7 111 y --- SUITE 3 _ , . 10' CLG. rn I I 11 , I I I I I r--- --- - I [ { ) ra II [-�-------------1 f - 11 CLG. L i SL� I II III 1 1 ! U SLP. E-I s ; —Tu ASE =� z II LOFT I [ I ; - ��++ I I 1 II 1 1 , fi 1 u 1 I l I I I N L� -�. HC ! I I �.[� ESE R l�I S E I I A _ 0; 1 1 f f f i 1� �L ` 1 II , , , �` + .� II , 1 I 1 I I_ 1 1 1 0 �' .--,[v Q I 1 ! 1 1 I _ I f I I / -, I I I �djZ (10 CLG.) I [ - I 1 f f f f I r4 a I , , if n ' I I I I ( ) I I - I B / / 1 VLT. yLT. L: t 1 1 _ r4ll „ I n I I f 11 CLG. I I _ T I ——————— 11 ! I _•� � I I C7 G7 cY• .=,r., ' ' f f I + � /y� it ' i t0 f fi it , I I `� W ® 9 TTE;' AFF. I I SOF 4„ rN I d f f 1 1 I I f if i i i It '�: i ♦ "t BTH 3 I I (1fl G.} z a --:_A. _- 1 `" 2ND FLR. I4 -----� 1 = X__ -------------- `I. I [ I t �f� I (1U CLG. I j yY C I I N SLP. 1 - _ f It f f J f II f - (10' CLG.) in ►'� _ /t _ I I I ; , 111 f 1 If"'l _I 90� r� lt7P!) - BU -IN ' [ I ---------i f I ------------------------------------------------- ----J I---_------J L------- L--- ..____---_. ---------------T---------T'1--- I N O }----__________ --_-_-___- ________.._ r I LJ' LJ ; f f f f f i 1 I I 1 1; 1 t ,r 1 , SIDE MOU D -_ {����"\�� {/may' C, _ I I I I , I I l t I ' ' ar 1 1 1 ( `J .--i{S7 /�(. 1 f f f f ;' 1 I I 1 ,; 1 1 4 , I I METAL RAILING L0 / [ I 1 ( I I ( t I I g,. _6 9 - �,� 9„ 3,_2r. g» L-----__--_J L-_---___-J I(. I I it I ( MAY DIFFER L___ -.J 1 I I I I l -T--T-- I 1. I f [ FROM SHOWN) vi �y�rE�yY t� �, T [ [ T I I 1 1 I 1 I l 1 1 1 1 I I ems')i^ m�I `�`� - r I I I I 1 I 1 l I 1 I 1 tt.. �J4 rr I I 1 I 1 1 I I I t I I, l .�'. ..��m I I I I I I I , to O Cl1 U't0 Q rr I I , l I I I I I t I 1 It _ co d QC0 a xC0 O - •.^1 COO { r,- C0 Q t \J E r I I I I 1 1 1 1 1 1 r a d �� a'� A�i r� a it l 1 I , I I I I I I I 'f 1 ® �� �•ta �� Gz•1 ,`® Lr. ® . (D rr. cl [ 120 01 01=1 C9 W N O� C] I I I I I I 2 -812'-6Y' 2'-1O" 3'-6" 3'-6" 2--94" 11 -10j2'-6" \ d 15'-5" 5-44" 5'-51" 7>-O„ 17'-1 J" 1'_ " 4'-8" 2'—p" R 11'--78" 3'-0" 51'-2" 8'-O„ 14'-7j" 59'-2" 21'-4" 2'-0» 27'-10j" (REF) � '' 95'-1a» . 4 '' 125'-0" REF t. AREA TABULATION HOUSE SQR. FT. 825 S.F. LOT` � OF SQR. LOT COVERAGE 12,97337 S.F. GARAGE APT. LUNG. 1143 S.F. - - � 4 CAR GARAGE 1189 S.F. NOTES CVRD. STREET BALL. #1 85 S.F. . �{ CVRD. STREET BALC. #2 69 S.F. V 1) ALL EXTERIOR J'ALLS ARE CMU EXCEPT AS NOTED CVRD STAIRS AND ENTRY 138 S.F. 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 14B1 S.F. 1 3) ALL WALL THICIO?IESSES ARE ACTUAL 2x4=3 1/2" M=5 1/2" 2x8=7 1/4", ETC... TOTAL GAR./APT. SQR. FT. -- 2624 S.F. 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIE1111 TER6M BY OTHERS. CVRD ENTRY 55 S.F. 5) ALL PLATE A0110EILING HEIGHTS ARE TAKEN FROM COURTYARD BALC- #3 45 S.F. DRAWN BY: (TOP OF) HOUSE SLAB/BLOCK. CVRD. REAR BALC. #4 417 S.F. STAFF 6) VERIFY THE KITCHEN AND VANITY LAYOUTS-WITH CVRD. REAR LANAI 786 S.F. THE IbE BY OTHERS. MECHANICAL RM. 15 S.F. 7} ALL ANGLES AR&.45° UNLGS5 OTHERWISE NOTED. 1ST FLR. LVNG. 2642 S.F. CHECKED BY: 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISIiES .2ND FLR. LVNG. 2726 S.F. SHALL HAVE A VON-SLIP FINISH TO MEET DATE: 10-15.14 3 ATTENTION AS171I ClO.TVIC COI�FFICIm OF FRICTION YIN. OF 0.6. TQTAL HEATED/COOLED 5368 S.F. 9) All WOOD QI QON'FAC3 11fIH•6{ASONRY, CONCRETE OR E6RTH SCALE: +} la ALL WINDOW HD. HGTS. MEASURED ,>3, p( Ij�q�gAp MpROPHtATII,Y FOR CONDITION TOTAL UNHEATED 1318 S.F. FROM MAIN FINISH FLOORS AS INDICATED AT ELEVATIONS, 10) �T - GLASS TO BE TEMPERED TOTAL MAIN HOUSE SQR. FT.— 6686 S.F. _ JOB NUMBER: NOT FROM GARAGE FLOOR 11) E - E1MGEky ESCAPE AND RESCUE OPENINGS 9310 OR GARAGE CURB Q I TOTAL SQR. FT. 9310 S.F. REVISED: DWG NO: 2 N D F L Pil N A6 14 -- OF DESIGN CRITERIA AND :LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4, 5,6 ST-1......................STRUCTURAL SPECIFICATIONS ST-2......................PILE PLACEMENT PLAN Building Code OSB OR PLYWOOD PANEL EDGES REDTT2Z QUIRED TO LAP BOTTOM PLATE 1 Y2'AND TOP (8)Yh'x 1 YZ'SDS SCREWS IN STUD CS18 (9) 10d COMMON EACH END OF STRAP ST-2A....................SLAB PLAN PLAN 2010 Florida Building and Residential Codes MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE I"EDGE DISTANCE FROM EDGE OF (NOTES 2,3) 3/e"O x 4 Y1"EMBED EPDXY OR SCREW ANCHOR c r3x ...- ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN Code for Design Loads TYPICAL EXTERIOR PANEL. HTT4 (18)0.162"x 2 YZ'IN STUD/BEAM/TRUSS, ST-3A....................1ST LEVEL ROOF FRAMING PLAN t ANS!/ASCE 7-10 15 ' 5 „ 1 ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN WALL SHEATHING MIN, /32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(/B"24/16 (NOTES 2,3) /e fd x 6"EMBED ANCHOR IN CONCRETE(NOTE.1) MTS12 (7)10d x 1 /2'EACH END FILE INSTALLED HORIZONTALLY)W/8d COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE ST-4A....................2ND LEVEL ROOF FRAMING PLAN ROOF LOADINGL..............................................Cd=1.25 FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED1 ST-5... +.__. PANEL EDGES. ....................3RD LEVEL STRUCTURAL FRAMING PLAN TOP CHORD LIVE LOAD..................................20 PSF HTT5 (26)0.162"x 2/2 IN STUD/BEAM�TRUSS, TOP CHORD DEAD LOAD................................7 PSF (NOTES 2,3) 5/g"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MSTA24/MS24 (9) 10d COMMON EACH END ST-5A....................3RD LEVEL ROOF FRAMING PLAN 15 " -> _• ;. ROOF DECK SHEATHING MIN /32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION ST-6......................TYPICAL WALL SECTION SHEET BOTTOM CHORD LIVE LOAD (NOTES 1,2) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND 1 „ ST-7......................SECTIONS AND DETAILS ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) 8"O.C. IN THE FIELD HDQ8-SDS3 (20)SDS/a x 3" SCREWS IN STUD GROUP ST-8......................SECTIONS AND DETAILS ATTICS WITHOUT STORAGE.......................10 PSF 7/e'DIA.x12" EMBED ANCHOR IN CONCRETE MSTA36/MS36 (13)10d COMMON EACH END FLOOR DECK SHEATHING: 2s (NON-CONCURRENT) /32"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE LEGEND BOTTOM CHORD DEAD LOAD................ 5 PSF (NOTE 5) FIELD. STHD14 (38) 16d SINKERS INTO STUDS (11) 1 O x 1 Y2'IN TRUSS/RAFTER PORCH CEILING BOARD SHEATHING: MIN%"PLYWOOD INSTALLED PERPENDICULAR TO SUPPORTS W/8d COMMON: 3"O.C.AT (WET EMBED) HTS20 (11) 10d x 1 Y2"IN STUD UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD"O.C. IN THE FIELD. WIND LOADING.................................................Cd=1.60 PANEL EDGES, 12LTT20B 10 10d x 1 Yz"IN STUDS 1 �� ASCE 7-10,3S GUST........................................130 MPH MIN 7/s'OSB OR PLYWOOD W/8d COMMON: UNBLOCKED PANEL EDGE NAILING: 3"O.C. NOTE 2 ( ) (5)8d x 1/2 IN TRUSS EW EACH WAY BASIC WIND SPEED SHEARWALL(SW)SHEATHING: ( ) Y2"x 6"EMBED EPDXY OR SCREW ANCHOR H2.5T/HA8 (5)8d x 1 Y2'IN TOP PLATE OSB ORIENTED STRAND BOARD EXPOSURE CATEGORY..................................D EDGES,6"O.G. FIELD; BLOCKED PANEL EDGE NAILING: 3"O.C. EDGES, 12"O.C. FIELD WSP WOOD STRUCTURAL PANEL BUILDING CATEGORY.....................................II NOTES: Agy44 (12) 16d COMMON&5/a'x 7"DRILL.&EPDXY (5) 10d x 1 Y2'IN TRUSS SYP SOUTHERN YELLOW PINE H8 ENCLOSURE CLASSIFICATION......................ENCLOSED 1. FOR SHEATHING THICKNESS GREATER THAN 75/32'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING (5)10d x 1 Y2"IN PLATE SPF SPRUCE-PINE-FUR INTERNAL PRESSURE COEFF........................0.18 SHANK NAILS. (0.148"x 3"LONG). - CONT CONTINUOUS C&C DESIGN PRESSURES...................:..........(SEE TABLE 1) 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. ABU66. (12) 16d COMMON&5/8'x 7"DRILL&EPDXY (9)10d x 1 Y2'IN STUD O.C. ON CENTER 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (12"EMBED AT GARAGE DOOR RETURNS) TSP (6)1 Od x 1 Y2'IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM). FLOOR LOADING..............................................Cd=1.00 APA HU48,HUC48, (14) 16d COMMON IN HEADER LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE TOP CHORD LIVE LOAD..................................40 PSF 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID HU28-2,HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 Y2'IN STUD PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO. TOP CHORD DEAD LOAD................................10 PSF SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. QTB QUICKTIE BLUE,SEE TABLE 6: UPLIFT ANCHORS -- BOTTOM CHORD LIVE LOAD..........................0 PSF HU410,HUC410, (18) 16d COMMON IN HEADER QTG QUICKTIE GREEN, SEE TABLE 6: UPLIFT ANCHORS BOTTOM CHORD DEAD LOAD........................5 PSF HU210-2, (10) 10d COMMON IN BEAM DSP (6) 10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE 6: UPLIFT ANCHORS TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) HUC210-2 (8)10d COMMON IN STUD/HEADER • � •; INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS SPECIAL FLOOR(GAME ROOM) LOADING....Cd=1.00 NOTES 1,2 HGA10KT (4)SDS Y.i'x 1 Y2' SCREWS IN TRUSS/RAFTER QGT (18)10d x%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS TOP CHORD LIVE LOAD..................................60 PSF (4)SDS/4 x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN TOP CHORD DEAD LOAD................................10 PSF BRITTLE FINISH-L/240 FLEXIBLE FINISH-L/120 BOTTOM CHORD LIVE LOAD... BEARING CONDITION WALL HEIGHT WALL HEIGHT INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORSC'7 0 PSF &STUD TYPE LGT3 (26)16d SINKER IN WALL FRAMING QGT2 (30) 1 Od x 1Y2'IN TRUSS W/QUICK TIE UPLIFT ANCHOR REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS ANCI OR @ 8'O.C. N BOTTOM CHORD DEAD LOAD.......................5 PSF 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT (12) SDS/4 x 2/ IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN (UNO ON FRAMING PLAN OR SW SPECIFICATIONS)L. I - (N MAXIMUM FLOOR TRUSS SPACING..............16"O.C. 2 >- x4 SPF STUD 16 12 - - - 16 12 - - - J NOTES: STRUCTURAL WOOD BEAM LL_ I DEFLECTION CRITERIA z 2x4 NO.2 SPF 16 12 - - - 24 16 16 12 - 1. EPDXY ANCHOR EMBED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2'x12"TITEN HD IS AN ACCEPTABLE ALTERNATIVE ANCHOR IN ALL ROOF TRUSSES..............................................LL/240 L' CASES EXCEPT GARAGE RETURN HOLDDOWNS. SDWF STRUCTURAL WOOD SCREW FOR FLOOR-TO-FLOOR U O (2)2x4 NO.2 SPF,2x5 NO.2 SP 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC.-TIE INSTALLATION SPECIFICATIONS. ❑� TL/180 O 16 16 16 16 12 16 16 16 16 16 CONNECTIONS, SELECT SCREW BASED ON FLOOR SYSTEM DEPTH: RT TL MAX 1"UP TO � 2x6 SPF STUD,2x6 NO.2 SPF 3. QUICK-TIE SUBSTITUTION(INSTALLED W/EPCON G5 HIGH STRENGTH EPDXY): 9Y4"-9Y2' SDWF2716-TUW �� N • QTB=DTT2Z 40'SPAN 2x4 SPF STUD 12 12 11Y4'-14" SDWF2720-TUW m p - - - - - - - - • QTO=HTT4 OR HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) • 16"-18" SDWF2724-TUW U OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 Q 2x4 NO2 SPF 16 12 - - - 16 12 12 4. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG AND QUICK TIE SPRING 2010 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH O - - MSTA36 OR CS18 MAY BE USED ILO OF SDWF SCREW TL/240 LL p EQUAL OR BETTER APPROVED ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. C TL MAX%" p LL (2)2x4 NO.2 SPF,2x5 NO.2 SPF 5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. t� 2x6 SPF STUD,2x6 NO.2 SPF 16 16 16 16 12 16 16 16 16 12 6. POSITIVE PLACEMENT GUN NAILS,2 Y2'LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU A.-� TL 1240 NOTES: WOOD I JOISTS...............................................LL/480 POST BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. FOUNDATION KEYNOTE CALLOUT Q 0 TL MAX Y2' 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDINGTYPE, UNLESS NOTED OTHERWISE m TO STUD HEIGHT AND PLAN. TABLE 8: SPECIFIED S H EARWALLS STUD COLUMN KEYNOTE CALLOUT NOTES: 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER NOTES 1,2, 3,4 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. FBC 1605.3.1.1. 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS > RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SEE TABLE 2. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS � \ 1 2 STUDS cn TO MATCH WALL FRAMING SIZE AND GRADE, UNO. (� (B \ \` o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN 2 )- Ir � m \ ` END STUD GROUPS DTT2Z NOTES 1,2,3,4 BOTTOM OF STUD COLUMN CONNECTION PRESSURE TREATED LUMBER SW TYPE NUMBER OF STUDS •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASL OF COLUMN DIAMETER LENGTH ` ` •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2".D LEVEL d- NOTE 1 DEP DESIGN CRITERIA \ SWI, SW2, SW3 2 COLUMN TO 1 ST LEVEL STUDS/HEADER/BEAM. 8d COMMON 0.131" 2%2' PRESERVATIVE FASTENER TYPE: 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP •"SDWF"REQUIRES SDWF SCREW WITHIN 3"OF STUD COLUMN DUVAL COUNTY MONUMENT R47 8d RINGSHANK 0.113" 2 3/e" ` •"ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN 100 YEAR STORM ELEVATION 1 ACZA STANDARD CARBON TEEL �',, \ REQUIREMENT. WAVE CREST(MIN 1ST FLOOR BEAM) 17.4 FT NGVD (16.3'NAVD) 1 O x 1/2' 0.148" 1-Yz" \\ NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 100 YEAR STORM DESIGN ELEVATION 10d 0.131" 3" SILL PLATE w/SODIUM NOT RECOMMENDED (SCOUR) 5.5 FT NGVD STAINLESS CONNECTORS AND \ HEADER STRAPPING KEYNOTE CALLOUT (4.4'NAVD) 10d COMMON 0.148" 3" BORATE(NOTE 1) FASTENERS REQUIRED. \ SW O DEP PERMIT DU 464 V Y NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 12d COMMON 0.148" 3-Y4" CONNECTORS MUST AVE `. END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ LN TABLE 1 : COMPONENT AND 16d SINKER 0.148" 3-Y4" ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC MIN 36"BLOCK W/(20) 10d TO END STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD T 1 (INCLUDING ACQ& MCQ) COATED FINISH. N CLADDING DESIGN PRESSURES 16d COMMON 0.162" 3-/2' ALL FASTENERS MUET BE HOT 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION OR 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: GALVADIPPED ZED NOTES: END STUDS CONNECTION (NOTES 5, L 7) •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM''2ND LEVEL STUD � WINDOWS AND DOORS 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE 1. SILL PLATES BEARING ON CONCRETE OVER VA OR BARRIER USE 0"LON SIMPS TITEN SW TYPE 2ND LEVEL 3ND LEVEL GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. HOLD DOWN STRAPPING EFFECTIVE ZONE DESIGNATION NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HD Al ICHOR 7 EQUA T N SW1 DTT2Z/ 1 MSTAM36 1 MSTA36/CS18 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP N FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE SH WAL I{OLD-D NS ( ) ( ) WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) N 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO NON-CORROSIVE TO CARBON STEEL FASTENERS. SW2 HTT4/(2)MSTAM36 (2)MSTA36/CS18 0-20 ft2 +29.32 -31.8 +29.32 -39.3 FASTENER PENETRATION,THE BORED HOLE SHALL NOT EXCEED 75%OF THE NAIL OR HEADER FRAMING KEYNOTE CALLOUT � SW3 HTT5/(3)MSTAM36 (3)MSTA36/CS18 j -j SPIKE DIAMETER. (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING LL. 21 -50 ffz +27.9 -30.39 +27.9 -36.4 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL F..S fl_NERS SPECIFIED FOR THIS LL! 51 -100 ft, +26.2 -28.7 +26.2 -33.0 PROJECT ARE AS LISTED IN TABLE 4. BOTTOM PLATE ANCHOR SPACING* NUMBER OF JACK STUDS EACH SIDE OF OPENING J 101 -200 flz +24.9 -27.4 +24.9 -30.4 1 SW TYPE MAX ANCHOR SPACING SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP Z - SW1 UNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) Yz"fd 48"O.C.TO CONC. 10d @ 6"O.C.TO WOOD FRAMING O VINYL SOFFIT MAX PRESSURE(psf) +29.3 -39.3 SW2,SW3 Y2"0 24"O.C.TO CONC. 10d @ 3"O.C.TO WOOD FRAMING NUMBER OF PLIES IN HEADER Y FRAMING NOTES SW4 YZ'0 16"O.C.TO CONC. 10d @ 3"O.C.TO WOOD FRAMING U GARAGE DOOR PRESSURE SEE FRAMING PLAN 1. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE UG "�EN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. EPCON G5 HIGH STRENGTH EPDXY OR EQUIVALENT SDWC SCREW KEYNOTE CALLOUT Q SHALL BE USED FOR ALL HOLDDOWN ANCHORS r' „I IR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TOT E SPECIFIED DEPTH, Cq INA HOLE%s"GREATER THAN THE DIAMETER OFE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE MANUFACTURER'S USE MSTAM STRAPS WHEN ANCHORING TO MASONRY,,NUMBER&LENGTH OF STRAP TO MATCH SPECIFIED QUANTITIES ON CENTER SPACING(INCHES)OF SDWC15600 CONNECTING TOP PI(,TE YO STUD O SPECIFICATIONS MUST BE FOLLOWED FOR PROP' INSTALLATION. NOTES: AND SDWC15450 CONNECTING STUD TO BOTTOM PLATE:", .F APPLI✓rBi IF ) 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTEN , )FOR DRY USE ONLY, UNO. •ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OS3 OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF 32 Lu L CONTRACTOR AND ARES BE DESIGNED AND D _l'D BY OTHER. THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM, ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN 1 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS 3. ALL METAL CONNECTORS SPECIFIED Olv PLAN AR .1..ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. E 1 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE OR IF WALL SEGMENT IS IDENTIFIED AS SW1 SW2, SW3,TSW4, OR SWB ON THS PLAN. U) L J 4, BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO EE PROVIDED BY TRUSS MANUFACTURER. 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. LH, 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH 2 ROWS 10d ' ( ) @ 8"O.C.STAGGERED. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOI INI)ATION. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW Al!!D DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS L ONLY AT EXTREME END OF-DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. HEADER FRAMING 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATE "VITH(4)10d TOE NAILS OR(2)164 COMMON END NAILS. 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL',L10c&ED'ON THE DETAIL SHEET. O L J 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLAA ES WITH ST TOE NAILS. 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2) ROWS 1Od U 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TGF PLAN, SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING W LL STUD HOLD DOWN WITH FULL-HEIGHTY2"0 ROD TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. @ 8"O.C. STAGGERED. Y SPECIFICATIONS AS N(�€D ON STRUCTURAL T-L„N, UNO. aw*a ,___ 2ND LEVEL END STUDS TO MATCHING LEVEL STUD GROUP BELOW 2. _` W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH WALLSHEATHING OPENING MUST BE CE3f�hfli�000S:(OR PROPf "�.�u;•�...LIS.EL.,.P,EF�,..,.,__. CONCRETE AND FOUNDATION NOTES HOLD DOWN. TYPICAL WALL < - 6. DESIGNATED SVVS WITH A COMMON CORNER REQUIRE(1) HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0- 3.0 FT 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=3,000 PSI AT 28 DAYS(UNO); 3. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2) ROWS 10d @ 8"O.C.ALO.?s; LAeH O 1ST FLOOR RYP) END ZONE 2• CONCRETE COMPRESSIVE STRENGTH FOR SLAB=3,000 PSI AT 28 DAYS UNO). EDGE. 0 DESIGNATION ( 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS PER SIDE. j 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"L/p• 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. 5. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 TABLE 6. UNO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1) SDWC SDWC15450 R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS..COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY PRE-ENGINEERED TRUSSES & I-JOISTS CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR LO w p z F p DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. r_t W n ❑ Q z p ui F 6. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND SEALED OVER CLEAN, 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION ' Q ❑ In ❑ Q z COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN REQUIRED FOR OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL d~ L� 0 = w Y F- p L` w ❑ H_jL J 7. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE.ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA FLOOR SYSTEM IS ABOVE: Ln w ❑ 0 � � z p N o o w w m FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OFR CORD. IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE a SPH w/(12) 10d x 1%"@ 16"O.C. OR ~ Q w o w _J Q Fn -J z W o r_, LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 1 „ O �' 1- ❑ 7 DSP w/(14) 10d x 1/2 @ 16"O.C. OR w w 0 ❑ www ❑ U) 2 CONVENTION TRUSSES OR kJOOF THE LAYOUT SHOWN HED O MATCH THE ORIENTATION,SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING • FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14) 10d x 1-1/2"(OR EQUAL (� ❑ IL W a z ❑ w z o J 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND APPROVED BY EOR). C0 zz as ❑ Q >. W W m w w F W w SEAL WITH THE TRUSS SHOE'DRAWINGS. W Q w � ❑ w 1' 2 T w ❑ z n � 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE I OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 N0.2 SPF (n Q Q a w o z a z z -1 o UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE OPENINGS 8 m < w z ; z w L o ❑ X Q W DISREGARDED. (2X6 WALLS) PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8) w w = w o 2ND FLOOR 4.0 FT END ZONE 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 12d COMMON TOE-NAILS AT EACH END. � Z Z < x W p O � p - = p z DESIGNATION METAL CONNECTORS 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO p w � _ O w )- z O F w ❑ _ � THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. W w z D: w < w p ❑ m WL Q ALL METAL CONNECTORS SHALL BE SIMPSON STRONG-TIE PRODUCT OR EQUIVALENT. FOR TYPICAL FASTENING OF METAL CONNECTORS,SEE TA LE7 z z = } z Q 0 ? a n o ❑ Q w o CORROSION RESISTANCE FOR BEACH CONSTRUCTION: MASONRY NOTES z W ° o E m z N W Q D z 3 Z 1 0 1. NON EXPOSED AREAS: Lll f ALL CONNECTORS SHALL BE MINIMUM Z-MAX OR HOT,DIPPED GALVANIZED. CORRESPONDING FASTENERS MUST BE OF SAME GALVANIZED TREATMENT. 1. ALL MASONRY UNITS SHALL HAVE fm=1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH Q w Q Z } Z 1,< w w Q 2. EXPOSED AREAS, NO SEA SPRAY: TYPE M OR S GROUT OVER-FULL:BED. EVERY OTHER COURSE::SHALL BE EQUIPPED WITH 9 GAGE p F 1- 1 z,F F-,Y,� z w 0:❑ F. ALTHOUGH Z-MAX OR HOT DIPPED GALVANIZED FINISH W/CORRESPONDING GALVANIZED FASTENERS ARE SUFFICIENT, OWNER MAY USE ST INLESS STEEL LADDER TYPE JOINT REINFORCEMENT. 0 w QEE v-:� ❑ _ I- -) CONNECTORS& CORRESPONDING STAINLESS";FASTENERS. 2. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. f =2,500 PSI. O [i I- ? 3 N IL N Q 1--[7 F ? n v r 3. EXPOSED AREAS,SEA SPRAY: 3. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. _I STAINLESS STEEL CONNECTORS&FASTENERS. 4. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 24". U- 5. VERTICAL REINFORCING TO HAVE 6"BEND INTO REINFORCED CONCRETE BEAM. DOWELS TO z SHEET NO.: L J STEEL HAVE 6"BEND INTO FTG. O ST-1 6. WELDABLE DOWEL BARS TO BE ASTM A706 STEEL. ALL STRUCTURAL STEEL DESIGNED PER A.I.S.C.ASD 9TH EDITION AND IS TO BE FABRICATED OF THE FOLLOWING STRENGTHS: 7. PRE-CAST MASONRY LINTELS:SEE'TYPICAL PRECAST LINTEL"DETAIL ON DOWEL AND LINTEL Q WIDE FLANGE SHAPES AND CHANNELS ASTM A992, OR ASTM A572(GRADE 50) PLACEMENT PLAN,ST-2A. STRUCTURAL STEEL TUBES ASTM A500, GRADE B(46 KSI) 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR �- SPECIFICATIONS 4.0 FT ALL OTHER STEEL ASTM A36 3RD FLOOR END ZONE CONCRETE. O JOB NO.: �P) DESIGNATION ALL CONTINUOUS HORIZONTAL REINFORCEMENT SHALL NgVE 90 DEGREE BENDS AT CORNERS AND SHALL HAVE 25"LAP AT SPLICES. ALL REINFORCING BARS SIZE 43.OR.GREATER-SHALL BE ASTM A615 GRADE 60 REBAR Q 2013.1678 SUBDIVISION: WELDED DOWEL BAR REINFORCING SHALL BE ASTM A706 WELDABLE STEEL O Atlantic Beach, FL WELDED WIRE FABRIC TO BE ASTM A 185_ LL Q TRUSS HANGERS, CONNECTORS, STRAPS, AND THE LIKE,-,SHALL BE HOT DIPPED GALVANIZED IN A MANNER - LOT NO.: CONSISTENT WITH THE CORROSIVE SALT ENVIRONMENT THE OCEANFRONT. U z_ 1475 CORROSION PROTECTION SHALL FOLLOW RECOMMENDATIONS OF FEMA TECHNICAL BULLETIN 8. SEE TB-8 TABLE 1 BELOW } FLOOR PLAN: SHOP DRAWINGS TO BE SUBMITTED TO EOR FOR REVIEW OF ALL FABRICATED STEEL CONNECTORS PRIOR TO FABRICATION O FEMA TECHNICAL BULLETIN 8 TABLE 1 o Z DESIGNED: TABLE 1: RECOMMENDATIONS FOR CORROSION-RESISTANT MATERIALS AND METHODS* (� KPK LOCATION OCEANFRONT BUILDINGS INTERMEDIATE ROWS OF BUILDINGS IN BUILDINGS FARTHER LANDWARD Lli CORROSION-PRONE AREAS I- REVIEWED: CLASS OF (300 FT OR LESS FROM THE SHORELINE)"' (300 TO 3,000 FT FROM THE SHORELINE)""` (GREATER THAN 3,000 FT FROM THE X EXPOSURE" SHORELINEr- W J A E 1. AVOID SHEET METAL CONNECTORS WHERE USE CONNECTORS` TTH THICKER USE CONNECTORS WITH STANDARD REVISIONS DATE PARTIALLY POSSIBLE. GALVANIZING. GALVANIZING.SHELTERED 2 USE STAINLESS STEEL CONNECTORS. EXTERIORS 3. USE CONNECTORS WITH THICKER (OPTIONAL:STAINLESS STEEL) (OPTIONAL:THICKER GALVANIZING) GALVANIZING AND REPLACE THEM WHEN NPrPqqAP DEP PLAN REVIEW 11.17.14 BOLDLY 1. AVOID SHEET METAL CONNECTORS WHERE USE,CONNECTORS WITH THICKER USE CONNECTORS WITH STANDARD . } EXPOSED POSSIBLE. GALVANIZING. GALVANIZING. m PERMIT DOCUMENTS 11.17.14 EXTERIORS 2. USE STAINLESS STEEL CONNECTORS. (OPTIONAL:STAINLESS STEEL) (OPTIONAL:THICKER GALVANIZING) 3. USE CONNECTORS WITH THICKER GALVANIZIN - AND REPLACE THEM WHEN NECESSARY. LLI Z VENTED 1. USE CONNECTORS WITH THICKER 1. USE CONNECTORS WITH THICKER USE CONNECTORS WITH STANDARD ENCLOSURES GALVANIZING.(OPTIONAL STAINLESS STEEL) GALVANIZING NEAR VENTS. GALVANIZING. - O 2. USE TPI PAINTS ON TRUSS PLATES. 2. USE TPI PAINTS ON TRUSS PLATES (OPTIONAL THICKER GALVANIZING) (OPTIONAL FOR TRUSS PLATES:THICKER NEAR VENTS. (OPTIONAL THICKER GALAVANIZING.TPI PAINTS OVER THICKER GALAVANIZING FOR ALL c GALVANIZING,OR STAINLESS STEEL) CONNECTORS) Q UNVENTED 1. USE CONNECTORS WITH THICKER USE CONNECTORS WIT H STANDARD USE CONNECTORS WITH STANDARD z ENCLOSURES GALVANIZING. GALVANIZING. GALVANIZING. - yl 2. USE APPROVED TPI(TRUSS PLATE INSTITUTE) (OPTIONAL'THICKER GALVANIZING) (OPTIONAL THICKER GALVANIZING) , U) PAINTS ON TRUSS PLATES. (OPTIONAL FOR - O TRUSS PLATES:THICKER GALAVANIZING) INTERIOR USE CONNECTORS WITH STANDARD GALVANIZING. USE CONNECTORS WITH STANDARD USE CONNECTORS WITH STANDARD t-L p y _� WING (OPTIONAL:THICKER GALVANIZING) GALVANIZING. GALVANIZING. I- SPACE (OPTIONAL'THICKER GALVANIZING) (OPTIONAL:THICKER GALVANIZING) ;� PEX U RECOMMENDATIONS ARE BASED ON THE AVAILABLE RESEARCH AND ARE SUBJECT TO CHANGE IN FUTURE TECHNICAL BULLETINS. -:ice ., „_ - s LL SEE FIGURE 5 FOR CORROSION CLASSES, x 'd` `�" '• ��` � DISTANCES MAY VARY CONSIDERABLY DEPENDING ON LOCAL CLIMATE. THE WIDTH OF THE CORROSION HAZARD AREA RELATIVE TO THE OCEAN SHOULD BE - m. -• � {'�"` ,`�>♦� P 1110 DETERMINED IN EACH COMMUNITY FROM FIELD OBSERVATIONS AND ANY EXISTING CORROSION STUDIES. r�F-' _ __- L M FOR o Com ' ; •.� OF V0FA a� 0 58544 PMWrS FOR ADDITIONAL, =� I. I !� ME�ITS AND , - F4tj v tAPEX DATE:-. Lr, J�� A, T OP �s <0 x 11 a_ son,P.E. E. N . 58544 11.17.2014 123'-8" 13'-111" 15'-71" 2 2 8'-0' 2 10'-9" 13'-2" 13'-2" 10'-8" 10'-8" 5'-2" 1 2 3 4 d 5 6 7 8 10 11 C12 ! I 24"X30"X20"DP. ST-8 24"SQ.X20"DP. PILE CAP PILE CAP(UNO) 7 I I I • I ST J 00 ! : i __ O -_-- a- o O O O _ _ _ N ■ GBA i GB-1 GB-1 -- GB-1 GB-1 w- GB-1 I GBA GBA J ( `� III � U °' I ■ I ST-8 � � ■ �� � ■ N I I Co 1 m m GBA -i F— GBA I I I U c7 I c� \�; GB-1 ST-8 13.25'NAVDyjl_ 12"\ TEP B ■ 22'-9" NAVD , 22.75'NAVD - N , —- c7 = _ ! ■ ! m ! I Q � I- - - I o ■ I N I I N N I ( N 24"SQ.X20" 0 DP. ' N ST-8 PILE CAP(UNO) m C6 i f ml - I Co 24"X30"X20"DP. I C7 C7 I / I I I N ! N a, PILE CAP 2 I ( I I 6 I I 6 ( f 21.75'NAVD I I ! m Lo ■ ST-8 ST-8 / ■ GBA ! 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PILE CAP UNO b0 Zz w� - ❑ Q - w = � ❑ Z m r� QQWWo � mom ❑ Q � w PILE CAP (UNO) W E - ❑ � z !- m- m � 1 W wwz XQw � Qa aZ ST-8 Z zw < WI '7 ❑ Pz - zuiww zJ � z 12'-3-" 12'-6- w Q m z - a Q z 3 - 27'-102 15'-4 8'-4" 2 1,: Z ED w ° � z� amwa � ❑ zZY0 2 4'-3" W z ❑ z w ❑ mwQa � ❑ Q z < z >- Z < wm � � � Q � 1 4 4. 1 � oW < UQ� 01° woz < 29'-10" 13'-4" ' II 59'-2" 28'-1" OJ nH ? 3Nau�iQ ❑ [7F ? oo LL Z SHEET NO.: ° ST-2 o PILE PLACEMENT PERMANENT GRADE BEAM AND PILE PLAN 13.25'NAVD 22.75" NAVD _ F O U N DATION TO SUPPORT CAST I N ° SOB NO.: PLACE POOL WORK. SEE DETAILS Q 2013.1678 GARAGE FFE MAIN HOUSE FFE SUBDIVISION: o Atlantic Beach, FL O _ 8"MASONRY SEE PLAN NOTE: GRADE BEAMS BELOW POOL ARE SET LL LL t FOR VERT. REINF.SIZE Q INSTALL NO.4TOP BAR TEMPERATUREAND SHRINK REINFORCING AND SPACING 3000 PSI SLAB AND GRADE BELOW DEP WAVE CREST ELEVATION. < LOT NO.: (� AT 18"O.C.TRANSVERSE TO SLAB STRENGTH REINFORCING SPECIFIED ON PLAN. TYPICAL ALL SLAB SURFACES. TOP BARS BEAMS, SEE PLAN FOR Z 1475 MAY SIT ON TOP OF NO.5 BAR SLAB STRENGTH REINFORCING I SIZE AND REINF. GRADE BEAM AND PILES UNDER POOL HAVE ID BEEN ANALYZED FOR WAVE AND O FLOOR PLAN: I— CONCRETE GRADE EiEAM SCHEDULE F.F.E.MAIN HOUSE HYDRODYNAMIC FLOOD LOADINGS DUE TO BEAM SIZE REINFORCING STIRRUPS OR TIES 22.75'OR 21.75' NAVD �__,_-� — — — — — Z DESIGNED: 1 MARK (WIDTH x BOT TOP BAR SPACING CRITICAL STIRRUP AVERAGE GRADE I L i i GRADE BEAMS AT POOL PARTIALLY � KPK DEPTH) 18.7 NAVD L- — CONSTRUCTED BELOW 100 YR. DEP WAVE I- REVIEWED: O - SPACING LOCATION W GB-1 24"x16" 4�#5 2#5 #3 8"O.C. 24"EACH SIDE OF SUPPORT CREST ELEVATION w JAE GB-2 24"x16" 3�#5 245 #3 8"O.C. 24"EACH SIDE 16"DIA PILES. PILE TIP a I OF SUPPORT BEARING(-10.0,MSL)SEE I _ I Q REVISIONS DATE GB-3 16"x16" 3-#5 2-#5 #3 8"O.C. 24"EACH SIDE DEP PLAN REVIEW 11.17.14 t OF SUPPORT GEOTECHNICAL REPORT t I C 1. SEE ARCH DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. 16.3'NAVD _{� s� U�=m DEP PLAN REVIEW 06.13.14 2. LOCATE STIRRUPS AT CRITICAL LOCATIONS PER PLAN DEP WAVE CREST � h IR w PERMIT DOCUMENTS 11.17.1FIL4 I 'Z i ---� 16" DIA.5000 PSI CONCRETE PILE W1(8) r. NO.7 BAR CENTERED NO.5 VERT. BEND BARS 6"AT TOP OF PILE / IN PILE FOR FULL HEIGHT `O I �€ _ - s OY CAP,TYPICAL.REIN FORCING MAY STOP 5' - -��� ��•�.... .:�W QIIII FROM BEARING TIP OF PILE. t�� K l w I I I I EXTEND BARS TO END EXTEND BARS TO END z I I I I I OF BEAM AT CORNERS QIIII OF BEAM AT CORNERS BUILDING DESIGN ELEVATIONS � AND INTERSECTIONS w AND INTERSECTIONS 4.4'NAVD (9 I I I I w 11 11 DEP DESIGN GRADE I I PROJECT INFORMATION ELEVATION (FT.) O O IIII QIIII Z � — 1 DEP MONUMENT MARKER R47 N.G.V.D. N.A.V.D. J-I-I-� ~ FEMA FIRM MAP NO. 12031 C0409H U I — — — — — — — — — — PEX FEMA BASE FLOOD ZONE X LL 1 GRADE BEAM GRADE BEAM L _ DEP 100 YR. DESIGN GRADE 5.5 4.4 CO �1 I I DEP 100 YR. WAVE CREST 1 17 A 4a I 1 MP INDICATES AN 8"x16" ST-8 24"SQ.X20"DP. SOLID FILLED MASONRY PILE CAP 7 PILASTER W/NO.5 VERT IN EACH CELL. TYPICAL AS ST-8 SHOWN CURB CURB i Fr';,ag. 'f i ... _.......... , : ■ 21. AVD M �k - MP I _ MP 5"THICK FTG UND =; N ELEVATOR W/NO.5 F3 Ra w ■ cFn /j I M I- @ 12"O.C. EW T&BI -- 3 ELEVATOR ( I I I I I f� L— J I I � l SLOPE — SHAFT e.:r.% I --------- ------- - --_...._-.----- ---- -� - -- TE-1 INDICATES AN .............. _ - I -.■ ST 8 -- ....._..._....... _._....._._..__........._..... -...._.._...-` 12"STEP ■ i U I I "DP THICKENED . 21.25'NAVD ■ N 8"WDx12 I I - EDGE SLAB POUR W/1 I- l i NO.5 x CONT. m 12" TEP 21.75 NAVD 13.25' NAVDLb 12"`STEP -;■ I (6 -- ' r6 22.75'NAVD j _ _........ ______ ____________ _ _ ____ is MP ---._.._...............__...---'--: --- ---' - ........................._._........_:_.....--.......__... ___...._._..__G::::,..:.::.:..m.: mm: :;. NO.5 STRENGTH REINFORCING ■ - - 1 , ■ _ / PAVERS OVER BREAKAWAY SLAB ,. r'r 12"O.C. (d-3")W/N0.4 TEMP. 4 g _ I I -I- -I -I 5"3000 PSI CONCRETE SLAB — — — STEEL @ 18"O C.(TOP LAYER)— _ _ _ _ _ - SLOPE - - - - - - - - - -- - - - - — - -- - - - - - — - - - - - W/6 CUT MP MP _■ - - - - - - - - - - - -- - - - - - - _ _ _ - - - - -- IN5'X5' SIUAR S e ST 8 „ fi C 5 THICK x MAX 5'SQUARE - ■ ( I I I ( U I r � / 8'x20"TIE COLUMN 3000 PSI CONCRETE SLAB W/ 2 / w = , WITH(6)#5 VERTICAL I� 6x6 W1.4xW1.4 WWF --' _ I I I ( I I (;STP8REINF.AND#3 TIES @ 8 --_..._........- - ---- ------------ ---'----------- -6_ O.C. x' I■ —1 ---- '-'--`---._........_._.._....._.._..._.......... __...........__._._.._.__....--'---- --'--....._.....___..........__....._..-- --- ■ ST 8 i.'' T-421" � � : M P _: -----'— --- '� E: :I r CURB Lh „ -..........- . . ! 6 REINFORCED P CONCRETE STAIR CURB 20'-0" - ' - MP ■ ■ 5 STEP o : 7'-4" ' PERMANENT AL N SLA — --_ -._ ._.._....._.. _...._._ 1"RECESS I B, ST-8 I SEE ARCH. 21.75' NAVD ._'..'i 21.25' NAVD — — — _.._....___... N , \\ 1 ST I I c I i i I GBA E ,\ � CONCRETE �6 ■ 22.75' NAVD -- -- ST STAIRS — t - f ■ ST-7 i - % , N — — tj NO. 5 ST_RENG_ REINFORCING _ _ _ _ _ L — I - - - - - - --6 — — � - -- - -- - - - - � - - Li — Co @12"O.0 =3")W/N0.4TEMP. I - - - - - _ _ I -- -- -- -- -- I N „ .....__........_..............._................... _ A: STEE 18 O.C. OP LAYER -.._...._._...._._....._._.. -- -..........._�.._....... _...... . --- - . --- .......-PERMANENT WALL - I --------..__._....__......I I W MP _ - -..._... ----- -.................._......_..._..-- --__................-. LLI MP —f N0.5 DOWEL BAR TO MATCH WALL I (w REINFORCING AT �'' " r' ■ I 1 I Z ~ �}r I O l STAIRWELL WALLS ti, I . Y __ ' I- , . =300 TO -4PTH I 21.25 NAVD U H T.O.WALL �� s, 5 8"x16"TIE COLUMN 1 Q MAIN WITH(4)#5 VERTICAL cl� - _ OPE ` REINF.AND#3 TIES O C' I I I �� ► 51 DEPTH=4'-O"0"TO 5'-0" CD 10 L- I I I --- I,. 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(TOP LAYER) I H W -....__ .._..------- --- -- d 3" E /r, I BY BUILDER I I X p Lo Z 0 21.25'NAVD I SUNSHELF I a 0 Q Z ❑a a N W '�f I ' , ( ■ ST-8 —� i I DEPTH=9" Q p = w Q a Q ❑ z 00 UYF W ❑_ Lo i` W J Z MP_--I MP MP —� --- - I I F � W 2 � 0 m < � Q j w ❑ a ly w a 0> o m W W O 12 m � p _ - oawa ❑ - ❑ a OZ W � ■ L — — — — — — — — — — — — — — — — — — — — — � F F w ,h, r . �X ,':<r .,r r r.... '.'_. r �' y `.r :.<`' ■ CURB ❑ d m a Z W N , m Z ❑ y, — U Z ,17':, i® ■ ■ ■ ■ z Q 41 R W Q oQ ❑ wmlww � UW I, 7 � I ❑ Q as F- � w � 8"HOLLOW MASONRY m m W m z ❑ ❑ z ' w TOP OF MASONRY TOP OF MASONRY ST-8 ❑ W I a ❑ w J Q a Q '- ZF zw ZwX ❑ ❑ ❑ BREAKAWAY WALL 1 1 !'BELOW TRUSS BEARING AT F.F ELEVATION 50 zzQX� o ❑ F ❑ � Ia ❑ Z UNDER BOND BEAM. ST-8 TYPICAL AT GARAGE AS W w w o w-x ` 69 Q W Q a u3Lw z SHOWN [z-72 � Z.Q0 � ? aj ❑ ZQ = o ST-8 Z wl Q< ,W - ❑ � I]- zuiww I , ❑ z >- LTWa � �n - zF l- W Ww � � m ? WOQI- WQ � Q w ? ❑ L7wL7F m2WU - Iw 46,-oaa o � zuQi01ro =° ° ozQ I Q Z � Z I Q U w a - W Q a �� 0� ❑ w Q F- -1 F I ❑ J ` f PERMANENT GRADE BEAM AND PILE Z SHEET NO.: FOUNDATION TO SUPPORT CAST IN oST-2A 13.2 75„ NAVD PLACE POOL WORK. SEE DETAILS o GRADE BEAM AND ' GARAGE FFE MAIN HOUSE FFE SLAB PLAN O JOB NO.: U 2013.1678 h Q Ih I _ SUBDIVISION: o Atlantic Beach, FL ,N ► u NOTE: GARAGE SLAB TO BE Q :: ---� - RAL � � �. 1 PER STRUCTURAL � ������� BREAKAWAY SLAB 1 a srsz remb.i. - LOT NO.: �r z 1475 a 8, r _i Ur FLOOR PLAN: DETAILS 1 Z DESIGNED: I O w KPK REVIEWED: 1 JAE DEP CERTIFICATION BY STRUCTURAL EOR I Q REVISIONS DATE � k 1 5”3000 PSI CONCRETE SLAB W/ " 1 - � DEP PLAN REVIEW 11.17.14 C KEYWAY JOINT, •6x6 W1.4xW1.4 WWF IN 5' _ ALL STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH FBC, TYPICAL SQUARE SLAB PIECES AS >- DEP PLAN REVIEW 06.14.14 ' sllowN FEMA55 AND ASCE 7 AS APPLICABLE. DESIGN SHALL BE IN n PERMIT DOCUMENTS 11.17.14 —1 ACCORDANCE WITH FAC 62B-33.007CD W O 1 Q I ^ EXISTING GRADE Z 1 1PEXO z SECTION THRU BREAKAWAY SLAB 1 1 Q c:) ``aaauaa`�� I O. ' * : ° 54 ;2 I2 11 1 11 S FOUNDATION PLAN 1 /4 1 0 W -ss;. • I ... ,?,,.� � o E. Q �0'i►� ��. ; , _x'150. 85aa NOTES ■ 1. NO. 5 BAR VERTICAL DOWEL REQUIRED, TYP AS SHOWN 2. THIS DESIGN UTILIZES A 2 COURSE REINFORCED BOND BEAM AT TOP OF ALL MASONRY WALL CONSTRUCTION. UNLESS SPECIFICALLY NOTED ON PLAN, IT IS NOT REQUIRED TO ALIGN ADDITIONAL DOWELS / FILLED WALL CELLS BELOW BEAMS / GIRDER TRUSSES. ALL LOADS HAVE BEEN REVIEWED BY EOR AND DETERMINED TO BE ACCEPTABLE PER THE "TYPICAL WALL SECTION" ON SHEET ST-5. 3. ALL DIMENSIONS ARE APPROXIMATE, MAX SPACING OF 4'-0" O.C. TOP OF MASONRY TOP OF MASONRY AT F.F ELEVATION 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" ------------ -; - ...9,._1 o-,... ----- „ j AT F.F ELEVATION B61 2'-8" i 2 4'-0" 4'- 4'-0" 4'-0' 4'-0' 4'-0" 4'-0" 4'-0" 2'-7" 21'-8" _ _ _ _ _ _ - 661 t 4'0" 4' 0" 4' 0" 4'0" 1' 8" 5' 8" 1'4" 2)3Y"x 18"2.0E PARALLAM PSL T- - ----- - - -- -- - ----- - - -._---- =___..-. _=-...._--_-.-_-.--_- - - - - - - - ILF ! `I 1 .._._. _.._.._—. __. i°iii :r(:: r: _ - II �: ;;, , i ! i I' ini `i 1j t i , !I ikl - �` f ! ------_-'---'------. .__----...._.__..----- � .------- � I T � I:: is !. �l OR PRECAST LINTEL N z -- _ 8F16-1 B/1T(PRE-STRESSED) -_ - - N Q m �_ = _ z _j - - - _- _ ■ 00 Zatw O � w = 0„ 4,0„ 4,_0„ 4,_0„ 2,�„ 1,_8„ 2,4LL ary 0 - ¢ tics - - - - U r-:—�.--.... I'! :.iii ! f- -- I i O T i l� ! L-9 — - ---- ° m , nOw k r,N O � i , i m EHI w I ■ ^~ f > I. ( > N Q US --- - _._...-------- - _....._._._..... COLUMN W/ it_______- PT LEDGER FOR ! TR SES. SEE ............... /\ , , 10"x10"MASONRY ' - 2 NO.5 VERTICAL SECTION REINFORCEMENT BB2 1 ; Al' L12 � 7 1-4 fhNBB1E17 „ o ,i .— ! ______..—________—___._. Ery• __..__..__ .._—_______—_____—____._.____—__.________....____._._..__...________.__.__...._..___._—._______._________.______.T ___ _ _J . a 'r •1 •- i 4'-2” 12'-3" 1'-11" 5-3" 1'4" -; '11C4 _ -- 1T-1 1 0 --------------- s 1 _. .• i , { 04 D'-102" 0,-4„ 0,�„ 0,�„ 0,�„ _ s v 0,�„ 0, �„ PERMANENT WALL -_! ■� --...------------...------- ---- - --- - ®:I : : : : ! �: : : : : : : : : ®! : ! CV SUPPLIER NOTE: 4'-0" 4'-0" 4'-©" 3'-1 1 I EXACT MEASUREMENTS OF rn FL-4 ! y - ! I SLIDING DOORS TO BE Z F- VERIFIED BY BUILDER IN FIELDzo �t I � - BB1 ;'- N 4'-0" 4'-0" 4'-�" 4'-0 3'-1 - kr P CV I ,-I ; ! c� r `r - I ;r _ _ _ r r' rf ■ i - I f - T • _.-.__�. -_._:..___—:__.��_`4� L_.... .1._-.�._.:..�...:.5:.___ice PERMANENT WALL U-32 0,�„ L_16 7 L-15 LLj J B61 0-4 = 8x6 PT POST '�' _ I : iF JAM ■' _ _..............., __._.�....__ ........... .__...... i I, L-8 o I—L 5 - - _ a __ j ! i , E -- , I , : _. n _.. _....._.._ b BOND BEAM III ! I ( ... ....... ...._ _. ........... ..- .... ....... .. REINFORCEMENT BB1 _. _ ........ _ (SEE WALL SECTION) ® k! o 77 ■ �, 1_- - ___. _____. ! - w FILL SOLID TO U ---- -. .._. -I ! = BOND BEAM Y -_; i? - -..._...._..------- i ! w (1)#5 CONTININUOUS ' =7 IN PRECAST LINTEL 00 _..... - - - 8FX-#B/#T - BB1i. -- --- _ � �r x PRECAST LINTEL NOTES: ❑ Z p ! ' - -- - --- - L-3 1. AREAS OF BLOCK ABOVE MASONRY"OPENINGS ~ a W Q ❑ - _ ENINGS ARE It r ui !! ! ! !! j ! 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TYPICAL DETAIL ON LINTEL SCHEDULE z W ° 0QmZ `� � QFZ3 � Q AT CORNERS ST-6. TYPICAL LLI CAST-CRETE,WEKIWA, OR LOTTS w - p w m m W ° - Zp � W ❑ U) WQ � ° Q wiQz }- ZIQU Wm - Q !- CONCRETE PRODUCTS REINFORCED 0 E I- I Z F F Y p Z w p ° w E- of A CORNERS Z❑ L3 < 0w0I w ❑ ZQ CONCRETE BEAM LINTELS(OR ° w z N d N Q 1-[7 F ? o n EQUIVALENT) J Z SHEET NO.: ST-2B MAX CLEAR LINTEL ~ LINTEL NO. COMMENTS OPENING DESCRIPTION o DOWEL IL PLACEMENT PLAN L-1 2'-9" 8F8-OB/OT � _ 0 JOB NO.: C) 2013.1678 L-2 T-3" 8F16_-0B/1T Q SUBDIVISION: L-3 4'-3'I 8F32-1B/1T O Atlantic Beach, FL LL- Q L-4 4'-8" 8F16-1B/1T - LOT NO.: z 1475 L-5 5'-3" 8F20-1B/1T } _ Ur FLOOR PLAN: L-6 5'-8" 8F16-1B/1T DESIGNED: L-7 6'-3" 8F20-1B/1T 0 KPK W g � t' REVIEWED: L-8 8'-3" 8F12-1B/1T .:` w JAE L-9 9'-3" 8F12-1B/1T Q REVISIONS DATE PERMIT DOCUMENTS 11.17 14 L-10 9'-3" 8F20-1B/1T } m L-11 9'-9" 8F16-1B/1T W Z " o L-12 12'-3" 8F20-1B/1T O W L-13 12'-11" 8F32-1B/1T Z �> U) L-14 15`-0" 8F16-1B/1T PRE-STRESSED O L-15 15`-5 8F16-1B/1T PRE-STRESSED PEX~ U MASONRY BOND BEAM BEAM SCHEDULE LL n L-16 16'-3" 8F32-16/1T Q rte PRE-STRESSED SIZE REINFORCING BEAM (WIDTH x ,%i° MARK DEPTH BOT TOP VERTICAL NOTE L-17 17'-11" 8F16-1B/1T PRE-STRESSED 0% �tr� ' ' BB-1 8"x40" 1-#5 1-#5 #5 @ MAX 24" 58 44 ' r © * .. ti,, BB-2 8"x48" 1�#5 15 #5 @MAX 24" Y BOND BEAM REINFORCING AT TOP OF WALL SERVES ( ST E .� DOWEL AND LINTEL PLACEMENT PLAN 1 /4" = 11011 TYPICAL BOND BEAM OTHERWISE AS TOP BAR IN LINTEL,TYPICAL >0, ..•,�< ••r.��� X ��s'... 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No.58544 11.17.14 8"HOLLOW STACK BONDED BREAKAWAY MASONRY FOUNDATION WALL INFILL BETWEEN PILASTERS BBI BB1 Co Co II cv N II W Co I II � GARAGE DOOR DESIGN l l WIND LOAD(PSF): a ■ �� +25.9/-29.41 � U WI mll Cu Oil SII HUC410 }' Q m m - - - - - - - -WOOD BEAM UP - - - - - ll C ® Q U 8"HOLLOW STACK BONDED N BREAKAWAY MASONRY FOUNDATION L m WALL INFILL BETWEEN PILASTERS Lo GARAGE DOOR DESIGN r1- WIND `WIND LOAD(PSF): +26.13/-28.61 O r B131 O O N Lq PERMANENT WALL T- CN N CR O C� m d' m N N N cr) J LL �.._ LU PERMANENT WALL J J_ • Z BB1 0 C U Q GARAGE DOOR DESIGN WIND LOAD(PS ): I N +26.13/-28.61 O_�_ 'I LU Co O U Q 11 Z m - O m GARAGE DOOR DESIGN D WIND LOAD(PSF): I U) +25.9/-29.44 � w 0 a z 2 0 Q ❑ p' Q7 Lo ? � ❑ �zz LL 0 V [Y - ❑ w ❑ 1 Z3w0U) Df IL w J - mJzz ❑ < w _pm < itnpWa O wwa0 wwW W ❑ [tl - ° Z ° aw ❑ ww ' ° am _ pa U) ❑ mIL Z � f- WZF ❑ - (n Zm ❑ a >- wwF wul W Qal- QC7mIwwm � U1Ww BBI BB t Z < I o a w a a wa Z W a pW zF- Z WLLzLLx ° � w a I w p Q m t9QItw ° zw °WZMD W LL Z QxW ❑ 0E- 0 - I 0Z W E WpwXQz <0� LL W wmQ �w7-1-- wW . 8"HOLLOW STACK BONDED z z = } Z Q o Z � a 0 0 0� - w z BREAKAWAY MASONRY FOUNDATION z Up [7Z } L+• mWa ] mzzl - WALL INFILL BETWEEN PILASTERSW W W 0 < m z w a Q z 3 - F Q W z 0 19 mZ < WU- 0 Q I- - Izl 1- Y ❑ zwQ0E- F !` o Z o Q - m a ❑ I w z Q ❑ W m < t- -J I- • I ❑ J UF z3Nam < 0vi AUC] LJ z SHEET NO.: ST-3 0 STRUCTURAL CL PLAN 0 JOB NO.: Q 2013.1678 SUBDIVISION: O Atlantic Beach, FL LL Q LOT NO.: z_ 1475 ( FLOOR PLAN: z ' ft O ' J " Z DESIGNED: } , U KP K 1 W REVIEWED: w JAE w Q REVISIONS DATE PERMIT DOCUMENTS 11.17.14 m Q W O W Q Z V' MASONRY BOND BEAM BEAM SCHEDULE U) BEAM SIZE REINFORCING Z) (WIDTHx 0 MARK DEPTH) BOT TOP VERTICAL NOTE I:: OAPEX — BB-1 8"x40" 145 145 #5 @ MAX 24" 2 BB-2 8"x48" 1#5 145 #5 @ MAX 24" Q TWL �r�rtu��e�ii SF"-s0'' -J *; 0 58544 :2 Z GARAGE LEVEL STRUCTURAL PLA 1 /4 = 1 ' 0" W � ra � IL j •bn�i�i%% P.E. . 8i FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN ` • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C. STAGGERED. BEAM FASTENING SCHEDULE: • 2 PLY&3 PLY 13/4"WIDE BEAMS: FASTEN PLIES W/(3) ROWS 10D @ 6"O.C., STAGGERED • 2 PLY 3Yz"WIDE/4 PLY 13/4'WIDE BEAMS: FASTEN W/(2) ROWS%"0 THRU BOLTS W/NUT&WASHERS @ 16"O.C. STAGGERED, PROVIDE 3"EDGE DISTANCE / /— 7 -'------ ---`---- - -----------------------------E --__ - ----_ _ H / t - — ----' Aw x ----- - + - --- - 'J ' f iA I -_....- FLOOR PERPENDUCULARTO EXTERIOR Q f ---- ----- -- -- - WALL: (2)2x12 PT LEDGER W/(2)ROWS e" =------ ------------ ,.: THP;4 __ _____ 0 x 8"LONG EXPANSION ANCHOR W/NUT N ._....—_::..-_ _` @MAX 24"O.C., _...__.. _._._.._. ; . AND WASHER M 2x12 BLOCKING TO FIT TIGHT _._--_.._..F,_.;i--�<--- -- - a.;<.:1._. .r:=..t._____U 1,: ?,._ STAGGERED BETWEEN JOISTS,TYPICAL AT CANTILEVER FRAMING -- ✓ Q - -- j_ F ---. .. ----................. . ._ . -—-- _._..._. __._......... ---- - ---.._..._.__...--'----------- --- --------------.._........._.......-_.............--– - --- L` 2x12x16'LONG N0.2 SYP PT -------_.__...._-.........___._._....____._ 2- DECK JOIST @ 16"O.C.ATTACH TO FLOOR TRUSSES W/10df - u — --.-.-.. :___--- NAILS @ 6"O.C.AT ALL TRUSS l ---- i CHORDS AND WEBS -------____..--------............:...r_r. l"y U::. 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Q z � z W o �`X IL p p ❑ Oww I � ❑ J m ATTACH dNAILST0OR TRUSSES @ 6"O.C.AT A,LL [Y z Z Q X W o W W o N 13 p z TRUSS CHORDS AND WEBS W a - D w �- Z Q F- w m_ m E W wwz XQwrjQ1t I ? wZ wf < Ww7l- pU � wZzZ zZN Q p ap ❑ ❑ Q w Z Wp � Qmz - It <1 3 � w F— W wz ❑ � L7WCw9 � WW < XC] U Q IQZ >- ZIQC7 Wof < U p F � IzFI- YZZW F- z U Q - U ❑ I w p Z Q 0 � mF z a �NpU0 < 0v7 � z � U z SHEET NO.: ST-3A 0 1ST LEVEL FRAMING ° JOB NO.: Q 2013.1678 E SUBDIVISION: E Atlantic Beach, FL LL LOT NO.: z 1475 FLOOR PLAN: z DESIGNED: KPK Op y � w I- REVIEWED: ::. w JAE _ a Q REVISIONS DATE • • • • PERMIT DOCUMENTS 11.17.14 00 W . . Z O w 2 - Q z D O PEX �® < `%%%1111111811 DIC\�F�tFp1�� � . O , NO 58544 '•2 ' eA'P E X r GARAGE 2ND LEVEL FLOOR FRAMING PLAN 1 /4 - 1 0 I- ` % T' •� �s I o R� Q P..IAM 44 4. FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%2"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/HTS20 OR MSTA24. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW w/HTS20 OR i MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING �� ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAM (i DIMENSIONS. r; S. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER j' TYPICAL WALL SECTION SHEET. 6. JACK AND KING STUDS TO BE FASTENED TOGETHER W/(2)ROWS 4 10d @ 8"O.C. STAGGER ROWS. C: (7 1 N N coj H U t6 ■ �� N m Cn U 2 STUDS � w POCKET INTO POCKET INTO MASONRY W/4" MASONRY W/4" Cu DTT2Z � BEARING(OPTIONAL BEARING(OPTIONAL Q a) 8 "MASONRY EXTERIOR WALL WOOD BEAM) WOOD BEAM) `i -------------;--------------;r------- ----- AS SHOWN. SEE DOWEL AND I' LINTEL PLACEMENT PLAN (2)3Ya x 18"2.0E PARALLAM PSL C _...,..__.______—. _ .. .. -7.. t. , , i- :ilii : :.I:i i=!i i { ii.i i r� W r{ iil � t iil!i's \ . t— _ , ,;. I. ,. .. .1..1. :, .... I, .. !, ,i. .. ! , ... ,. ..... :. .I .. , .F li..,,,. i. .t i,}ii:S .L_C>...:I.�_7 !��_�x'J..,_�:1:.J_ a,l!, „� , r�u .r��1�_�r1�1'�I�7�.i._.1 � : ���::>>_:(� __ __----------- - -- - -----= - 8F16-1 ST - - (2)...226-1/2 ;•' i �_ _ ; 1T(PRE-STRESSED) I OR PRECAST INTEL i T.�., . Tom! .ii Tr, ii 2x 8 1/2 is i I, iti I 2 - S ij ' I' j ;i i M, , MSTA24 1' -- (2)2x8 1/2 � DTT2Z 1= _ ! --- ; - ----- 8X16"CONCRETE TIE BEAM 4 ,.I,. ROOF GIRDER TRUSS"'r =_ - _- ------ , 2 s BOTTOM& ---......... �i ..................---_------ ::,...._ #3 TIES 0 8"O C i I O f , ' a 1 ONO _-- w l) I N M (2)2x6-1/2 ;' j i U` 10"x10"MASONRY COLUMN W/ -- ":� 4\ f -- O! -2;J0.5 VERTICAL REINFORCEMENT N co " NOTE 4. 1 MSTA24 ` 1 DTT2Z w 2 STUDS _� LL F- C7 DTT2Z j =-_- /i ---------------------- --- -- - - - : J _.... ....... .. .._.._._....-.-- -_— --_— —_ —_._ ___ --------------- ----- _.-_-..-_ ,. LL _ _ _ — ._.-.___.. .-._..._ _......-............. ........._.. ___.___---__.._..__ __ ._.__. _.....__.. -- -- i ;;...... .. - ---- __.- _f. FLUSH STEEL BEAM I _. Z . ----_..._ -- -- - i _ :i 'f : � T , 1(2 UC4 I )-2x61f2. H 14 (3)2X12 (2)9 1/4' LVL-1/3. A Y -------- " 2 6 BEARING 2x6 BEARING -� WOOD HANGER ST-7 Q r _ LOCK TION IN BLOCK s B ;yl CONNECTION ni I FLOOR O -- ..... - - - _.. _. I _ W Sw>i = ( g F ' 1 MSTA24 r I 1 DTT2Z ! I I a i j I I w ,. H I i 1 I I SWI N \.,. Q NOTE 4 ! °1 - - - --- o O - -- - -----r-- ---- r- - - _ ._.. --- STUD - Y I 2 S 2E j Lu :6x6 PT POST J DTT2Z LL a M STA24 1 - `` =1 FLUSH WOOD BEAM _ — - -_-- --- - , f - (2)2,6 /2 _ =1 2 MSTA24 ' _I ; to } 112 1 DTT2Z X 0 z 2 ❑ -- 1 __ LL LO a --' _....... _._.. --- -' _� ?- EL zw � � mJZZ ❑ MSTA24 1 F � ww - om � QnW LL i , ' DTT2Z 1 ; i owWo � Nww❑ DLnm - 1 O I 1�1 ED a- z } z ❑ -- I! i z � 011 wwwU1NF � WW -- _F-L ! ROOF TRUSS____"_- __ ......... ___....._ -- -- _.__ .--_ - ---------- ..._._._..-- =__= _== - -- ____ ---- - - -�_ - _ . . - --- - _. _----- ----- -... - - --- -- Qw ❑ w � W I Z oaJ � � � z Qw ........ — F O a 0 z LL IL D ❑ - _ _. _ _ zl zwv - ❑ xJ SW2 : rl BM L� FLUSH WOOD BEAM -_I ❑ m 2 MSTA24 2 11 1/4" LVL 2/3 -- - m M Q m W z W w z N 0 Q 7 w O � wwl � pD W � DQW NOTE 4 O z F- 1 DTT2Z W O W w O Q D W t7 = f w XQ wQm IL _- ---- -- z wWQWaztW- o � � zuiww ` TRUSS r _ ..._. m -= -- -- _ — - ❑ ❑ [� � wz ROOF GIRDER - i -- y I z Q D D - Z ! ! ---- i - - ----- -- - mwa � m ? z - Z L� W W ° 0 < mz WD tO W Q � FU W Z ❑ ° W (3)2X12 -2l3 ,�' Q IQz � zlQmwm � p � Q � (2)9 1/4"LVL :m i.: Q h IZ �F YDZw0 WI- m _._._....... _._...._ _ ___ z m Q - n D I w Z Q ' -- 3N - - a , ! i ! O Z � Q Z .: 2 MSTA24 }2 MSTA24 -- ' - ----... .. _._.._..__._-. €i 2 MSTA24 - j` i z I; \. DTT2Z '1 I ,i j i -- _ _ - - ST 4 (LEVER BEAM ; CAM I --- - - it — _—_—__._.___ ! : i ' HU , 2 2x6 1/2 ( r c. r, - � ! !il:a :I�sl.. !:r;. — ix� i ten. ,� :T�T��i.;i _Ii �1�. :� li� --�- � STRUCTURAL a0. OB NO n i S I � PLAN M TA24 2 -- --; -. O J I, TT2z f I I C LEVER BEAM 12'-0" SUBDIVISION:1678 I 1 (3)2x12 BELOW TOP PLATE,CANT.4'-0"OV i R BALCONY 0 Atlantic Beach, FL , ----- ---- — •r�?�'x�,,. �'�.krw��:xS .�g�•.-�,t .LOT NO.: a z 1475 ' "Opyo FLOOR PLAN: L E 0 I ' - ODESIGNED: U KPK Lu 1 �- REVIEWED: Ljj JAE CL REVISIONS DATE , PERMIT DOCUMENTS 11.17.14 i Lu 1 Z 0 la , LU Q Un 1 - �t`� RE...... PEX 4R it � :`�F�.•��RS1F•P{r3,�4�FtS'��: GINEE j 0 *: No 58544 •'•� O O r Z ��, U O•. TA F �•. �• �e GARAGE 2ND LEVEL AND MAIN HOUSE:- 1 ST LEVEL FRAMING PLAN 1 /4 - 1 0 GABA XLLI •,s• • -•• � ��.,, i. son, P.E. P.E.N 58544 : FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL 4. OVERFRAMING NOTES • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON . ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. FRAMING PLAN • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. 0FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3) 16d • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. COMMONS MIN. • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 2. TYPICAL BEARING BLOCK CONNECTOR. • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO.MATCH • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. DIMENSION OF TRUSS MEMBER. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. BOTTOM CHORD W/(3) ROWS 10d @ 4"O.C. STAGGERED. 3. LEDGER FRAMING NOTES: RAFTER SPAN SCHEDULE • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O•-C LUMBER SIZE EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX SPACING -24"O.C. SPACING) 2x6 2x8 2x10 2x12 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN 12" 15'-5" 19'-11" 23'-9" 26-0" • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 16 13'-4" 17'-3" 20'-7" 22'-0" PROTECTION AGAINST CORROSION 24!1 10'-11" 14'-1" 16'-10" 19'-9" • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK . LEDGERS SHALL BE SECURE TO WALL FRAMING WITH 1 20 L.L./15 D.L.#2 SYP WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. CEILING JOIST SPAN SCHEDULE ROOF FRAMING LEDGER: O.C. LUMBER SIZE 2x6....................(4) 12d COMMON SPACING I . 2x8....................(6) 12d COMMON 2x4 2x6 2x8 2x10 2x10..................(8) 122 COMMON 12" 12'-5" 19'-6" 25'-8" 26'-0" 2x12..................(10)12d COMMON 16" 11'-3" 17'-8" 23'-4" 26-0" a) FLOOR FRAMING LEDGER(W/NAILS): 24" 9'-10" 15'-6" 20'-1" 23'-11" PT 2x6................(3)16d COMMON 0 PT 2x8................(5)16d COMMON 10 L.L./5 D.L.#2 SYP M PT2x10..............(7)16d COMMON M PT 2x12.............:(9)16d COMMON C N N FLOOR FRAMING LEDGER(W/SCREWS): m PT 2x6................(3)%4'x 4%2'LONG#14 WOOD SCREWS a) -I PT 2x8................(5)%4'X4 L -Y2"LONG#14 WOOD SCREWS 1.. PT 2x10..............(7)%4'X 4%"LONG#14 WOOD SCREWS = PT 2x12..............(9)%4"X 4%"LONG#14 WOOD SCREWS """"""'oU t6 ■ �■ N m ---- ­.....­ ----M M T ka ____ 11;� (n -- ---sem -rE - r----;6 n - :T1- U } : 1a; r ;t . {; f i; a { .i i _ . : i € i .; i . .. li I; I. i i' a) '. < !i . : . .. 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ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/HTS20 OR MSTA24. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING M ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK (o STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM N DIMENSIONS. (V M 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER J TYPICAL WALL SECTION SHEET. 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W/H10A,LINO ON ROOF FRAMING 3/4"BETWEEN TOP OF WOOD PLAN PANEL AND CENTER OF W - FASTENERS. �y� (2)#4 CONT. CREW MAX 32'0.. WALL SHEATHING TO TOP PLATE 2 scREW)ER HEADER. O.C. MIN(2)PER HEADER. W/8d COMMON @ 3" Cw APPROVED SOFFIT � (1)#4 BAR AT C CORNERS WITH MIN. ''T"ICKPLYWOOPLATEG UEDAND TRUSS TO TOP PLATE W/ G PLATE GLUEDAND �X� 24"LAP SCREWED.MIN4S8PLAP UCE SIMPSON H2.5T,UNO ON PLAN C N TRUSS OR RAFTER TO TOP PLATE W/ •EVERY OTHER STUD TO TOP H10A,UNO ON ROOF FRAMING PLAN PROPERLY WIND LOAD RATES 2 #4 CONT. PLATE W/SP2 @ MAX 32"O.C. SOFFIT MATERIAL CONT.@ ( ) (OPTIONAL SDWC15600 @ 32" C PERIMETER.SEE DESIGN CRITERIA. O.C.) WALL SHEATHING TO TOP PLATE PROPERLY WIND LOAD RATED SOFFIT TOP PLT TO STUDS/HDR W/8d COMMON 3"O.C. •EVERY KING STUD TO TOP PLATE �° t-P ] 1111 ILI I I I I I I I I�N TYPICAL EXTERIOR WALL MATERIAL CONTINUOUS @ PERIMETER. W/SP2 @ 32' O.C. D (EXCEPT TOP AND BOTTOM W/SP2 OR OPT SDWC15600 0 ; PLATE) SEE TABLE 1:COMPONENT AND (OPTIONAL SDWC15600 STUD SPACING PER TABLE 3: o v •EVERY OTHER STUD TO TOP CLADDING DESIGN PRESSURES ON SCREW @ 32"O.C.) MAXIMUM EXTERIOR WALL STUD PLATE W/SP2 @MAX 32"O.C. SHEET ST-1. SPACING.ROOF BEARING ONLY. (OPTIONAL SDWC15600 @ 32" STUD SPACING PER TABLE 3:MAXIMUM 8"CMU BOND BEAM O.C.) EXTERIOR WALL STUD SPACING.ROOF TYPICAL EXTERIOR WALL SHEATHING.•EVERY KING STUD TO TOP PLATE BEARING ONLY. SEE TABLE 2:WOOD STRUCTURAL (Y) W/SP2 OR OPTIONAL SDWC15600 TYPICAL EXTERIOR WALL SHEATHING. PANEL SHEATHING REQUIREMENTS ONCo SEE TABLE 2:WOOD STRUCTURAL SHEET ST-1. BOND BEAM REINFORCING AT CORNERS N PANEL SHEATHING REQUIREMENTS ON N Co sTUDTOTRussw/ J SHEET ST-1. "'"THICK PLYWOOD SIU PLATE GLUED AND SCREW ED.MIN 48'LAP SIMPSON MSTA24 WALL SECTION AT ROOF (COMMON HEEL CONDITION) SPLICE (D LL. WALL SECTION AT ROOF RAISED HEEL CONDITION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) L 1 �o (THIS SECTION IS TYPICAL FOR ONE AND TWO TORY APPLICATIONS) co BOTTOM PLATE TO RIBBON BOARD W/10d m COMMON @ 6"O.C. CIO 4-_+ WALL SHEATHING MUST SPAN CONTINUOUS BOTTOM PLATE TO BEAM(OR GIRDER)W/ ACROSS FLOOR SYSTEM&EXTEND MIN.24" 10d COMMON @ 6"O.C., NO. co ABOVE SECOND LEVEL BOTTOM PLATE DIST.FROM DOOR JAMB/ MIN.SCREW DIST.FROM DOOR JAMB/ MIN.SCREW WALL SHEATHING TO BOTTOM WALL SHEATHING TO BO OM PLATE WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH PLATE W/8d COMMON @ 3"O.C. W/8d COMMON @ 3"O.C. %"OR 1 Y" PER MANUF. 3" 5" UPLIFT CONNECTOR WOOD:MT512 MINIMUM 3"LAP MINIMUIV FOR BEAMS. 1 Yz" 3;/4" 37/16 5" MASONRY:META12 CONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO BEAM(OR GIRDER TOP CHORD)W/8d 1 Ids" 3Y4" 3%a" 6" WOOD OR MASONRY BEAM PER PLAN 4"BETWEEN BOTTOM OF WOOD COMMON @ 3"O.C.CENTERLINE OF FASTENERS TO BE 1 Y2" 2Y4 PANEL AND CENTER OF FASTENERS. ABOVE BOTTOM EDGE O SHEATHING U Cu fig'MAX GAP BETWEEN BOTTOM WOOD FLOOR IMPORTANT -FOR GIRDER TRUSS APPLICATIONS, SECTION T H R U RADIUS WALL s. SHEATHING MUST CONTINUE TO BOTTOM EDGE OF TRUSS TITEN OR S SCREWS SEE TABLE OF PANEL AND TOP OF SLAB. TRUSSES BY m \ `Q � TOP CHORD. ABOVE FORR LENGTH: L0 WOOD FLOOR TRUSS BY OTHERS •(2)ROWS y4"DIA.@ 30"O.C.STAGGERED SHEATHING TO CONTINUOUS PT 2x IF WALL SHEATHING ISN T CONTINUOUS FROM SECOND •( ) 2 ROWS Y16"DIA.@ 24"O.C.STAGGERED d' PT 2X8 PLATE;ANCHOR TO BOND BEAM e PLATE W/8d COMMON @ 3"O.C. FLOOR TOP PLATE TO FLOOR BEAM,THEN THE W/Y"01X8"EMBED DRILL&EPDXY OR CONTRACTOR MUST STRAP THE WALL PER THE DOOR JAMB OR WINDOW ATTACH TO PLYWOOD PLATE AND HEADER FRAMING O TITEN HD W/2"WASHER @ 24"O.C.(MAX.) .• ALTERNATE STRAPPING METHOD BELOW. 2x_PER MANUFACTURER'S DETAILS SPECIFICATIONS • V (2)COURSE CMU BOND BEAM W/#5 CONTINUOUS IN TOP COURSE VERT.REINFORCING TO HAVE ALTERNATE STRAPPING METHOD FOR WALL TO BEAM OR GIRDER) DISTANCE FROM BLOCK TO DOOR TYPICAL AT RADIUS WALL FRAMING: C) 10"STANDARD HOOK INTO �' JAMB OR WINDOW,SEE TABLE N TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TOT P PLATE WITH SPH4/6 AND a ABOVE(SHIM AS NEEDED TO 2-PLY 4" PLYWOOD TOP AND SILL PLATE TO BE FASTENED TOGETHER BOND BEAM TO BEAM/HEADER BELOW WITH MSTA36(OR S16)WITH(18)10d COMMON. PLUMB JAMB,DO NOT EXCEED Ya") W./ 2 ROWS 10dx1-1/2"COMMON NAILS 12" TYPICAL WALL SECTION AT FLOOR KING STUDS: WITH MSTA36(OR CS16)WITH CH KING STUD TO TOP PLT(18)10d COMM NITH SPH4/6 AN D TO BEAM/HEADER BELOW ( ) @ O.C. OR 2x PT NAILER O PERPENDICULAR FLOOR TRUSS CONDITION **WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH USE SIMPSON CS16 EXCLUSIVELY** 4-PLY 2' PLYWOOD HEADERS TO BE FASTENED W./(2) ROWS SIMPSON rn (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) BUILT UP 2x ATTACHED TO MASONRY,(1)PLY 3"LONG WOOD SCREWS @ 12"O.C. EACH FACE. ALT. WALL SECTION AT LOOK 1x_OR%s'OSB MATERIAL MAY ATTACH TO WALL N ALL PLIES TO BE ADHERED TOGETHER WITH EXTERIOR CONSTRUCTION cV SECOND FLOOR TO BEAM CONNECTION DRYWALL M (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) ADHESIVE. ADHESIVE MUST BE INSTALLED PER MAN F.SPECS. NAILING 8"CMU WALL AND SCREWING ARE ACCEPTABLE MEANS TO APPLY POSITIVE -� 8' PARTIALLY GROUTED EXTERIOR CMU LL PRESSURE TO PLIES. PEALL RSTVRUCTUICAL RAL "NLSHEETSR�2BG TYPICAL DOORMINDOW JAMB TO BLOCK "' J (TYPICAL FOR ALL MASONRY OPENINGS,UNO) ALL PLYWOOD PLIES TO BE CLEAN, UNDAMGED PLIES. J Z o_ LAP ALL JOINTS. MIN LAP BETWEEN PLIES TO BE 24"W./(4)SCREWS O PROVIDE DOWELS TO MATCH VERTICAL - IN EACH LAP. Y N WALL REINFORCING W/MIN 25"LAP ALL SCREW FASTENINGS SPECIFIED ON PLAN/DETAILS TO BE U Z (IF DOWEL IS OMITTED OR IMPROPERLY Q g INSTALLED, DRILL AND EPDXY DOWEL OF ANSI/ASME STANDARD 818.6.1-1981 WOOD SCREWS, UNO. EQUAL SIZE W/MIN.6"EMBEDMENT IN o MONOLITHIC, 12"EMBEDMENT IN MASONRY) w - - - - - - SEE ST-1 FOR FOUNDATION \\ \\ \\ i 1'; SPECIFICATIONS �............I, 12-31-2014 0 Z BOTTOM PLATE ANCHOR NOTES \\\ \\ / O •EACH SILL PLATE SHALL HAVE A MIN. OF(2)BOTTOM PLATE ANCHORS. •INSTALL ANCHORS WITHIN 12"OF EACH ti ww Q p0 END OF SEGMENT(BUTT JOINTS). 0 p Z 2 0 m EXTERIOR WALL ti LLo = Wv ° pj` w0 TYPICAL WALL SECTION AT FOUNDATION � ❑ (LZ z J N 0 ° z - THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) } w z � Q F W W � 0 m Q � a j w O O W WE > ❑ NW WpfUl1U1 � O Z Daw0 ww _j0 W - 0 i- D ❑ Co 0. z W J m z F 0 zaps } w = � ulU) ❑ zw TYPICAL WALL SECTIONS ALTERNATE WALL SECTIONS & TYPICAL DETAILS w aWFa ❑ WHZIW ° NU0 Z aIFN ° � wFI- � zWaLL F1- ❑ a p IL LL' z w a p2 o' ❑ 0 W w a = � v ❑ w J O a W 00 p w Co zZ < X,. 20I- 0 - 1 oz a w GENERAL NOTES APPLICABLE TO ALL: w M - o w X Q Z < F W W W E 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. z Z = } Z Q 0 ? ? a 0 0 0 � w Z ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE2x_ NO2SYP FIT. w WZoI � � WD mw<m � a 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x N0 2 SYP PT. ¢ = a z } z = Q n z w 15 DI � H � xzp�- V :I O wl- � 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. . o W a � o I- ❑ z w o z a 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 0O � 0 ? 3 ro a w Q 0 m ? 0 0 J 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. z SHEETNO.: _ w 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A o ST-6 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. oTYPICAL WALL a SECTIONS OJOB NO.: 2013.1678 SUBDIVISION: o Atlantic Beach, FL J LL LOT NO.: Q 1475 bFLOOR PLAN: < O l t DESIGNED: .Z KPK Ct, I--W 1p REVIEWED: ,X w JAE ` a ¢ REVISIONS DATE PERMIT DOCUMENTS 11.17.14 } PLAN REVIEW 12.31.14 m D W Z O w z W O APEX 1 E • H N • } «a ° FJVGINEERING'U,(� s No 58544 * O Z !r sT d - W d�I Q eff P.� o ,P.E. 544 12.31. 2 JACK STUDS, 1 KING STUDS 3 JACK STUDS NUT&WASHER AT 2x8 NUT&WASHER AT 2x8 HT75 HEADER HEADER EXTEND 2x8 TO TRUSS CHORDDBL 2x8 NO.2 SYP PLANK FASTEN STUD TO o DBL 2x8 NO.2 SYP PLANK EACH SIDE OF HEADER . CORNER STUD GROUP BOLTED OR FULLY WELDED MOMENT HEADER W/(2)10d /— HEADER W/(2)10d W/(2)ROWS . @ OMIT T ° CONNECTION COMMON IN EACH TRUSS COMMON IN EACH TRUSS O.C. STAGGERED. cxl CHORD @ 32" O.C.TO CHORD @ 32" O.C.TO NAILS AT BOTTOM 24" — MATCH TREADED TOD OF STUD FOR HTT5 TOP OF WOOD MATCH THREADED ROD LOCATIONS LOCATIONS INSTALLATION HTT5 FRAMED VVALLT 81! FASTEN SHEATHING TO FRAMING W 8x15 STEEL TRUSS CHORD OR MEMBERS W/8d COMMON @ 3"O.C. BOLTED OR FULLY WELDED MOMENT —U HEADER BLOCK @ 24" AS SHOWN CONNECTION O.C., SEE PLAN WALL SEGMENT PLAN VIEW Y4'PLATE STEEL WEB Y4'PLATE STEEL WEB STIFFENER (TYPICAL FOR EACH WALL SEGMENT,NOT TO SCALE) STIFFENER WOOD PANEL SHEATHING TRUSS BOTTOM CHORD @ WOOD PANEL SHEATHING AT PORCH CEILING, SEE AT PORCH CEILING, SEE 24" O.C. NO PANEL SPLICES PLAN PLAN 2x CRIPPLES @MAX 16"O.C. M w 2X6 No.2 SPF BOLTED TO BEAM/ 1/2"-THREADED ROD N > I— , 3 „ 1/2"-THREADED ROD COLUIrIN FLANGE Wl 2 ROWS /e (d m , , ( ) ANCHOR 32 O.C. 2x CRIPPLES @ MAX 16" ANCHOR @ 32" O.C. THRU BOLTS WITH NUT AND WASHER N = HEADER TO BE CONTINUOUS TO @ 24"O.C., STAGGERED O.C. LL o w • KING STUD W/NO FLITCH PLATE w JEXTERIOR WALL w a FASTEN SHEATHING W/8d LU w EXTERIOR WALL z w F_ SHEATHING W/8d COMMON GRID PATTERN @ 3"O.C. U) � SHEATHING W/8d COMMON 6" O.C. J COMMON @ 6 O.C. a � Z EACH WAY,AS SHOWN X X @ U 00 OD W W (L NOTCH BOTTOM PLY TO • SHEAR PANEL TOP PLT TO HEADER NOTCH BOTTOM PLY TO C:U) z W/(2)ROWS 10d COMMON @ 3" fil CONCEAL NUT WASHER CONCEAL NUT WASHER m U) O.C.STAGGERED PLANK ORIENTED HEADER PLANK ORIENTED HEADER +� z m JACK TO HEADER WITH MSTA24, (2) PER PLAN PER PLAN Q a M TOTAL AS SHOWN • 2x4 BLOCKING AT PANEL SPLICEI =1 (" C •• FOR EDGE NAILING, EDGE NAIL B1 BZ SECTION THRU SUSPENDED HEADER SHEATHING AT BLOCKING TOP OF FLOOR SECTION THRU SUSPENDED HEADER Q FASTEN ALL MULTI-PLY STUD GROUT FOR TYP ST-7 ST-7 U GROUPS W/(2)ROWS 10d COMMON LEVELING 1/4 YZ'STEEL BASE PLATE(AT EACH COLUMN) LU @ 8"O.C.,STAGGERED OCo III COLUMN FULLY WELDED TO BASE PLATE W/ D •' MIN Y4'FILET WELD ALL THE WAY AROUND Co SIMPSON HTT5 HOLDDOWN W/6" TOP OF MASONRYJ BASE PLATE TO FOUNDATION W/(4),3/4"fd x 12" lo EMBEDMENT EMBED WET EMBED ANCHORS W/NUT AND ti z WASHER AT EACH END a. .. O z •• 1Y2" 1Y2 d•' 4 r 71 d O a _ _ 13/16'O HOLE FOR EACH�(4"O LqN a 2" ANCHOR BOLT LOCATION `- ELEVATION VIEW 2,. OR (TYPICAL FOR EACH WALL SEGMENT) 16" 5Y2' 5Y2' 16" 0) "STEEL BASE PLATE-ADJACENT TD BUTT GLASS Y2'STEEL BASE PLATE-) TO BUTT GLASS WINDOW_ •FASTEN SHEATHING TO FRAMING M7GRIDPATFTERN 8d WINDOW(PLAN VIEW-COLUMN OFFSET ON BASE PLATE) (PLAN VIEW-COLUMN OFFSET ON BASE PLATE) N COMMON @ 3"O.C.,AS SHOWN CV •FASTEN SHEATHING W/8d COMMO@ 3"O.C.EACH WAY,AS SHOWN •FASTEN REMAINING SHEATHING W/ @ 3" -� LL O.C.EDGE, 12"O.C.FIELD W J J ("—p1 rSP2 STEEL PORTAL FRAME WOOD FRAMED PORTAL DETAIL I z PARTIAL ELEVATION AND WALL SEGMENT PLAN VIEW) I �-7 (PARTIAL ELEVATION) OY ST-7 ( U N O w H O U Y z O U) L0 �t X z 2p ti W W Q - ❑ ❑ ZofIYW Q Z N p L, D = W Y - p w W ❑_ Lo � ❑ � -Z � Z nD W0 W 13� ~ Q W ❑ _ pmQ � QDW ❑ z wWa0 w wwLNIn � O o a w O - D a Cl) ❑ m a Z a } W Z - ❑ U) p a w w m ❑ z ❑ W Q0- < 0InIwwWI.- W W W ❑ ❑ Z F ❑ QC) IL xF IIwZ W -3t pZ d Z LL 0LL IL ❑ X p W w I w O Q m C7Q0 � DzW ❑wzmo < 2W Z QXw ❑ p1- 0 - I ❑ Z w _wWDWXFZUF' ww � � L7 UPLIFT CONNECTOR w III w Q w W 2 i- o 1j ❑ u1 w w STRAP z zI >-z 0 - ? ao0In 0 <- wo 0 L9 Z zw0QmLL? W WQ � z � � � Q .. w W p L7 w W N W Q a n 6 0 W14x68 STEEL W a Q wQ LLIQnWQ � IF- 3: Z � Y ❑ zwD � I- - BEAM W/PLYWOOD GLUED 2'PLYWOOD � 0 w , Q o I - I ❑ o _j PREFAB FLOOR SHIM PIECE SHIM PIECE O n t- Z_ 3 N a w ¢ ❑19 z 0 0 TRUSS BOTTOM _ w FLANGE z SHEET NO": ST-7 4000 PSI ~ CONCRETESTAIR Q I C STRUCTURAL m O 0 —F DETAILS SIDES OF STAIR TO BE O JOB NO.: ISOLATEDFROM I WOOD PACK EACH FACE W/(2) Q 2013.1678 MASONRY s ROWS 3"THRU-BOLT AND x 1-1/2"LONG SLOTTED Q WOOD PACK W/-"THRU BOLT WASHER @ MAX 48"O.C. a' SUBDIVISION: WALLS AND WASHERS @ STAGGER ROWS HOLE IN BOTTOM O Atlantic Beach FL (BEYOND) I STAGGER ROWS MAX 48"O.C. Y SEE ARCH. � I ( ) FLANGE AT END OF ___I , FOR RISE STEEL BEAMLL 1 AND RUN G W14x68 STEEL BEAMK r» (fYP) 2"'LUG"FOR BEAM TO TIE-IN 2x6 PT BEARING f- b�` x - LOT NO.: T BREAKAWAY. LUG IS PLATE ¥ POURED MONOLITHIC WITH 5.. 2x WOOD NAILER WITH BOLTED . MASONRY8"LOADS EAPLAN x 12"LONG B AM 1U"SQUARE MCOOLUMN ANC(2) BOLT OR SCREW ATTACHMENT 1475 FOR VERT.REINF.SIZE y. (rD FLOOR PLAN: AND SPACING I LED C LL @MAX 24IL0 C. (BEAM BEARING AT COLUMN) (SECTION THRU STEEL SEAM) (STEEL BEAM DETAIL) O i I z DESIGNED: 3000 PSI GRADE BEAM, 3GRADE 000 PSI NO.5 @ B" SEE PLAN FOR SIZE AND 0 KP K 5"THICK x 5' BEAM,SEE REINF. w SQUARE 3000 PLAN FOR NO 4 @.12„ I B EAKAWAY CONCRETE 1— REVIEWED: PSI SIZE AND TPINAPI F rG IN MAX 5'-4" BREAKAWAY REINF. I I L NGTHS w CONCRETE JAE SLAB PIECES NO.5 I CL _ DOWEL @ 8" Q REVISIONS DATE • rA STEEL BEAM DETAILS PERMIT DOCUMENTS 11.17.14 ST-7 Co 0 w z ST STAIR SECTION O ST-7 LU Q z U) i) O APEX 1= U Q } ONEea�� . psi `�� �F. .• `I C ENS *:•• 0 8 •'•�O 4 :2 w O• ST a I- •,,c. F :•4 r Q /// PPA n�s��? TYPICAL EXTERIOR V WALL SHEATHING 3000 PSI SLAB AND GRADE BEAM, BOTTOM PLATE TO SEE PLAN FOR SIZE AND REINF. RIBBON BOARD W/10d - COMMON @ 3" O.C. WALL SHEATHING MUST SPAN � NON LOAD REINF, 5 CONT. TYPIC CONTINUOUS ACROSS FLOOR SYSTEM & AL FLOOR BEARING WOOD ELEVATOR SHAFT EXTEND MIN. 24"ABOVE SECOND LEVEL FRAMING WALL WALL BOTTOM PLATE 22.75 NAVD 22.77' NAV-D ' _�_� o SLAB STEP, WALL O BOTTOM GARAGE FF SEE PLAN PLATE W/8d COMMON @ 3" O.C. MAIN HOUSE FFE 22.77" NAVD ---- 22.75' NAVD FOR DEPTH Z" BETWEEN BOTTOM OF WOOD GARAGE FFE 22.75' NAVD MAIN HOUSE FFE PANEL AND CENTER OF FASTENERS. o MAIN HOUSE FFE 3-1/4" �� I 8" MAX GAP BETWEEN BOTTOM OF PANEL AND TOP OF SLAB. -� N m 2x4 DIAGONAL BRACE @ MAX BOND BEAM BLOCK —� m SHEATHING TO FLOOR TRUSS BOTTOM 48 O.C. w/(3) 10d COMMON N W/NO. 5 BAR CONT. m W 4 CHORD W/8d COMMON @ 3" O.C. �- TOE-NAIL AT EACH END. s m SECTION �+ m FLOOR'PERPENDUCULAR TO EXTERIOR WALL: THRU SLAB STEP 0 m 2x6 PT TOP PLATE z (2)2x12_ PT LEDGER W/ 2 ROWS 0 x 8 LONG Q Y2"ANCHOR BOLT w/NUT AND WASHER ( ) s w O ST-8 EXPANSION ANCHOR W/NUT AND WASHER @ m 0° @ 24" O.C. WET EMBED J-BOLT w/MIN w = 7" EMBED OR THREADED ROD IN o MAX 24" O.C., STAGGERED o o I O 0 ADHESIVE w/MIN 8" EMBED z m Q m (2) COURSE BOND BEAM W/ >_ BOND BEAM BLOCK NO. 5 CONT. IN EACH z W/NO. 5 BAR CONT. o0 COURSE. BEND BARS 12" O < AT EACH END TO LAP PILASTER REINFORCING (1) NO. 5 CONT. REINF. M ,_6117 NAVD 17.0T NAVD BOTTOM OF 17'0T NAVD N ND BEAM M l BOTTOM OF BOND BEAM BOTTOM OF BOND BEAM 3000 PSI SLAB AND GRADE BEAM, _I SEE PLAN FOR SIZE AND REINF. LL �16.4'NAVD 16.4' NAVD 16.4'NAVD DEP WAVE CREST — SLAB STEP, DEP WAVE CREST SEE PLAN -' U 2""LUG"FOR BEAM TO TIE-IN TO DEP WAVE CREST 2""LUG"FOR BEAM TO TIE-IN TO SE R DEPTH � � BREAKAWAY. LUG IS POURED 2""LUG"FOR BEAM T TIE-IN TO BREAKAWAY. LUG IS POUREDCu MONOLITHIC WITH BEAM BREAKAWAY. LUG IS POURED MONOLITHIC WITH BEAM I D MONOLITHIC WITH BEAM \ U II 8"HOLLOW STACK BONDED 8"HOLLOW STACK BONDED ----- 8"HOLLOW STACK BONDED ---- BREAKAWAY MASONRY FOUNDATION BREAKAWAY MASONRY WALL INFILL BREAKAWAY MASONRY FOUNDATION WALL INFILL BETWEEN PILASTERS N0.5 VERT IN FILLED CELL BETWEEN PILASTERS WALL INFILL BETWEEN PILASTERS Cu N0.5 VERT IN FILLED CELL @ MAX 24" O.C. Q @ MAX 48"O.C. - � N0.5 VERT IN FILLED CELL N C N z z SOLID FILL BOTTOM COURSE @MAX 24" O.C. - 5 > FOR FRICTION BOND, TYPICAL 5"THICK x 5'SQUARE 3000 PSI SECTION THRU SLAB ST - BREAKAWAY CONCRETE SLAB PIECES 5"THICK x 5'SQUARE 3000 PSI E P < BREAKAWAY CONCRETE SLAB U ST-8 16"WD X 10"DP. PIECES ! BREAKAWAY CONCRETE m BREAKAWAY CONCRETE I 16"WD X 10"DP. BRE KAWAY I FTG IN MAX 5'-4" L FTG IN MAX 5'-4" _1 13.25'NAVD 13.25'NAVD CONCRETE FTG IN MAX5'-4" - LENGTHS LoLo LENGTHS GARAGE FFE GARAGE FFE LENGTHS �t- WATERPROOFING AND O r- 0 DRAINAGE BY BUILDER I I ------------* L� I O 0 0 i i U r CR Nt O 01 SECTION THRU GARAGE BREAKAWAY WALL 2 SECTION THRU GARAGE BREAKAWAY WALL SECTION THRU GARAGE BREAKAWAY WALL N ST-8 5.1-_8 ST-8 N 6 Co STEP IN GRADE BEAM ST-8 w w > Z 8"LOAD BEARING O U I MASONRYSEE PLAN FOR VERT. Q REINF. SIZE AND 3000 PSI SLAB AND 3000 PSI SLAB AND GRADE BEAM, -� PACING GRADE BEAMS, SEE SEE PLAN FOR SIZE AND REINF. N 0 CONCRETE TIE COLUMN, PLAN FOR SIZE AND - REINF. SEE PLAN FOR SIZE AND SPACING W Z) rk FINISHED FLOOR ' 22'-9",21'-9" OR 21'-3"-NAVD I- T —� TE-1, 12"DPX8"THICKENED EDGE FINISHED FLOOR I W/(1) NO. 5 CONT. REINF. O 22'-9", 21'-9" OR 21'-3" NAVD (BEYOND) U GRADELL It 13'-3" NAVD VARIES TOP OF PILE GARAGE F-F. ELEVATION -------.._._... ._....-...... --------------------- Q 21'-5",20'-5", (1) NO. 5 CONT- REINF. ' • fs Z OR 19'-11" NAVD 0 TOP OF PILE � - FINISHED FLOOR 0 -5",20'-5"OR 19'-11" NAVD - — 16" DIA PILES. PILE TIP BEARING (-10.0, 22'-9" NAVD 3000 PSI SLAB AND G F- RADE BEAM, CONCRETE PILE CAP, � MSL) SEE GEOTECHNICAL REPORT SLAB STEP, SEE PLAN FOR SIZE AND REINF. �- •—� �- SEE PLAN FOR SIZE � 16"DIA PILES. PILE TIP BEARING (-10.0, " E AN SEE PLAN FOR DEPTH D REINF. w W z 20 MSL) SEE GEOTECHNICAL REPORT • a Q • 'rt v zamm rL FINISHED FLOOR ►� ❑ ° ° W a Q z ,€ 11'-2" NAVD rt `` Cz In � FCD -wi ° 21 -9 NAVD T.O. PILE ti } a ° zw9 :' mezzo 0.76ARCENTERED < � ww - amQw < 0wa 114 PILE FOR FULL HEIGHT O 0a. W o °w Www ❑ N m 2 C 16" DIA. 500 h I UJ Coma . zwLW >- wz �_ o I I a F m 0 PSI CONCRETE PILE W/(8) CONCRETE PILE, SEE PLAN W z a o Q N z w w m I- N w Cl N0.5 VERT. BEND BARS 6"AT TOP OF PILE FOR SIZE AND REINF. Z QIf- N0Ow � FIWZZQ z CAP, TYPICAL.REINFORCING MAY STOP 5' N0.7 BAR CENTERED I - w a I ° - F X o Q ❑ 16" DIA. 5000 PSI CONCRETE PILE W/(8) __. �•., i � o w z ° � z o o � � � ---- - �' IN PILE FOR FULL HEIGHT ROM BEARING TIP OF PILE. 00 m Q a w C z D C z ❑ w N0.5 VERT. BEND BARS 6"AT TOP OF � ;' ❑ w w m ❑ Q 2 w PILE CAP,TYPICAL-REINFORCING MAY Qxw _ W m C w � Z Q H W N L M 6 STOP 5' FROM BEARING TIP OF PILE. • - W W z z w Q w m Q a m a z 10 z zWQwILwz =- zmwwZ ECTION THRU GARAGE PILE CAP z WWo < m ° �' �QFN3Z � ° 8 SECTION THRU PILE INTERIOR GRADE BEAM W W Q wZ ❑ IC7WL9 mw SECTION THRU SLAB STEP AT SHOWER ST-8 Q IQZ } ZIQ � W � � oWQ � SECTION THRU EXTERIOR GRADE BEAM ST-8 o f- B I Z Y Z W o W ST-8 ST-8 ❑ Q — Uit ❑ I W Z 0 �I � 3Naw < omF-- TUU J LL Z SHEET NO.: ST-8 TOP OF POOL FOUNDATION O SECTIONS (� •` 0 JOB NO.: TOP OF POOL 21.25'N ZI ---- • � � 20131678 SPA • r SUBDIVISION: _ o Atlantic Beach, FL • POOL r � P • • M ¢ LOT NO.: • (BEYOND) ' z 1475 . �: ` Ur FLOOR PLAN: J • 0 v • f • Z DESIGNED: 12 • 4000 PSI CONCRETE POOL WORK • w KPK I'— REVIEWED: c X • W JAE • . 16'4-3/4" NAVD n /- DEP WAVE CREST EL. Q REVISIONS' ONS DATE ------------- 164-3/4" NAVD • D RE ,:, .; . � • • • r..:. � .- � ,� ,., � VIEW 11.17.14 •y DEP W CR ES - • _ > ° TEL ------ �. f EP PLAN AVE -- m PERMIT DOCUMENTS 11.17.14 a TOP OF PILE a o 14.92' NAVD W NOTE: POO STRUCTURE HAS BEEN ANALYZED TOP of PILE z FOR WAVE AND HYDRODYNAMIC FLOOD 14.92' NAVD � LOADINGS UE TO GRADE BEAMS AT POOL O PARTIALLY ONSTRUCTED BELOW 100 YR. DEP CX,) WAVE CREST ELEVATION U NGI1EPEX cx�j u. .. ............ 9t�-q � 7 SECTION THRU POOL L3 51 SECTION THRU POOL 5�5�4 �:° ST-8 ST-8 I ,.. ,' ,{{ 1., ,. ,„ � .s, `.,.' c .��' ", !,•.;• . '' .• ♦ BOO X l i 1 E AN 0 /\ _TLANT� c 1:411 o� Et°- t5 U,81 ONRO� - NE ONCRETE BULKHEAD Ell 123 EROSION CC 31 ay R MONU ENT NO. 72 01 —A19 °�a � DN 2,18 ,6.31 .5 -� � s g CONCRETE BU KNEAD NORTHING 74 8 g 1 6 1 EASTING, - _ pp a y9 $ g tf° .3:✓'gam ° �'°O o", SzeCD $ 8 7 0 00 Bo — -- �— r 1 I Ln _cD GE DEC J _ _ _ ___ - - --- --- N T R 0 L PLAT B O O uo N CONT _ -- -- 6 � _ L C 0�i S T R� CTI 0 � -----���� ��� F--- A E A TA _ 3o Q Q � I PLA OOK 5 P z FORMER A �— - Tr ME o W c) Ir- — I I `SPA, poop C VERED X00 ECK m Q H C'"J GA L1-1- ---- ,�--� 60 CD 2nd STORY `- III rr r- O POOL p Q i p W U1 0 a C -1 � C) I -- - - d O u +J aco4-4 2d and 3rd S70RY , -_- r U WOOD DECDE KC a W 3 OQ I— Q X Q Q o W t--i - -- J QCD - N -- i k I p o W m 0 � I I I'I I fit' W l`' I r_aa g vQ gY T ►- rWr `C �L'-` LLJ Ln7 0 W i i I;i IF i I pZ 1 CV 11 j f�i s lS {n M LJ V ct� `-" t I -�—� > Q I i__ a I nT hT T� , w y° Z O ' LL- C`. ! Q • IILn I � 0 f 11 ��•� i ' ( J � (�! Wv7 I Vo1 ty O W � - -�_ ( z W LLJ _c� I I Q t I o E-- I �, V_ �f= LyA'' .,t. N 1 Lij , `j - I� - I T C ~ t II- _ SLI 7 S0 n � 11 l D LL' `___----- it ❑ STEP ❑ A i 0 LLI f ❑ � o Z Lo r t` �n I I p `t ` �I '; CA ATI 3 0 -1 r LJ tt O t— Ld CD N N N n--- I� I I I 2C o I II CEJ s YLOT Q { • F . � I _.._.._- _OT 4 GAP\AGE FR N o 1527 GAF;r�G` z :: I � CQ E p /ERS zo C ASTAL CONSTRUCTI N CO M O • I ,' U DAN —^ PAVERS 2T ,..� LO ► 1 SIG' L i— 1T I ] F A� E O T DAVM P P SITE E 47 GI�A __ VER R ^F---i RISE'S l >> 991 .17 ' E =� C J U 05'03 57 E BEA '� , s �: 69 9 FROM CCL TO EXISTING. FENCE v w w 40 RIGHT OF W Y ` 168 - 9" ROM CCL TO SEAWARD W I RD EDGE OF FILL SETS 146 — 0 FROM CCL TO SEAWARD EDGE OF POOL 126'-8" FROM CCL TO SEAWARD EDGE OF PAVER WALKWAYw U APPROVED PLAN AS PE9IWITTEp '- BY BUREAU OF BEACHES 66 '- 8" FROM CCL TO SEAWARD EDGE OF STEP AND COASTAL SYSTF i FLORIDA DEPT OF ' x STONE: - ENVIRONMENTAL PROTECTION �9 AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED j 26 — 0" FROM CCL TO SEAWARD EDGE OF DRIVEWAY ACTIVITIES MUST Y N'H ALL CONDITIONS THE ~J ft,R"AIT CQNSTRUCTKM CTti1N A1W A TIViTiES ARE STRICTLY LY `+ L!hAITED TO TF+OSE BOTH SHOWN ON THE APPROVE[)RO JEI)PLANS � AND LISTED IN THE PROJECT DESCRIPTION THIS PERMIT J B I n IS ISSUED PURSUANT TO CH 161,F S,AND OTHER PERMIT$ NIA ✓ 34'- 113/4" FROM CCL TO BACK OF EXISTING GA RAGE/START OF NEW EXCAVATION �1UIRED REVIEW D DA E PERMIT NO 0 4 FROM CCL TO SEAWARD EDGE OF GARAGE A/C SLAB � 50'- 6Y2" FROM CCL TO SEAWARD EDGE OF GARAGE AND STOP OF EXCAVATION c� s! 143'- 4%4" FROM C j DRAWN BY: STAFF CL TO SEAWARD EDGE OF STRUCTURE CHECKED BY: RECEIVED tp11i49' 0„ ry, EE I — FROM CQ'L TO S EDGE N . 1 _� SEAWARD WA R D ,)U �?(? ,�`�. ,�, � r s�. o �r � DATE: 5.22.14 E OF POOL DECK 1Q1 r� O26' DIVISION OF WATER `t, r!c � 1-1 SCALE: j � `RESOURCE NIAVAGF_ME T 7� 1 Eo ; N SOS NOTE: THE BULKHEAD SHOWN HEREON WAS LOCATED N LOTS • Y FR E s D: 3 & 4 BLOCK 51 AND' LOT^'2' MAY.22.14 BLOCK 62, � ATLANTIC BEACH AS RECORDED IN PLAT 1300K 5, PAGE 65; AND IN LOT 1 , NORTH 89, 72-01 —A18 — x ATLANTIC BEACH UNIT 1 , AS RECORDED IN PLAT 130011, 15, PAGE 10 ALL OF T DWG N0: DNR MONUMENT 83 562.4 NORTHING PUBLIC RECORDS OFD NORTHIN 374,065.2 UVAL COUNTY, FLORIDA. THE L HE CURRENT I MAINING BULKHEAD WAS CONNECTED EASFROM FOUND POINTS. MOST OF THE BULKHEAD IS BU IED UNDER SAND AND NOT EXCAVATED. x .. c..n*r.,�aar..r, +m,. - _-.-, rsd...^rec +rrrrms' .r•,;tr9:aYt« Ssili+,? iTic'+m-..:;*:.=6 !7• - _._ _ _ _ ._ _._ OF« I __- � __. ._-,.. _. _--., -_ -.—_y_.. :.:._. _:_ -- . —_ ---..-_ _.._--:a�_ — ___. - ._. i ,4At.2...m rNa,[%Yw•wwtes c.averr --___._—. __-- - I y _ 1 STREET 5 '� H 149 -0" PAVED PUBLIC ROAD OF IDOOL DECKAlt m o ° a . 40' RIGHT OF WAY P EDGE �� TO SEAWAR Oct. 1Ag 0 FROM CCL ,a� � � jabs U rr ? rTl 14 p tl� n e I 1 143 -4Y4 .� � L. $� � o STRUCTURE % � 4° � WA D EDGE OF -I ; a� ��a U' TO SEA i �� FROM CCL r �Atl� o=od En I � I 1 I ! 1 15.6 I z LO 48'-93/4„ � FOUND 1\2" IRON 1 1 .5 9.1 9.8 ! I TO SEAWARD PIPE NO CAP !x 8 ! FROM CCL GARAGE ON � 1 . I EDGE OF o >' E 2Q0.10' IRON �O O 11 +I I ; n LOT 11 N83 27 12 ° 215 . 3 8 'I -N8 3 2� 55 Q � ` Q, 1! i j � I 1 REB A/C SLA OUTLINE 0 _ 1 FOUND - CANTII_ ;�/ER _� ; ► Q C� FL_R. .rr-- -T= W 0 3RD -;7--"•,1 U� E-+ C� LB 726 23.9 __ ti �__,^,,_ ----f�-�°� ���1 u , ; F-:_:. ' 1.' .11 ,• THIN 1837 16.1 T n r.' cy) co 2 ,, I _ .. - - r cit ,'�.;��_,� 1 � � '1 �II�..%''•. �,. 1 ; 0915.8 14.0 11` ` ' = - ll.`ti<ti ��^� 4 ----- - Iln I NOR 1 I 1 , , y is _ � I O �' �- A ;;.;(, 53 13. x { _ _ _ - r.r.,=--,.- '' _:_ r_ � - r ---i_-;rr�-:� �,: j. t. __JI ' O I w O X i f 1 - - ,., y 'rl.' r 1 �'��ir ,ft r��rr+ rr!fr �S'� __'' tom' ,pn`! 1 1 \ ^\ 1-4 CrD 0 x11 .8 1 ,; ;, ,A. r . V ,.. ' I oy{. ->r) T . '� 4 � , , O 9.6 ✓ 11 .63 x �.�- -.''' '' : F '�,, , 1 I' - _�. L 1 15. F r`_,,L.;.+--r_"' 1 1. R� 1 .1 A L•' .L_J �sJ 1. r n '1 1 ; , ' 11 .41 '' O ; --! .y 1.•'• h'1 --_'"%..._.nom-1( _..,fs.n i :., ,i .'1 '. I , 1 i f. { y 12. .1 •'I 1,•1 I.1 _ •-w_y 1.•'^j` •.; ,F .1; 1. , I ,• ' •'1 z '1 1 i v !/ ' ' ,�-•�) • 1 00 P .'1 1.''� •,�f_..•- ,., l .,� �. ,-.. i��-�..' L•'• 1. Ii :` ! i Fes_ �(''y�.� .•1 l• i,• 11.� ,•1 ��" .1 I I c� .I .I 1 1 -- .5 1 ' 1. .'1 '1 4 V Y , 1. L , V1 ., 1 1 I• , IWC- 1 .1' •'_ L .1 ut PA`s ( , 6•'' .� 0 .' I I .�L�J.ti.J �._ r_ _r� r *iiv R.-T i 1 FT 4 i.' .:1 t '/ ' . ,-I PAVERS ; x 1 2. I 1 x1 O. I Q _--.J .1 I L•I e�.....Ci j I• . r yi.) ----- �� �'1t,.i I 1 I ( .`-a , ' •I O pA1ERS I I'' 1. ' y ------------ .-AJ ---------- rn P ^- rr _ ; ;' .'; .;' .' ;.a i� .''rrPr�;.J- 1�. _-><"4"-_ ii PAVERS � r--- --- V J 9,1 , I - _ _ - i ,•' 1 r LL_ F.•. .; .'� ;' i L'` I w _ t c i Z 11 .48 = , MAl ;i 11 \ - - -=_}-- , ; {--1' f.l^�olj. L• •. -1 1 ..• 1 _ 1 , ; I _ r� I ;. �O I i , -4 W (-� x Ij II I �'•• .''• IN'ISItUf' r'x .�:. . •..••:..•:... .• -:.:..''.•..•:...•.•, ------ I ! I ', �. O / 11 .63 - II ; VR Ili► 22: ., . j .; - ; ` - I n ; 1 ; 4 Q .-� - x •19.6 i, _ --- I I'�1 P VEP ' I N . x�. l` . i,• 1 y 'p ! '! ! 19 11 .49. I ' s -,.r• i '!, 0 ,. dna .._•--_.'"l. '1, �Yi:.. %S, ^iJf",r`�'t 1 _T_ ; ; t\ ` , i i 0) �' AGE FINI T 90 GAR 1 ' R� I� I '. E�E'A 1`15 �, ! i i I L_.1t.-„fir-v'N m PAVERS ELEVATION 1 +' . ---,rte TION L - i S - , 1 .25' 1 ; (..FT 1 1 . vim* '1 ' J�-•' -!I. 1 •I 2 f A t NAVD _J t • : .'' ,., `- �-.- -- --:,.� �;.•' •.� (_,I_ � __-- STEP ❑ ' •�_ ._�--- �r=-. -_ = : •: ' _ - - 88 I, 1 I '.1 1.•' ,.'r".- -.;o1(r,•. � ;R;,. , L I =-, NAD r-q _ AVE S 1 _ ,�.,1. Q -T, r,AJ1_•,NE OF al 1 ^`,.: . E= ' A. n.. __.{_Tc_ - - i 11 .47 BA CONY I; II „V Ir 1. 1 ,�--_-_- "` ='f� ` � 0 11 ,;,.�, �__>,1 ., _,.1 - lJ �/ cTI G `� 1 .5 11.4 i ° x (� II ;; 'r_ .�-rr_-r-•1 r IU � .F.r--='1"' 1'' � +. ['� ;tl� J OF �" E/�IJ 4.3 - 1 1 .58 0 '' ,I ; .• - L _ ! { N tOP, I ! , PAVERS 17. 3' W00� EN O M _ CE 1. J O - r f ! i; jl, _ .;• L_ ---JL- J PAVER WALKWAY ' i '! " H 18.7 x � 16.4 m z 1 PAVERS q' _i'% «' • 19.5 I � zo r • C� O I C\ a x __ ,� p;pyERS , S P -19.7 x . i _T__. ' FT] B 0 O - - " PAVERS 5 W 2 A F 0 OF O T i D VERS 2 5 H O SPA x � g TO IRI N SOUTH0 CQ W 199 .91 IRON - EXCAVA ED SB z8 10`� ° I z I 0 EARTH ` l x 11 .52 � 26 W D 11 .68 M A P O F S U �� V E ON 1 SEA AR n FAUN 1�2R I ROM CCL 0 vEWP.� Y PIPE LB 170 9 1I EDGE OF DRI ` t - I ING � 8365 ; ; BENCHMARK NOR NG �30920 34'-113/4" ^ � ; "wrr TER < Ca SET MAG NAIL 8c EAST L TO START OF GRADE PER 1TdAVD 8a O FR CC ATION NOTE M W F A f SHOWN ARE EXISTING I DISC LB 3672 i ' NEW EXC z ' LOT HEIGiTS ATLAr1Tl BEACH i SUMP ER K 61, I--- �.. ELEVATION 11 . 44 _ BLO yI •' " ND THE NORTH 15 FEET F LOLTCOMPANY"S MAP AS RE ORDED I I [---I OF DUVAL CO! NTY, ! D ! z W 10Y4 �) NAVD'88 � C 49 OF SEAWARD LOTS 9 AND 10 AND OF MAYPORT TER A � AND ADJAC NT 1-0 THE ID T RT CORPORATION, E 1 OF THE CURRENT PUBLIC RECORDS ! FASTER Y ! �-+ I S A 6 PAG ANDS LYING EASTERBLOCK 61, FROM CCL TO OF A�C SLAB PLAT BOOK ' !! WITH THOSE L LOT 8, B IN PLAT BOOK 35' O EDGE FLORIDA. TOGETHER !' TH 15 FEET pCEAN AS RECORDED BOUND D ON THE AND 10 AND THE NOR " (n I I LOTS 9 THE ATLANTIC RECORDS, AND BEING BO 0 AND ON z n v O CONTROL LINE OF PUBLIC SAID LOT ArPRO`•EC,�L,Qv AS �F�+WITTED ! ;0'-6Y2 EROSION Ap,1D 59B OF SAID NORTH LINE OF I ORTII 15 ! rn Iy AGE 59, SgA, THE LINE OF SAID ! ! 0 81 BL'REAL!OF �EAc�TEs EDGE OF GAR PAGES EASTERLY PROJECTION OF OF THE SOUTH D l Z AND COASTAL S'fSTEMS l �F AWARD NORTH BY AN EASTERLY PROJECTION i I l J FLORIDA DEPT OF O CCL TO A ATION THE SOUTH BY AN 68 I ENVIRON:titENTALPROTECTION I I � FROM OT 8 LOT m I AND S T 0 P O F F A FEET OF L ! "U j OkIZED CONSTR�'CT1ON AND ANY OTHER AUTHORIZED r, �i I A I m i A (TIES MUSI COYP+Y W.-H ALL CONDITIONS OF THE 1:4 „r1 1 I I R"AIT CONSTR?'CThNv At,J A TIVITIES ARE STRICTLY E ; L t ED TO T•,03E Br H SHOWN ON THE APPROVED PLANS F �T[P IS i i A rrISTFD+N (HE=ROJECTDESCRIPTION THIS PERMIT O E"1 O L- i ! � IS ISSUED PURsuANT TO CH 161,FS,AND OTHER PERMITS TO SEAWARD EDGE 126 -8 � I �-- MTkREI UIRED FROM CCL y P AGER Y OF WALKWA I -{ ! � V E D E PERMIT NO EDGE ! _ WARD ! O NOTES: OM CCL TO )EA ; ; y R� �J THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. ! FR " ! O NO BUILDING RESTRICTION LINE PER PLAT. 145'- Y2 0 I OF STRUCTURE EDGE -T ; cr► `� BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No, 72-81-A18 TO D.N.R. MONUMENT No. 72-81-AI9 AS PER THE COASTAL CONSTRUCTION CCL TO 'E AW ARD ! ! 3 CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 FROM r �-- AND RECORDED IN MAP BOOK "C", PAGES 72 - 72H OF THE CURRENT 146 -0 O U > PUBLIC RECORDS OF SAID COUNTY, ED GE OF POOL O CJ CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE, O SEAWARD 0 o rTl pu EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED FROM CCL T PROPERTY AND WAS CALCULATED FROM COORDINATES OF SAID DNR MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, 1501-B E ? ! � "'� ( DRAWN BY: FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF POOL D 0 RE( � I �.F E D U STAFF IC RECORDS. G E O OF SAID PUBL 0 D z PERMIT IN SHOWN HEREON I CORD IN OFFICIAL L TO JEAWARD E O j m � CHECKED B RECORDS BOOK E12975L PAGE 1781 OF THE CURRENT PUBLIC RECORDS FROM C C JUN 2 0 1014 �- THE Y. OF DUVAL COUNTY, FLORIDA. 168 _g ' '' ': v DIVISION OF !NATER, THE COORDINATES SHOWN HEREON ARE FROM THE COASTAL CONSTRUCTION D EDGE OF FILL � v ® ' C RESOURCE_ MANAGEMENT DATE: 5.22.14 CONTROL LINE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY C TO SEAWAR X I y rn �, CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PRECISION FRONT C ! O -� ! v EPOCH 25 Lt/L2 SYSTEM AND RUNNING THIMBLE VRS SOFTWARE. i %� f SCALE: 1 10 ELEVATIONS ;ARE BASED ON NAVD 1988 AS ESTABLISHED USING GPS. ° G �C N CEF�- t�i' �1; -f JOB NUMBER: L_ �- MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR CCL TO EXI S �I i f�1 TIDE STATION .872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. OM REVISED: (1988), TIDE RANGE=5.07'), FR NOTE; (tJ° t..U z �'I MAY.22.14 r , v N THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 & 4, BLOCK • � 51 AND LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT ' I p` -' I = N i �'::, DWG NO: SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS i 168-33.002(47), FLORIDA ADMINISTRATIVE CODE. MHW -1- (1.5 X THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOO ZONES "X" RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC �� j r y 11 � TIDE RANGE) = 2.10 + (1.5 X 5.07) = 9.71 N.A.V.D. 1988 (AREA OF 0.2% ANNUAL FLOOD CHANCE), "AO" DEPTH 2 AND "VE" ( ) ) ( ) RECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS ADJUSTED FINISH FLOOR ELEVATIONS TO NAVD 1988 MAS' 2014 ! (EL 16) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. CONNECTED FROM FOUND POINTS, MOST OF THE BULKHEAD IS BURIED TOPOGRAPHIC SURVEY PDATE=MAY 6, 2014 ! ELEVATIONS ARE IN N.A.V.D. 1988 DATUM. 12031CO409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. UNDER SAND AND NOT EXCAVATED. ! 1 S2 3 OF I 15TH STREET LOT COVERAGE TOTAL CUT TOTAL FILL MTAL IMPORrI'/EXPORT a b ah 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT AREA 14,030 S.F. GARAGE 256 YARDS HOUSE/FOUNDATION 253 YARDS ;E r has 0.se PILE/FOUNDATION 111 YARDS REAR PORCH/POOL FILL 134 YARDS POOL PILES 59 YARDS- 149'-0" NON PERMIABLE SURFACE 6605 S.F. POOL /POOL LOT FILL 39 YARDS � = FROM CCL TO SEAWARD EDGE OF POOL DECK Ell a� s � � B N� LOT COVERAGE 47 TOTAL 426 YARDS TOTAL w 143 -4Y4 426 YARDS w >3 y FROM CCL TO SEAWARD EDGE OF STRUCTUREFo 4 d g:3 p J10 4 ° Ata E Ecps FROM CCL TO SEAWARD 6 p " b p g EDGE OF GARAGE V y d rn A� m o So9E �bo � 1i N LOT 11 X ! FOUND RESAR 2NN+jl K ! NORTHIN 2183723,9 N83'27'12"E 200.10' IRON TO ON I^ ° r ,r , Z ! FOUND 1\2" IRON 11.63xEASTING 530915.8 x14,0 16.1 N83 2 55 215.38 ! 5 I 13, m PIPE NO CAP i � 4 W . 11.41 x 11'8 xOil, 1 9,1 9.8 I I 15,6 15, r, -i w g x1,� a !I z W 'Z1 0, (� - I ��'- 3RD FLR. ANTI VER -�-" f ! 1 i ! 00 N w 11.47 -- -, _ ' f' 7'r 1� Y - - y`�'yry,� r•J. r-•`j i., i j I I I Z I 8.7 r l r --'.l.• A ^Jt^I`�. Y . _4 +['J`r/ I✓i�' l.•1 L i I 1 ! j 1 I W p !Y G7 �, I r+',.•..•,.'.•,• t •' •••' .T_,... _��__r: - .• .• I I I j , I f j I I T I � I !' I.. +. ,. .•'lam. :�• .• 1 '.•'I. i I I ! I I I ! Q ^0.7 a I I I:•'.•'.•':•':•'.I,. rtj� ':•';•''•'.•r. ,. .•'.•'.t' •'. . '. '.•'. '. '.•'r . _ :r. i . : I l I i i I Q t E 1 I { Q i t PAVERS I •' •',•'.•'. '.r .�,, t rr�a rl. .• Ir;..;.. .,?L+ ..�`r r #O I: i ! y i F- I 1 i i Z WINTER > 11,4e Z _-J r i��.,1�Q r+..• .•. :tin:• : : ':•':•': : . I CJCxA'XCX,•';:•;. •; O ! i Z Y;:1o': ':•':• I1.. ,.• .' f i! I ! ; ! N z i 0 1 o x IT4 ftJtir3't� ,'f.•'.:;.� I. . '. ' '.•'. '.•'.•'.•',. ,.••. . , ,. 4 3 cni i i �> 11.63 O O I I:• : Iv.•,.• .• .• . . '. .I,. ,. t ! ! i !: 1> i. . '. '.I.t 1. ;. '. ' ) ,: 31 t.r;. ;.;;. 2 O: O ! I = ! Qco -i- a L• �;_' :;_-J: 1.1.•. : '.�� .i .• . ' a'I•'.•'. :•' i �I1 i ! i ! I ! U- I ; I Z J_ 4 11.49 O O I F'.•' r___ - - - ;---- - - !i ' i ! i ! �/ P ! ! Q ! O It I I I r p i SUMMER P. v II I , ^ N. ' E'.•'. '.• .•;,•'.•;. ; �y'T�y'T�y'. .•;. ,.;.I - _ _^ - ' i 9.6 i 1 i h r Z t i r F w Q L• . frj I! 1L3 C 11fi 14. W y Q i T� I '1v II ��I I a. ;. �LrYH. i1:gf1R:t.•'. '.•'• '. r rn === n' w ,1 a ! ! i I 5.0 7 1 O p 1 1 6.8 1 1 ! 2.1 > i V 1 E t II 10 ❑Li II 'y' ELkVA• N'2 :7:51x:19 '•':•� i :1 I -1ul lul 0 t�! i U1 i ! j I ! I < �A J 1 1 ! I w u r,. t. 7•'. I I 5 x 12. ri 1 I ! J ! ' I- � V'✓ C __ t I ''•'.•;NAND' +'.•'.•'.•'.•' •' •' •' •'.•'.I .'. 'I = I I I ;. _ 1 xi I ! i ! , ! ! ! Q ! w j : --77 !"'`"1 T1 v O❑ I r '.• ,. ,']: 1• .• .• .19:�.:;•,;•;,•'.1 + --- tI I ; _ g i 1 1 10 Q I t j I , W I ( j W i -.09 L• +,. L• .•.•.• .•', �_3 0 o a� I I i i I , r (n ! I a co ro PAVERED i GARAGE FINI D 1•' •' •''•'. { . .• L•'.•'.•'. '. '.•'. '.•'. '.•',•'I :•' ' •'I L a ® ! I A fel -. I i i ! ! I L,J 1 i i i ! W I W v r. . ,. .•,.I y,..,.. . . I• .• ,,.•,.•I.••'•' •' t ! i F- I ! I _Z i DRIVE ! ELEVATI N 1 T 9❑ r . 1�: ;: I > i ! 1 ! ! a NAND 5 •. •'" -• ..:.::.a:_ * r I Z I 1 ! N.� I 1t f I Q I ! I I I 'J ! ►(�1 I: T,U1 -- ❑ J"'i � � ''•'' m i t f 1 i p f ': W ! t 1 j i X ; I ! I ! I ^ w X11,58 rt 1 H W � 1t.58 �� - '�'•4`,:' '' ' � T'�•.•'.•.•'.•'.•'.•'.•'.•'n'.• •'.• E i ! � � I , t ! X p ! ! ! j ; ! i C7 C �O j II ❑❑❑ d~'Lr':•':•':C 'I ! ! .m I -N�• I ! -. p PAVERS N ICIL r /•a I' • .: _ „ POOL 1 ! i a ' Cq o + „ vv��R,,,,, , _ 21.25 15 ' !; I /r !' iI � i/• 1 + � � 1 1 i � I ( _ � v1 �4 I b I i' t r7 i i i i i THE NOR H 15 OF OT 8 _ NAND ra, BENC _ ��(�J j ! ( ; ; ! Q j ! H1.4ARK A R x 19.3 AVER 19. 19.7 8.T� 17. �EXIS G !1 i I / I i. / i I ! I ! i ! Crl i i r �! Sr PAVERS llAn "All f „ 6 r 11.52 - x 19.5 x X 3 W000 frENCE ! 4.3 1 .5 11.4 I % j ! I ; I i rwr� FI / LE1 z57z FOUN 1\2" IRON 26'-0" r " r 16.4 vo i i r it i j i 1 i I o v ElANO?, 11-44 EXCA ATED S83°27 , 5 W 216.73 ; m= � 9 7 i 14.5 �/ I I ! I ;/� ! � � � Z NA AVU'88 PIPE LB 1704 FROM CCL TO SEA ARD EART S83.28'04 W 199.91 IRON TO IRON THE SOUTH 10' OF 0 8 ! z 13.3 I ; Ou rn ! ; NOR LNG 2183659.1 zN I rn i I I r 6,3 NOTES: EAST NG 530920.6 EDGE OF DRIVEWAY I o ; -8.9 THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 34'-113/4" 0 O D ! I Cfl NO BUILDING RESTRICTION LINE PER PLAT. FROM CCL TO START OF MoT E: o ! 0 18 I Q NEW EXCAVATION EIGHTS SHO11N ARE EXISTIN GRADE PER NAND 88' Z ! n BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-5`-A18 TO I o D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL C0YISTRUCTIC�'I 49'-1OY4" i z - CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED : I$:' 21. 1992 I n CONCRETE PAVER 2 3/8" THICK » FROM CCL TO START OF SEAWARD �+ ! z 1.5" THICK LIMESTONE FILL (�( AND RECORDED IN MAP BOOK "C", PAGES 72 - 72H OF THE C'!RREN T EDGE OF A/C SLAB - t z PUBLIC RECORDS OF SAID COUNTY. jj ` o COMPACTED EARTH =FROM EXISTING FILL 50'-6)/ CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. 2 EROSIOI't CCT?+TROL ur�E IS THE EASTERLY BOUNDARY OF SURVEYED FROM CCL I'c) SEAWARD EDGE OF GA AGE j AND STOP OF EXCAVATION \r��� ,���/ PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR _ L d } MONUMENTS AS PER THE EROSION CONTROL LANE FOR DUVAL COUNTY, 0 66'-8" . ' '` D \> X;> `� FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59. 59A A140 598 -!FROM CCL TO SEAWARD EDGE OF STEP STONE �\ I / / D I f F SAID PUBLIC RECORDS. t \ \ \ OF • rn i n fTl THE GENERAL PERMIT LINE SHOWN HEREON IS AS RECITED !►+ OFF1C'+A� 126'-8" .D I ! RECORDS BOOK 12975, PAGE 17$1 OF THE CURRENT Rt/I3LIC RECORDS z FROM CCL TO SEAWARD EDGE OF PAVER WALKWAY OF DUVAL COUNTY, FLORIDA 145'-oY2» � ' � T��'P . WALKWAY THE COORDINATES SHOWN HEREOF+ ARE FROM THE COASTAL CC11STRUCTION FROM CCL TO SEAWARD EDGE OF STRUCTURE s p CONTROL UNE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY` CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PREC1S1041 146'-0" 0 ZPOOL DECK EPOCH 25 L1/L2 SYSTEM AND Rt1tIT11NG TRIMBLE YRS SOFTWARE. " j' -�� ~ _ T Csl FROM CCL TO SEAWARD EDGE OF POOL r' m cn ,..,,w :,. l X S T A '- ELEVATIONS ARE BASED ON NAVO 1988 AS ESTABLISHED USING GPS. _ 150 8 0 ' 70 > 8c DRIVEWAY DETAIL ;__ I p ! 1 \/ 1 MEAN HIGH WATER UNE ESTABLISHED USING EXTENDED DATUM P012 �t ! m TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.Y.D. FROM CCS. TO SEAWARD EDGE OF POOL DECK o 0, m SCALE: NTS C� 1988). TIDE RA1TGE=5.07'). z i N :`�;'' 1::.�<;•:•;:,>'•:'•;•: 0\/1 ( 168'-9" `�' I °' , \ ' o SEASONAL HIGH WATER LINE FORIrA11LATEC ACCORDING TO CHAPTER FROM CCL TO SEAWARD EDGE OF FILL i ! rj j 4" THICK CONCRETE A/C PAD \ \\ \\ \\ \\ \\ 168-33.002(45). FLORIDA ADMINISTRATIVE CODE. MHW + (1.5 X TIDE RANGE) = 2.10 + (1.5 X 5.07) = 9.71 N.A_V.D. (1988) I �? COMP EARTH FROM EXISTING FILL 169'-9" --� m ELEVATIONS ARE IN N.A.V.D. i 98$ DATUM. FROM CCL TO SEAWARD EDGE OF EXISTING FENCE rnp v ! rm- W � ^ rn CONCRETE STEPPING STONE r n w J 22'-8 3/4" PROPERTY LINE V 1 � m 22 -0 1/2" FROM CCL TO FRONT OF STRUCTURE \//�//�/\/\//\�/\ COMPACTED EARTH FROM EXISTING FILL M LANDSCAPING v W BACK OF EXIST. GARAGE / ST RT OF EXCAVATION, Q BACK OF NEW GARAGE / SEAWARD EXTENT OF EXCAVATION A /C DETAIL F p E-+ SCALE: NTS \/\/\/\\ /\\/�\ APPROVED LHh AS PE91i41TTED W \�/\ BY BUREAU OF BEACHES S Hpgp �pP , \ \ \ \ \ \ \ AND COASTAL SYSTEMS �I IN UPROPO FLORIDA DF _CQRF1pYARD PROF FlLLD P pF FlLTLD ,� / / / / / / -PT OF 2.00 1.00 1.00 PuD 42.93' NAND 88' \ //\ ENVIRONMENTAL PROTECTION 3 "w " 2ND FLR. FF. 32.84' NAND 88' \ \ AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED 34 - 1 /4 .......... __- ACTIVITIES MUSE COMPLY Nr"HALL C FROM CLT START OF POOL & REAR PORCH FF. 21.25 CONDITIONS OF THE JC ON AND AuTIVITIES ARE STRICTLY EWE AVATION „„�� ..............' �««,,,,f««, -- NAND 88' S T E P S T 0 �J E D E Iaz A I f1.R"!IIT CUNSTR! TI' A 'llbpu, 'K4rr •,,,.,,,,, znk.�•' ,•.•„rev.-.••r....sr-. .-rc.es•.o.rr.,,rn.:-o. r.-.,v. ,ays.::-s..•..!=...... ., r-r.,rn„•r..•:,:•-: - L!hAITED TO T't(1SE BOTH SH ..., ;;,:,a;; ,,,,,,,,,,,,,;: .,,..,,..,,..,..,,... ,..,.,..,.., :.^r OWN ON THE APPRCtV'E(?PLAN ---r ................................. .......... ...,........ MAIN HOUSE FF 22 75 NAND 88 S o {� I ?""s E ; g DESCRIPTION THIS PERMIT ! !-1 ';,j �` r'•�NY�` SCALE: NTS AND LISTED IN THE PROJECT T' YD 88' I Is ( IS ISSUED PURSUANT TO CH 161,F.S,AND OTHER PER 32,86' NA L. n'. PERMITS µI SUN r KEN Y �: FF. 2 M e ,..;.�,.. 1 75' ►:: I iiiii NAND 88' E IUIRED n m;?_^j'...�,..n+n».rwnn•:.vnyrw,+n nw+nwa�ww.. .., .il....,i --_--- ---1'1....1 ...-. ---JL-6-tib-_--r,- ' 1 l r. v _01 � n n , I �......... .��.r..��.r..l.,r ..•,. •..�...... . ;:!y !! :: >: _ .. EXISTING FILL REVIE D V;::; ::. DATE PERMIT NO APT. HOUSE II M L.. _ 171 V - FF. 22.77 NAD 88 ! a.,......., �. . a.l ....t. ;� PROPOSED DI .^I,::, MAIN HOUSE �:I:.I::I:::::.:• ' _ _ ,�.. . ,. ,�; "'___ ; �il r j ������'������_�������-• RT GRADE ® RIGHT SIDE OF PROP. FF. 22.75' NAVD 88, !! _�,~'- ..... -1- -r- --- ----- ---- - - ---- AVERAGE GRADE FILL --•16 40 _ _14 30 _ _ _ 13.3 18.7' NAND 88 GARAGE FINISH FLOOR FEE. = 13.25' NAND 88' I _ PROPERTY LINE I� 50'-6Y2" 2.50 � COASTAL CONSTRUCTION LINE FROM CCL T0;SEAWARD EXISTING EXIS NG EXISTING y 7 - - _ 6.3 u✓ �lj EXTE T OF EXCAVATION EXISTING 19.70 19. 0 17,90 E 8.9 %X1nNc 1 I Lo F1« EXISTING FILL ! N0TE ��0 126'-8" o.o - 2 AVERAGE GRADE TO BE RAISED O O FROM CCL TO SEAWARD E GE OF PAVER W LKWAY f2 AROUND STRUCTURE 145'-OY2"" 7aa9« �•r7 FROM CCL TO SEAWARD E GE OF STRUCTURE EXCAVATED POOL'_, DIRT RECEIVED _/ �`� y �pR 11 • i r 5 J UN `�'O 2014 �� • -�'� `• }� THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD PROPOSED DIRT GRADE ® RIGHT SIDE OF PROP. -' DRAWN BY: ZONES "X" (AREA OF 0.2% ANNUAL FLOOD CHANCE), "AO" AREA OF EXCAVATED GARAGE 146'-0" DIVISION OF WATER ��. �' STAFF (DEPTH 2') AND "VE" (EL 16) AS DETERMINED FROM THE RESOURCE MANAGEMENT' FLOOD INSURANCE RATE MAP No. 12031CO409H EFFECTIVE FROM CCL TO SEAWARD EDGE OF POOL I v - CHECKED BY: r.. . L M A P O F S U R V E JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. 150'-8" DATE: 5.22.14 FROM CCL TO SEAWARD E GE OF POOL DECK LOTS 9 AND 10 AND THE NORTH 15 FEET OF LOT 8, BLOCK 61 , ATLANTIC BEACH 168'-9" CORPORATION, A REPLAT OF MAY OR TERMINAL COMPANY'S MAP AS RECORDED IN SCALE: 1 : 20 NOTE: FROM CCL TO SEAWARD E GE OF FILL PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 & 4, BLOLAT 169'-9" FLORIDA. TOGETHER WITH THOSE 'LANDS LYING EASTERLY OF AND ADJACENT TO SAID JOB NUMBER: 51 AND LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS FROM CCL TO SEAWARD EDGE OF EXISTING FENCE LOTS 9 AND 10 AND THE NORTH 115 FEET OF LOT 8, BLOCK 61 , EASTERLY TO THE RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC EROSION CONTROL LINE OF THE TLANTIC OCEAN AS RECORDED IN PLAT BOOK 35 RECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS R SED: A�, 22 14 CONNECTED FROM FOUND POINTS. MOST OF THE BULKHEAD IS BURIED � �;� I G H T E L E A 1 1 0 1V � NORPAGTH BY AN AEASTEAND RLYBPOF ROJEC�� ON PUBLIC I T RECORDS, AND BEING BOUNDED ON THE HE NORTH LINE OF SAID LOT 10 AND ON � DWG No: UNDER SAND AND NOT EXCAVATED. v THE SOUTH BY AN EASTERLY. PROJECTION OF THE SOUTH LINE OF SAID "NOT VALID WITHOUT THE SIGNATURE AND THE C O P Y R I G H T J 0 H N L 0 N G 0 1 2 FEET OF LOT 8 LOT 68. D NORTH 15 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ADJUSTED FINISH FLOOR ELEVATIONS LTO NAVD 1988 MAY 19, 2014 SURVEYOR AND MAPPER," TOPOGRAPHIC SURVEY UPDATE-MAY 6 2014 S3 3 OF I_ , GENERAL NOTES 6. Any debris, such as wood, concrete, stucco, bricks, etc., shall be PLANTING DETAILS PLANT SCHEDULE removed by the General Contractor and backfilled with suitable mat- GOD A RD ES I GN 1. It is expected that appropriate substitutions of plant material eriol as described in Item #1. I Alias Scientific Name Common Name Qty. Size Comments with the intent to improve the quality and appearance of the orciect CCM Citrus calamondin 'Meyer' Meyer lemon 3 2"-Cal 8' titin. Ht. A O A TE relative to the availability of material and freeze consider a:'on _ n,-et TREE SPADING CONTRACTOR IS RESPONSIBLE FOR: �;. EG Evolvulus glomeratus Blue Daze 113 1-Gal. 3" - 6" Ht., 12" o,c, � ` with the approval of the Landscape Architect. - 1. Locating and verifying all existing underground utilities in or near 4 ^ 2. All sod areas shall be verified on plan and on site• proposed tree locations before any trees are placed, and shall coord- inate close) with respective utilitycontractors involved in those areas. / LM Lantana montevidensis Trailing lantana 18 3 Gal 10 - 15" Ht, 2' a.c. 3. It is the responsibility of the Landscape Contra��`.': to follow all y p _� - PALM AS SPECIFIED LANDSCAPE ARCHITECTURE/LAND PLANNING guidelines set forth from the Landscape Specifications ','Then provided. 2. Scheduling tree spading operations in any area before sidewalks _ � � OJ Ophiopogon japonicus Mondo grass 512 1-Gal 4" '- 6" Ht., 8" o.c. 541 Oleander Street, Neptune Beach, FL 32266 All plant materials shall be Florida #1 or better (Flor r_'a Fancy) as or other impassable structures are installed. PR Phoenix roebelenii Pygmy date palm 4 4 OA Double trunk, matching specimens Phone: (904)247-7729 Fax: (904)373.9177 described in "Grades and Standards for Nursery Plan'._ I \ 3. Replacing any tree which has died due to improper transplanting, s I Nu SB Spartina bakerii Salt Cordgrass 103 3-Gal 15" - 18" Ht., 2'-6" o.c, 4. All specimen trees must meet the specifications vrc.ided in the b the Landscape Architect and or Owner. Nu vvww.godarddesign.Com LC 0000397 P directed y p \ v SP Sabal palmetto Palmetto 17 14' CT. Matching, shaved trunks* plant schedule and plans. Any substitutions for Spec "yen Trees must � 2x8 P.T. BLOCKING. WRAP BURLAP _ meet with the approval of the Landscape Architect. 4. Watering in and fertilizing all spaded trees, as well as amending Q Z _ AROUND TRUNK TO PROTECT TREE. ' STEEL BAND BLOCKING TOGETHER u _ the surrounding Soil, until said trees are established. Established shat w � TA Trachelospermum asiaticum 'Minim p' Minima Jasmine 98 1-Gal 6 �- 12 runners, 10 o.c. 5. Contact the Landscape Architect for any major s :e changes mean when tree shows no signs of shock, lack of water, or overall po r = F- }� / DUCKBILL (OR EQUAL) ANCHORING - �`�� _���- - which alter landscape beds or berming areas. health until such tirne as normal watering as supplied by irrigation system J � = SYSTEM. it OR ROOT BALL ANCHOR ad antic s a cea t -R1a - 8'-Idt -1Z=_o_c ,----�-�- -- can maintain tree in good health. Q W ti ANCHORS TO BE BELOW ROOT BALL DEPTH _ 1-ISL s 6. For more specific landscape details, direct all n _, f ies to the J *Overall height of ploms shall not exceed 14 - measured from the ground to the growing tip of the unopened bud, Landscape Architect and/or the landscape specificat �-,s. W v 5. Tree spade contractor shall amend soil in the immediate area of he O � TREE SALL BEAR TO FINN GRADE AS SAME PREVIOUSRELATION GENERAL PLANTING NOTES: EARTHWORK 3" MULCH tree if said soil is not acceptable for transplanting. Notify Landscape N � . Architect in writing of proposed soil amendments. EARTH SAUCER 1. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER. .- FINISH GRADE 2, ALL SUBSTITU71ONS SHALL BE APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT. 1, All site work for rough grading of berms, planter_, snd thee, ''-' LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR: m-{tr 1 - - 3. MULCH LANDSCAPE BEDS WITH 3" SHREDDED CYPRESS. PULL AWAY FROM SHRUB & TREE STEMS. areas is to be provided by the General Contractor, ,a f, Qss other,,;se - BACKFILL AS PER SPECIFICATIONS - 4. WHERE NUMBERS ON PLANTING PLAN AND PLANT SCHEDULE DIFFER, THE PLANTING PLAN SHALL TAKE PRECEDENCE. specified by these plans. Fill for all berms and plan c.ct s oa f ', of 1, Watering in and guaranteeing all other trees as per specifications - - 6" MIN. FILL BELOW ROOT BALL 5. WHERE SIZES INDICATED DO NOT MATCH CONTAINER SIZE, THE LARGER OF THE TWO SPECIFICATIONS SHALL BE USED. a suitable, sandy gradation which is porous and pence otAs .':ell, to 9 g g P P insure proper water runoff and drainage. Absolutely -. D aSti clayey listed on these plans or the written sections. It F -- TI_-- 6. ALL SHRUBS SHALL 8E GUARANTEED FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY OWNER. TREES SHALL BE bl'ARRANTEED FOR A PERIOD soil may be used in any planting area. g eat, potting soil and/or fertilizer on site as YEAR AFTER ACCEPTANCE, 2. Providing mulch, p p g 2. The General Contractor shalt be responsible for , e-ifying the cubic directed by the plans, specifications, or Landscape Architect, -1-- DIA, OTHERWISE NOTED.7. ALL DISTURBED AREAS WITHIN THE LIMITS OF WORK NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST. AUGUSI1r;r "LORATAM': UNLESS yard quantities of proposed berms or planter areas. -► I 2xDIA. 8. ALL NEW AREA', OF CONSTRUCTION SHALL BE PROVIDED WITH AUTOMATIC IRRIGATION SYSTEM AND SOURCE UPON COMI'L` -It%f' p -` _ 3. Providing positive drainage of all landscaped areas around build- _ 3, The Landscape Contractor is responsible for all final grading of ings, islands, amenities, and other areas negatively affected by poor PROVIDED WITH 100,0 COVERAGE WITH NO OVERTHROW ONTO PAVED AREAS, AND SHALL BE IN COMPLIANCE WITH ALL CURIIEt, - LC,-IAL 4%0 =- ' berms, bed areas, and sod areas until acceptable by the Landscape drainage. This note covers all areas not specified on engineering or PALM PLANTING DETAIL AS WELL AS ST. JOHNS WATER MANAGEMENT DISTRICT REQUIREMENTS AND/OR RESTRICTIONS. Architect, both before and after landscape installation has begun. landscape grading plans. _ 9. ALL PALMS SEAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A MINIMUM OF TWO GROWING SEASONS. At` CP"0Ag0X_, f NOT TO SCALE SHALL INCLUDE DE'ADMEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM FORCES CREATED BY TROPICAL STORMS AND 4. The Landscape Contractor is to verify soil cornu :: ALL PALMS _EAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A DEPTH. areas as to pH level and organic stability before alar• , h-a r--s MINIMUM OF TWO GROWING SEASONS. ANCHORING OR GUYING SYSTEMS SHALL MITIGATION REQUIREMENTS: Recommendations, if any, for improvement to existin = l s ,r e INCLUDE DE'OMEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM submitted to Godard Design Assoc. for revie;v and -e._ord =`^;e FORCES CRE :TED BY TROPICAL STORMS AND INSTALLED BELOW ROOT BALL Total Inches removed: installation begins. If soil conditions are found to be unset s' ' DEPTH. the soil must be amended in accordance with jest resl_11ts ct : Palms: " 5 recommendations. Oaks: 15"15" Af-Pf'c"= �-�•' ' ��' . Tocol: 345" AND 5. Any unsuitable material found in landscape beds be removed by the General Contractor to a depth p,o rt twelve (12) inches and backfilled with said suitable �•=� � �•� - ENvina' ' 1Llitigation Required © 1:2" 173" reasonable (90%) compaction. b4itigatiort Pro4id*cJ; AI_)TNOk17_ED COrdSTftt:CTIO ' Cabbage Palms. 17@ ovg. 11" - 187" ACTI'ATIES MUST COMPLY N1,`F A L CC'r: I 123'-8" i i 4'-0" 9'-111, 1T-112' 15'-72' 8_0„ 11,_91„ 2 10,_9„ 13'-2" 13,_2„ 101_81, 5'-2" i i I I 1 2 3 4 5 6 7 8 10 11 12 1 I I 1 I I I I I 24"X30"X20"DP. ST-8 I 24"SQ.X20"DP. I I 1 I I PILE CAP PILE CAP(UNO) /7 I I 1 i /ST-8 I ! I I I , _ _ _ _ I -- __ _ _ � _ _ I __ -- _ _ _ _ - - - - .1 C Co e GB-1 GB-1 613-1 + GB 1 - GB-1 r GB-1 GB-1 - dB-1 - Q)m 8 CIS cc O (B I , ■ I I ST6 � I I � I - - 1 ; CISN (D I -GB-1 -1 I�B-i 1 GI -1 , I I 0 ST-8 Co i I I I I \12" TEP I I I B ® 25'NAVD C 13 ■ 22.75.NAVD _�22=9'NAVD _- \ I I I I I � (6 C6 C9 4911 - - - - - - - - - - 7 C: B.1 - - - - - - - - - - -- -- - - -- - - - - -.O NNI a) � � N m1 � 1 m1 � I � 24"SQ.X20"DP. PILE CAP(UNO) ST-8 m rn ' 24'X3 P 0'�-ILEI ■ Z C6 Co 2 I 1 I I I I I I I I N I Cu r- 21.75'NAVD I I I I I co Co ST-8 IST-8 I �I I I I 1 1 I 1 GB-1 1 GE3.1 338-1 .. . GB-1 - GB-i I GB-1 GB-1 GB-2 I - - -1 -� - - - - - -- - - - -- -- -- - - -- - - -- - - - O -- - - - - --- - - - -- -- - rt_ - - -- --- - - - - - - - - -- - - - -- - - - - - -- - - -- - _ "- - - - - - - - - - -- - - - T-� I 3.2 24'X36'X24'0P. `-� I PILE CAP \ I I I ■ ■ I ! I 1 O Gtr I I I I O � . - - -.�_----- ---GBL---- _ I ( 6..STEP 0 oc , - - - - --- ! ST-8 I I I I 21'-4" r lv - - - - -- III FF �\ 12 ST EIP rt p� ��� `,J m ■ I 275 ItAtiC) I N v1 I Ca4X N N I GB-1 UI I I I J _ � �I - - I II II I I cow ih GB-1 - GB-1 I -j Co 1 I 1 LL ■ I G33 t __ GB-14 - GB-1 Z I GB 1 io0-- - - - -- - - -- - - - - 1 - - -- -- -t -- - I O D - - - - -- - - - - - -- - - - - ,-� - = -- -- - - - - - -- - - -- - - - -- - - - - -- ' -- U) GB 1 I ' D"X20"DP. 1 ,._._.... __._..._. .....,.Z_... ,_. - Q PILE CAP - _ C) iD 4'-t t- 3'-102-1" I �.I I I �, V `Q 1. ' ! ! � p n I I m I I I I I I M 51UJ 4.4" 4 5 0" F-1111" ... 4'-2" ST-8 ■ _ I 7 ► 122.75'NAVD D.1 - - - - - - - - - I _ I I I - ■ 13.25'NAVD 24"SQ.X20"D PILE CAP(UNO) -- I6"STEP �- O 24"X30"X20"DP, ST-8 N I I N f; PILE CAP ( I I I b _ ',' STEP I � I � r _ Cr. z fD ■ ST-8 _ F I I I Q n Y D 1 an a^ ? > n z ^ Z F Fl O 0¢ 4, J _-__ _ _ _ _ _ FD I (6�3 -E- i t - - - - - --- - -- LQ I -j- LU a =� aow� = im0 o I I L - z < '' �' � ¢ � ��zWa �, 247X30'X24-OP. 24"SQ.X20"DP. I I __-..------ ------ y u ? g O O D w o a w PILE CAP / PILE CAP(UNO) 50 _ a Z a x w D c w D x D I �a �l]JZ00 D4F '= ST-.8 uya 3E OD�z u� 27'-101" W Z�O�Xz Z -_ -- _ - 12,31„ t R t�"1- \\ // 0 O Z ' a ¢N 2 H 2 15'4" 8'4" t2 `..� 1J z r Z a D D D D a W D 2 Z w `tJaflz -aQ� 1 , 3 4 4.1 _ ZDF W] Ix < !� _____-------- .------"'` 0 f- f-- T z F I-Y j z w ID Ld Lo O D W Fa- Z Ll \ 29-10 13'-4" �+1 F11 532" ���N �_? �oFW? 3NaN ¢aroF ? �[Ji �_ 21 28'-1" - _ J LL q�� O�-=c,pt A*,AS PE q,.-'TEJ DIVISION OF WATER Z SHEET NO.: B* BUREAk, OG B a., -IES ?FSQURCE MANAGEMEN `7 AND COASTAL S1' _�at5 FLOP'DA O=qT of o PILE PLACEMENT ENVIRONMENTAL PEIOTECT' \ PERMANENT GRADE BEAM AND PILE D_ PLAN 13.25'NAVD 22.75"NAVD a T �GFZEDCONSTRUCTIONA.NO k%'v�"SR _, D FOUNDATION TO SUPPORT CAST IN o JOB NO.: GARAGE FFE MAIN HOUSE FIFE ACTPi1TIES".':'SrCOMP"=-RAI-L r 'x^cc ='rte PLACE POOL WORK. SEE DETAILS ¢ 2013.1678 I !-I R"AIIT C1:4,5TRI'CTioN Aho?n,:Tr,1Ti_'C a E C*a v - -- L9,11TED TC T-0SE BOTH SNO'.';O"r T)i = �v;yc SUBDIVISION: l� AND L!STFC,", fHE PROJECT DFSCR!P7.V,1 THES PEQ oft1 � o Atlantic Beach, FL 1 lSISSLIEUPURSUANTTOCH 161,ES,AND OTHERFEW.!sTS 8"MASONRY SEE PLAN NOTE: GRADE BEAMS BELOW POOL ARE SET LL 1 MAY BE,.nom`QUIRED FOR VERT.REINF.SIZE Q (f) ,f ��/ i 1( / y, _ �O AND SPACING 3000 PSI SLAB AND GRADE BELOW DEP WAVE CREST ELEVATION. " LOT NO.: 1 ---{ REVIE','rE[� pAT F�' .lai NO BEAMS,SEE PLAN FOR U D SIZE AND REINF. GRADE BEAM AND PILES UNDER POOL HAVE z 1475 BEEN ANALYZED FOR WAVE AND O FLOOR PLAN: f HYDRODYNAMIC FLOOD LOADINGS DUE TO v---- F.F.E.MAIN HOUSE O 22.75'OR 21.75'NAV - - ----- Z DESIGNED: J AVERAGE GRADE i �T -1 GRADE BEAMS AT POOL PARTIALLY r KPK I O - 18.7NAVD� L I- - J CONSTRUCTED BELOW 100 YR. DEP WAVE LU I- REVIEWED: 1 , INSTALL NO.4 T0=3AR TEMPERATUREANp SHRINK REINFORCING I -_ CREST ELEVATION w JAE 1J ) AT 18"O.C.TRANS =_RSE TO SLAB STRENGTH REINFORCING 16"DIA PILES. PILE TIP I SPECIFIED ON PL`,. TYPICAL ALL SLAB SURFACES. TOP BARS BEARING(-10.0,MSL)SEE i _ I Q REVISIONS DATE MAY SIT ON TOP C=NO.5 BAR SLAB STRENGTH REINFORCING GEOTECHNICAL REPORT t X 1 _ Q I C DEP PLAN REVIEW 05,22.14 I CONCRETE GRADE BEAM SCHEDULE 16.3'NAVD - 1 BEAM I DEP WAVE CREST CIO DEP PLAN REVIEW 06.13.14 SIZE RE NFORCING STIRRUPS OR TIES W 1 Y MARK DEPTH)x BCT TOP BAR SPACING CRITICAL STIRRUP 16"DIA,5000 PSI CONCRETE PILE W1(8) �.1 N0,7 BAR CENTERED I SPACING LOCATION NO.5 VERT. BEND BARS 6"AT TOP OF PILE /' IN PILE FOR FULL HEIGHT A� U O GB-1 24"x16" 4-=5 2-#5 #3 8"O.C. 24"EACH SIDE CAP,TYPICAL.REINFORCING MAY STOP 5' 0 1 Z OF SUPPORT FROM BEARING TIP OF PILE. C` .� w 1 GB-2 24"x16" 3-415 2-#5 #3 8"O.C. 24'EACH SIDE OFSUPPORT Z I t; GB-3 16"x16" 3=3 2-#5 #3 8"O.C. 24"EACH SIDE BUILDING ELEVATIONS OF SUPPORT 4.4'NAVD h I O DEP DESIGN GRADE �� PROJECT INFORMATION I � I � _ ELEVATION(F'T'.) � O # 1. SEE ARCH DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. - DEP MONUMENT MARKER R47 N.G.V.D. NA.V.D. - -I PEX FEMA FIRM MAP NO, 12031 C0409H U H i I FEMA BA.�E FLOOD ZONE X Q I O 1 --I DEP 100`(R.DESIGN GRADE Fn 5.5 4.4 STRUCTURAL,ji ' I DEP 100'(R.WAVE CREST 17.4 16.3 �- ENGINEERING 1 t --t BOTTOM QF LOWEST HORIZONTAL STRUCTURAL MEMBER(TIE-BEAM) 18,17 los'NAVD PILE TIP E)EARING -9.5 -10.6 0. F61 I r- Z; t/A PVE X _; , z PILE PLACEMENT & GRADE BEAM PLAN 1/4" = 11011 SECTION THRU PILELU D_ 'teff P /a ,5 0.rrtesont 0544 I .. -: `. .. .. .,k:_ .,<:.. -; -,. I ,,., n_.:.*, . 1 ,o. „-.-.,.,.._ ,...•r,mwmW ........,.-._- aMnr..e..+5^ f ,.. . .2.:.1.1 i I 1 MP INDICATES AN 8"x16" ST-8 24"SQ.X20"DP. - 7 SOLID FILLED MASONRY, a: PILE CAP PILASTER W/NO.5 VERT IN ST-8 r EACH CELL. TYPICAL AS SHOWN ®N ■ CURB CURB MP I ■ 2�, 1 25'-NAVD M + + 04 04 =71 MP MP 5"THICK FTG UND �- w I (D 1- J ELEVATOR W/NO. 1! @ 12"O.C.EW T&BI5 I ( I I I I L. J LL. 3 ELEVATOR ' � SLOE E ST-8 SHAFT 8 — Q) TE-1 INDICATES AN l I 12"STEP ■ I ST-8 21.25'Nr�VD ■ �� m 8"WDx12"DP THICKENED I ■ I I I 12" 3TEP 21.75'NAVD EDGE SLAB POUR W/1 N0.5 x CONT. I — Cu 1 3_25 NAVD ■ 12 EP r C } w ■I 22.75'NAVD I I Q I- I 22.75 NAVD_ a-- MP I �- f -1 I :3 ■ NO.5 STRENGTH REINFORCING PAVERS OVER 1=REAKAWAY SLAB I ■ STEEL @ 1(d O .C)(W ///P NO. 4 TEMP. I ( I I I 4 I 5"3000 PSI CO CRETE SLAB ] ST-8 ------- F--I----I-- W/6x6W1Ax 1.4 WWF CUT �� Q SL0 E ------------------ MP MP I ■ I I ------�--{-------------}---�-'----------�-�- 8'x20' TIE COLUMN I I ►N5'XS'S DARES 5" HICK x MAX 5'SQU RE ■ I I - (v I 7 30 0 PSI CONCRETE SLAB kA// I 2 g WITH(6)#5 VERTICAL Iw- 6x W1.4xW1.4 WWF I I I I 6 I I STS I REINF.AND#3 TIES O.C. I I 1 CO II ST-8 7-42 � � ~ l - ■ - - - - - - - - � � - - � � - - - - STS � -- - - - �. - - - - - 1 MP 4 I CURB O c- ILLI 6"REINFORCED ■ CURB 20,_0„ CONONCRE E t C) U STAT � � STEP o MP — I 5 V RECESS IN SLAB, sT-8 21.75'NAVD I I I 21.25'NAVD r N 11 loll SEE ARCH. I I Cq 12"$ I GB-1 I _ ■ ST CONCRETE 22.75'NAVD ( I I - L- ■ STAIRS I r N ST-7Li NO.5 STREN REINFORCING _ 04 -- --------------- --- ------ �--�----- -----�-�---�-- I N @ 12"O.0 3')W/NO.4 TEMP. I q I M STEE 18"O.C.(TOP LAYER) I °' I � { Ld MID MID J — NO.5 DOWEL BA TO — I I > MATCH WALL ■ I I O Iw REINFORCING Al ■ I HOT TUB DEPTH I T.O.WALL Y F STAIRWELL WAL S =3'_0,�TO 0'_4" I U 8"x16"TIE COLUMN 21.25'NAVD 3 WITH(4)#5 VERTICAL I I C ■ I REINF.AND#3 TIES @ 8" I I I I 51 6 MAIN POOL I Cy 10 I LOPE I I I J I O C I —ST-8 — DEPTH=4'-0"TO 5'-0" I W ST-8 I 13.25'NAVD I ( ! x Co IN MP I I �\ 1 ' STEPCo 22.75'NAVD z ( I I ( I I U l J- -- — -y I , I I ( - m � i' w � ' € "�'� �, 4000 PSI REINFORCED O 21.75'NAVD MP 1 m I I CONCRETE POOL WORK I Y MQ 5 I I Cr 5"THICK x ' UAR I E w SQ ` I I f �l 3000 PSI C NCRETE SLAB W/ ' ' o I I a Iw 6x6W1Ax 1.4 WWF SLO i I ■ ---------- �� ._ _ I I I I I — „ '- Z �---�— ----- ------ -------- I WATERPROOFING NO.5 STRENGTH REINFORCING @ 12" a I NO.5 STRENGTH REINFORCING @ 12" ■ AND DRAINAGE AT I I \ 1\ 2 P I I I 18"O.C.(TOP LAYER)TEMP.STEEL @ I I I �� I I } ■ 4"STLo FOUNDATION WALL I O.C.(d=3")EACH WAY i x Q BY BUILDER I ( I 9 I I I I i 21 25'NAVD I DEPTH E9F ( Q� m❑ ❑w L- a z az °� wo I� I " I : ST-8 —{II— —I{f— —II}— ! I JLo 0 Dmz zz ❑w IW —$ QFww � D_m QTQ7w❑ O ww2> Omww❑ Om� D MP t ❑ w w m MP I MP I i Z a [L w ��F❑>w-Da —r ■ I--� --------------------- Owmpd,jWwFwjmoz ■ CURB -- W <w a,-Q L7 Ul I w w N H m w w f Z = 0a�F12 -30 f — - � ■■ — ■ ■� 7 I __ 20-0, � (L 1< w I e"HOLLOW MASONRY ST-8 SONRY 1 Co t� QQ�Wowwamoa� Z 50 LUw wwZwx<Z� cm0wwz 'I- BREAKAWAY UNDER BOND BEAM. ST-8 TYPICAL AT GARAGE AS 8T8 Z wwawamzD �r zmFwz C9 6o�ZQOm -w ML zF° SHOWN Z zwaf 4mz of z3F Q Lll wZ❑ OWMI❑- mwQmmw❑ w w w _On Fi zpQFFDmO:[ ww 146 o ��Fw?3NauFia- ozo-, PERMANENT GRADE BEAM AND PILE LL. Z SHEET NO.: FOUNDATION TO SUPPORT CAST IN o ST-2A PLACE POOL WORK. SEE DETAILS d GRADE BEAM AND 13. A 75"NAVD SLAB PLAN GARAGE FFE MAIN HOUSE FEE Q JOB NO.: APPROVED PLAN AS PERMITTED Q 2013.1678 LD BY BUREAU AND COASTAL SYSTEMS F BEACHES o SUAtlantic Beach, FL I O 1 1 FLORIDA DEPT OF LL J ENVIRONMENTAL PROTECTION Q NOTE: GARAGE SLAB TO BE LOT NO.: AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED z 1475 BREAKAWAY SLAB PER STRUCTURAL 1 ACTIVITIES N1US I COMPLY W;'H ALL CONDITIONS OF THE - (F.R'diT CONSTRUCTION AtviD ACTIVITIES ARE STRICTLY (fir, FLOOR PLAN: DETAILS L!h�ITEU 10 ThOSE BOTH SHOWN ON THE APPROVEII PLANS O AND LISTFD iN THE PROJECT DESCRIPTION THIS PERMIT 0 i IS ISSUED PURSUANT TO CH 161,FS,ANO OTHER PERMITS DESIGNED: 1 ^ MAY BE REQUIRED = KPK LU RE IF{ D DATA PERP NO F- REVIEWED: I z i DEP CERTIFICATION BY STRUCTURAL EOR � ; ,N `, � 6�E a JAE I - - E C E �j ;A'1F��`E- ¢ REVISIONS DATE � DEP PLAN REVIEW 05.22.14 i 5"3000 PSI CONCRETE SLAB W/ ALL STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH FBC, KEYWAY JOINT, 6x6 WIAXW1.4 WJN 4VF IN 5' JUN '2, m DEP PLAN REVIEW 06.14.14 C I TYPICAL SQUARE SLAB PIECES AS FEMA55, AND ASCE 7 AS APPLICABLE. DESIGN SHALL BE IN U J0 2014 o SHOWN 1 Lu ACCORDANCE WITH FAC 62B-33.007 DIVISION OF WATER 1 RESOURCE MANAGEMEN-1 0 z I I ^ EXISTING GRADE v \ J CD o PEX z SECTION THRU BREAKAWAY SLABLL. 1 sr�(ucTU I O 1 ENGINEERING� 0 r_ .01 Tu �a 1 I � I I - I 11 FT-1 FOUNDATION PLAN 1 /4 - 1 0 •x a • P Q y i exon; r j,Fs H5.58544F rb ,J FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ; ti 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. • 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%z"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/HTS20 OR MSTA24. - - B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. i PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR, a) MSTA24.POST DOWN STUDS TO STUDS BELOW w/HTS20 OR MSTA24. 0 'i D. BEAM ATTACHED TO EXISTING FRAMING (o ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK N STUDS w/SIMPSON HUC HANGER MATCHING PORCH BEAM N DIMENSIONS. M a) A 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER -j LL I ITYPICAL WALL SECTION SHEET. = U (u 1 m Cn .� Cu I C . i, a) -&�'. , < I � N I . ALL 2ND LEVEL HEADERS, UNO: C HEADER TO TRIMMER STUD W/ C 11 SIMSPON MSTA24 OR EQUAL. Q U (0 !' - " a� m " Ln '4- t'�l i O SW1 ; 3 STUDS U) W 1 3 STUDS U) W �U'^) W 3 STUDS' c U) - 9 o HTT3 I- : () � � � ti, O 0 O 11 I DTT2Z I- F- HTT3 = = _ __.- _ _... NOTE 4 HUC28-2 .- i i , _ ....... _ _ 2 7,A;-- L- SHAPED 2 2x6-1/2, HAPED MASONRY (14 (2) x6=1/2- O. _ ... .__ ......... -...- _. _ - CASTER, FILL;CELLS SOLID W/ ........ ., _...._ .. ..._. _. _. _.... .. . ... ....-_.._ ........ .--. _ ....._ _......... -.._._.. ;.,:,; Cj_.. __....._ ......... i. 1. 1 .. 5 EA CELL -_. ( ) _...... __...... I ....... -..... _.._ _._.... 11 1:i O O ... . _ _._..__.. ,, :;,,/ E2)2x6-1/2 .._... - rn ;..z : (2)..2x6-1/2. __. (o i ;N, 2 PT 2X12 1 # 3` w. 2 2x6-1/2 (2)2x6-1/2 (2)2 -1/2 `f '. Ua : cn O ..... . , . x6 _..__ u�. i Z) N 3:, '. J 1\ ➢ H w UC414 I. M If' I OPTIONAL H : ; - - 2STUDS w - P.1 SEEIDETAIL - . O - ---- -.:G% X - CT N _. CON 10 :o : : DTT2Z -.. _ 1. : ) S. A7 o / N C) FOR WO 1. � NE ,.O \- S 4 >. 2 , 4:O _ ROOF GIRDER TRUS : _..._ s ; I; iH7 - - .... - .: - ...... .. - .. . . fn :: J J ill! 11 I - I : PLANK HEADER TOz. . : :: . j will! , - IL 2 MSTA24 � I. Z <:: ;f` �' STUDS W/HTS16 g O w DTT2Z �- 1 I �n Q ,; ---- - . , I` _ cn 0 , --- --- . __ U .i: a , a - _I. - . ,� . I w 2 2 6-1/2 o N I � E O 1 0::: , I' NOT Oa 07 > O : LOAD I Lu � ' ' I � N I Z cfl B2 � � � .: - ...... BEARING X ., ; O _ - p€ ST-7 �/ Q w - - I n M - - ' __ i . ..- .... ....... ... „ _...... _._ _ _. illi O . Lu TUD !: ! w z � . ., L"i : -- -- --.- _1. .---. — Q ----- N a ,� ` . i I 2 MSTA24 co 3S S (3)JACKS/2 �- H (� X NGS P.1 :1 ` i L 2 MSTA36 PLANK O KI B2 . , �. ; , _._._ . .... ._. ._.... .. .---------- _. HEADER ST-7 O, SEE DETAIL /// ' S T-`70 :i PLANK HEADER TO . - / : : `1 O ; .. : STUDS W/HTS16 8 Wx24"L'MASONRY PILASTER, Q O # (2)2x8-1/2 / LLS I 5 EA a /4"x 11-1/4'DROPPE HEADER - FIL O :: : - --- , : (3)..�:3 . ...... . _-., L`CE SOL D W/(1)# ' i _ ......... ......... ......... --- ......... _......... _ �", C f -- .._.... CELL. �_ i . := ' --, 4 _. wLLL O -._ _........ :i i .. ." _.._. .._—.. ------ i _... _. / ;' ___; , . a. r-- - __- —_� i = _:::I 3 2X8 PLANK HEADER OV R SGD ~ ROOF GIRDER TRUSS -_ . ; .: 3 1/2"x11 1/4"LVL-3/2 : . N ., ',' . :I PLANK HEADER W/ BEAM POCKET OVER .�, ,x ` (2)2X6 PLANK HEADER AND SILL - %x11 I ; HGAM10KT MSTA36 AT PLANK HEADER PT BEARING PLATE } a (n I _ : . — X 0 Z � ❑ k_ ¢ PLATES — ti W w a L , _ ,; 1- 8 x16 L MASONRY PILASTER a. a U Q ' p a ui TSM20 , : ; TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL 2x NO 2 SYP BLOCKING TO FIT PANEL SHEATHING REQUIREMENTS TIGHT BETWEEN TRUSSES, ON SHEET ST-1. (3)10d COMMON TOE-NAIL @ TRUSS OR RAFTER TO TOP PLATE EACH END. W/H10A UNO ON ROOF FRAMING PLAN 3/4"BETWEEN TOP OF WOOD _ PANEL AND CENTER OF IW FASTENERS. (2)#4 CONT. WALL SHEATHING TO TOP PLATE _ W/8d COMMON @ 3 O C: 0 w J� U) (1)#4 BAR AT C CORNERS WITH MIN. TRUSS TO TOP PLATE W/ G SIMPSON.H2.5T,,ONO ON PLAN 24 LAP N TRUSS OR RAFTER TO TOP PLATE W/ PROPERLY WIND LOAD RATES •EVERY OTHER STUD TO TOP H10A, UNO ON ROOF FRAMING PLAN 2 #4 CONT. PLATE)IV/,SP2; MAX 32"O O SOFFIT MATERIAL CONT. °@ O C @ PERIMETER.SEE DESIGN CRITERIA. NA S (OPTIOC15600 @ 32" O.C) WALL SHEATHING TO TOP PLATE -. PROPERLY WIND LOAD RATED SOFFIT TOP PLT TO STUDS/HDR •._EVERY KING STUD TO TOP PLATE W/8d COMMON @ 3"O.C. o MATERIAL CONTINUOUS @ PERIMETER. w/SP2 @ 32O.C. W SP2.OR..OPT SDWC15600 a SEE TABLE 1:COMPONENT AND (OPTIONAL SDWC15600 STUD SPACING PER TABLE 3: e y •EVERY OTHER STUD TO TOP CLADDING DESIGN PRESSURES ON SCREW @ 32"O.C.) MAXIMUM EXTERIOR WALL STUD SHEET ST-1. PLATE W/SP2 @ MAX 32"O.C: SPACING. ROOF BEARING ONLY. i (OPTIONAL SDWC15600 @ 32" STUD SPACING PER TABLE 3: MAXIMUM O.C.) EXTERIOR WALL STUD SPACING. ROOF TYPICAL EXTERIOR WALL SHEATHING. 8" CMU BOND BEAM •EVERY KINGySTUD TO TOP PLATE BEARING ONLY. SEE TABLE 2:WOOD STRUCTURAL W/SP2 OR OPTIONAL SDWC15600 TYPICAL EXTERIOR WALL SHEATHING. PANEL SHEATHING REQUIREMENTS ON .SEE TABLE 2:WOOD STRUCTURAL SHEET ST-1. BOND BEAM REINFORCING AT CORNERS (y) PANEL SHEATHING REQUIREMENTS ON i COI SHEET ST-1. co ` WALL SECTION AT ROOF (COMMON HEEL CONDITION) WALL SECTION AT ROOF (RAISED HEEL CONDITION —' (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) LL. (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) BOTTOM PLATE TO U RIBBON BOARD W/10d ■ �■ N COMMON @ 6"O.C. m WALL SHEATHING MUSTS% ,CONTINUOUSCIO 'ASYSTEM CROSS FLOOR, &EXTEND MIN 24 BOTTOM PLATE TO BEAM(OR GIRDER)W/ 10d COMMON @ 6"O.C., UNO. QBOVE.SECONDLEVELryBOTTOM PLATECu --=�• _-.� >.,, � DIST. FROM DOOR JAMB/ MIN. SCREW DIST. FROM DOOR JAMB/ MIN. SCREW +- WALL SHEATHING TO BOTTOM WALL SHEATHING TO BO OM PLATE WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH , Q a) @ W/8d COMMON 3"O.C. %4'OR 1 Ya" PER MANUR 3" 5" PLATE W/8d COMMON 3' O C �-� @ MINIMUM 3"LAP MINIMUM FOR 3 Ya 3/s 5"BEAMS. 1 Y2 CONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO BEAM(OR GIRDER TOP CHORD)W/8d 1 ie1s' 3%a" 3 3/4. 6" 3"BETWEEN BOTTOM OF WOOD COMMON 3"O.C.CENT RLINE OF FASTENERS TO BE 1%2" " t_4 BETWEEN @ 2 Ya 3%4' PANEL AND CENTER OF FASTENERS. ABOVE BOTTOM EDGE O SHEATHING � F 8'MAX GAP BETWEEN BOTTOM WOOD FLOOR *IMPORTANT*-FOR GIRDER TRUSS APPLICATIONS, V OF PANEL AND TOP OF SLAB. TRUSSES BY SHEATHING MUST CONTI14UE TO BOTTOM EDGE OF TRUSS TITEN OR TAPCONS SCREWS SEE TABLE OTHERS TOP CHORD. ABOVE FOR LENGTH: m WOOD FLOOR TRUSS BY OTHERS v SHEATHING TO CONTINUOUS PT 2x •(2)ROWS%4'DIA.@ 30"O.C.STAGGERED LO IF WALL SHEATHING ISN T CONTINUOUS FROM SECOND a PT 2X8 PLATE;ANCHOR TO BOND BEAM I ` PLATE W/8d COMMON @ 3"O C •(2)ROWS /s DIA.@ 24"O.C.STAGGERED FLOOR TOP PLATE TO FLOOR BEAM,THEN THE W/%2'OX8"EMBED DRILL&EPDXY OR CONTRACTOR MUST STRAP THE WALL PER THE DOOR JAMB OR WINDOW ATTACH TO r- TITEN HD W/2"WASHER @ 24"O.C.(MAX.) • ALTERNATE STRAPPING METHOD BELOW. 2x-PER MANUFACTURER'S DETAILS (2)COURSE CMU BOND BEAM W/#5 CONTINUOUS IN TOP COURSE o ALTERNATE STRAPPING METHOD FOR WALL TO BEAM OR GIR ERS VERT. REINFORCING TO HAVE DISTANCE FROM BLOCK TO DOOR p 10"STANDARD HOOK INTO TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TOT P PLATE WITH SPH4/6 AND a JAMB OR WINDOW, SEE TABLE O N BOND BEAM TO BEAM/HEADER BELOW WITH MSTA36(OR S16)WITH(18)10d COMMON. o ABOVE(SHIM AS NEEDED TO to TYPICAL WALL SECTION AT FLOOR KING STUDS: WITH MSTA36(OR S16)WITH CH KING STUD TO TOP PLT(18)1 d COMMO TO BEAM/HEADER BELOW PLUMB JAMB, DO NOT EXCEED Y4") 2z_PT NAILER OROR PERPENDICULAR FLOOR TRUSS CONDITION **WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON C'16 EXCLUSIVELY" _ O (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) BUILT UP 2x–ATTACHED TO MASONRY, (1)PLY O 1x–OR 7/s"OSB MATERIAL MAY ATTACH TO WALL ALT. WALL SECTION AT FLOOR N SECOND FLOOR TO BEAM CONNECTI )NDRYWALL N (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) I 8"PARTIALLY GROUTED EXTERIOR CMU8"CMU WALL J WALL W/VERTICAL WALL REINFORCING a PER STRUCTURAL PLAN,SHEET ST-2B TYPICAL DOOR/WINDOW JAMB TO BLOCK L (TYPICAL FOR ALL MASONRY OPENINGS, UNO) J g ' -PROVIDE DOWELS TO MATCH VERTICAL-- 0 un WALL REINFORCING W/MIN 25"LAP _`�,-- Z (IF DOWEL IS OMITTED OR IMPROPERLY U INSTALLED, DRILL AND EPDXY,DOWEL OF _._ Q EQUAL SIZE W/MIN.6"EMBEDMENT IN ' MONOLITHIC, 12"EMBEDMENT IN MASONRY) NO d- W —'� SEE STA FOR FOUNDATION 1 1 \ SPECIFICATIONS Y BOTTOM PLATE ANCHOR NOTES \\� �\ ~' z •EACH SILL PLATE SHALL HAVE A MIN. _ O OF(2)BOTTOM PLATE ANCHORS. •INSTALL ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). V) EXTERIOR WALL ~ aa.. w Q D ° d v D zmmN QD m 11WL. aZ TYPICAL WALL SECTION AT FOUNDATION � ul o o -Z F_ z 0 ul o w Li ° z m THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS ~ J } a o z W o � m � z z o U) m D ( ) Al Oz wwofo wwwwwm ] � w Da, w - all Co 013 a. Z >- w a F a F D W J m Z Z 0 TYPICAL WALL SECTIONS ALTERNATE WALL SECTIONS & TYPICAL DETAILS W QW � Qow = WWNO ° WW ., z QI JWW F- FW °zWaLL Q � oQDWDzwao � oD .� � p � wIL3: Ow -j0 < GENERAL:NOTES APPLICABLE TO ALL: z Z Q X F o 0 011 - I o z LU o - ow Ozal- Wu� LL- mt9 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x NO 2 SYP FASTENED W/ 2 ROWS 10d 8" O.C. STAGGERED (UNO). MINIMUM 48," LAP W/ MINIMUM 20 10d IN LAP. Lu w Ld z W Q w `-' n w LL z � ) _ @ ) ) ADJUST.'TYPICAL NAIL SPACING AS NEEDED. z zw wlwzz :j �- Zln7 _ z D 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE2x_ NO2SYP PT. z W ° � amz `� �a � z3WQ 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. �_ Q = Q o } z 2 a �—6 z a Q _ 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 0 F_ o w z p� n � o w° w o z Q 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET S"f-1. O ? 3 ro a Q a�i - 0c] 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAX MUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. -j 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DO NEL PLACEMENT PLAN ON SHEET ST-2A _ z SHEET NO.: 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 0 ST-6 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. ' o TYPICAL WALL SECTIONS JOB NO.: f U Q JOB COPY Q 2013.1678 SUBDIVISION: -� � `' £ o Atlantic Beach, FL SCT _j ON Jobs LOT NO.: U EACH I NSP E.G' z 1475 Ur FLOOR PLAN: O J Z DESIGNED: KPK LU 1-- REVIEWED: w JAE 0- < REVISIONS DATE � PERMIT DOCUMENTS 11.17.14 m 0 W z O w Q z u Z) O F_ OAPP E XLL.U QU) � EY P e q °e i 0 CD O, *:• ° 58544 O ' :* � -v U 0,n'•..,�T T OF W 00 LLI tri. •, 3�a�`°,, Q Je son, P.E. P.E. No.58544 11.17.14 123'-0" . A --t.-, 115'-4" ,w Ig° �se 7'-8" C °� ° o o off,. -xC wt. 28'-6 - 48'-4 " ii 16'-9 " 21'-8" °�a �A -Z 4 q o o° 22'-2 " 5'_8" 5'-8" 2'-0" b > a.b w-'d �� °0 L 3'-418 4 w �� I " 23'-1OR" 4'_p" o 00 �'0? "t ��„ ," ■ - 0 o V u Q z ❑ o•gd o� �° 2. X17 -"W -sg° • b m.. o "g � o E o.' P, E.o o. G. .� ° t- ° 7 ° °F'.+ A/C CONTRACTOR 2 °- ° 4 �" ab a o a °. o R/��%�� "�'Y��' TO LOCATE PVC �■ �Eb � �,°�� °° OUTLINE OF 0� .--.~o 2 . 4 o o o g 21 CHASE UNDER SLAB CMU COLUMN } ; } I" i ! �r r�-!r--/Y Q BLOCK WALL t GAS , , GAS , GAS , ,� _ LINE OF , �l-, ;'•� , tntoo AS REQUIRED - / r -------- ° q ��s ose 2._0» 28'—61 t G g a i p O O l o - 5 -8 U D pa o A� 21' 5�" lo E -------------- I- a� �ko o °mow io °o° � STEP DOWN o BLOCK HERE .` ; \` , \ , 1(i'n•-,r 7 f - ,1�, 00 °�tn>~.: a 0.5 7 ° STEP DOWN GAS I it GAS ; ( GAS ; { '`1 ! ? ;`%% 1 BLOCK HERE \ DASHED LINE OF FRAME WALL ABV. `„b/ fo _ -------------------------------------1------ ----------------------- ------- --------------------------------------------------- -------------------------- ________________________________ ._ ----------------------- _ __ ------------ __ _--__1___-_________ -------- ------ - ------ ----fi- _------- - - --------- - -111171 11' ----- ---------------r �--------------- ----------------------- --� -------__-=--_�G'-_r----=------- �t I // .a♦ //' 1 1 \ ``� / I j j '- l I 1�- 1 1 °�•�7 V c q! ° _____-___ __ ________-____-____ __-______ ^F��' -___- I r- T- -1- r_ l.F--'-------n 1 I /4 1 I, \ /4 / \ rL `�=I%'-:\\ � t � q 4p p ° 1 1 ♦ / I ! \ 1 1 r\ !♦ \ l I/ C\ r , ,9 I-----� ,, I , I \ , 1 I r 1 I I [7 0 7 d < � F I I 1 I I I I ♦ . 1 'I I /!� \ Jt /� \` !!\ \ Jl /� \` Ir--------I, 11I j !/ \` 1 1 , !, 11 1 1 0�p °.. o ° I I I , ' , 1 I '•� / I r, I , \ v [ 1 , \ v��< ` I I I I _!1._ !! \` I I ------------------- 1 , !I 'I I---1 UJ o o i. ' -1, / 1 i� 1 L__ '�1 J I I L_�/! \---J 1 _ 1 I ,i I--------_-_-_--_-_-_---, I I ' r------------- 1=---=-------- ----=1 t l 1 1 4 I I --------------- ._ ------ - 9x7 OHDI LINE OF CMU BLK. T ; -------------------------------------- • ■v I 1 ,I I 1 /' `."------------------ -IN --------------- - - ----- LINE dF 2x FURR STRIP 1 1 V r \ /i �\ I ,�__ \\ r /i ° I 1 �.�. vii O �O O , - -- :. .. .. n .. .\ n I ()., I I I \\ ,i \\ I\ // ♦\ /\ Y' � \ I 1 ♦` I ' ' ' I I I t I 1 r-- ' ”✓O ` t"7 1 1 , .. A /. .\ , \ •• k ! \ // ,. I, 1 + I I 7 ; ' 1 I 1 \y! \G `y d' `y d' /� j '� 1 ELE� ,, I I I 1 •, ' 1-------------------------------------,r---------_--"'\\ ' ( `n i moo' tri- ----------------------------- ---------------------------------------------------------------------- ------- '-T ! I ---------------------------- i -__==t--.-h----�3 i , II li^- I t 'r------------------------- 1 11 1 I I H I 1 'L---�IIy�----� I 1 _ 4A — — — — — — I I I ' t Y l==_4Fid__-� L-------J -fir I I 1 I 1 _ I ' ' _____° 1 I f_________________l I- , _.-_____-- -_- _ I I I I i \ -----------------------------------------I 1 , I M1fw I r- '� -t' 111 I 1 =�'-�--•�_4_J- r I( 111 , 1 I , . ___` �_� ' GARAGE 1 ' - , I ,, , ,r---�, ,I 111 , , . I 1 I �Ly�JI , I , 1 __..r____�____r___=.�____r___Y____�____t_� , •-IN , 1 - 1 I ,I I, I 1,1 \ I 1 i__:iX- I LSiitJ' 1 / \ ! l / \ ! \ O 1 1 ' ' 1 I l ' ' . 1 1' ` 1' r--�'---'`T 'I ' I \ I 1 I I . 1 I I I ,4 I �--- ��- I T-- Q � Q CLOSET -I I ; �1 i 11 j! IfLL � I ' I (U' CLG.) ; �• - ' ' -------� (_- J L�-=----JJr 1 1 /, I `----- ' I ---�-- -------------- ---------- _- r� 1 T 1 1 r--------- , 1 I -------- ----------------i 1 ' I I I I I I r 1 ;% 1 H -- 1co I h _ i ' ' ' ' '' ! ' H 1.4 t co co O LINE OF FLR. ABV. , ! I r I I �__� t I l ' ' 4 I� —————————————— -- HB. 8x7 OHD I BLOCK FACE WHERE 1 l 7., IN CQ FLOOR JOIST BUCKETSW__4_ 11111 INTO CMU WALL /�_� I h i r I , � � di �v�\ \ C♦ ��'i ce i ' I 1 1 ' I ROUGH PLUMB- I I -, 1 , , ;, 1 1 I ,� CD 0 r OUTLINE F ✓ 11 1, �: ';;; ;` 1 I 1 O O1r 1 2ND FLR. ONLY FOR _________BALCONY WATER' I L------------------------------_ _ i _ SOFTENER ------------J �__�`� 1 ;;;''<, 0 P Y R I G 1H T J 0 H N L 0 N G 0 1 ;- •� Q) - r t ' SYSTEM -•----------------- h t O ^ ' I ---- L--------------------- I 1 II ---- ----------� 1 LINE OF FLR. ABV. r---- _­---- '----�----- r ry I I 1, I I I H--Y__'______ _.S�____;____i______;___J 11 ,. i. r T {`♦ � ----------------------------- ---J--- ----------------------- ----- " 11 II I I >---�, 1. I 1 1 1 I _' ' ' •L--------------------------- 1 ]!- I `-- y l I 1 i �•---- - W n , 1 I -=:= __� ------ ---f-----------II ________________ L _ J I 00 _ - _ 9 I -------- ------ T 1 ' -I 4'-0" 9j" g ------------ A" 2'-11 4'-2" T - , 1 1 I I 1 I � 1 �♦. I � I � 1 1 � `-..1 1 1 I I I 1 r 11 I - 1 I 1 ♦. , , I I , 1 1 I R STEP DOWN 1 1 I I I I I I BLOCK HERE o ; ; ; 1 ; ' l I 1 r 1 1 1 I 1 HEADER j PAVER 5 I I I I t ';' 1 ; I r l L---J ----------- I I , BELOW I LANDING I I I f rn i ; a �q , , I " r I I I l 1 I I I ' 1 , , I I r---------------------- to i i i i i-----�----------------� 1 PLATE (P VE �) I I I T ' I ,,' ; 1 ' 1 ; ; r 1 t 1 I 1 I 1 F: •�• 1 1 I �� �. r I I /i , ' I ' I I �----------------------i 1 I I I F----------------------•7 , I I r 1 /. 1 1 �'� � �' � � .� � I I I 1�1!!! � i 1 �'�' ' i i i i i i i I I _�-�► i ' i �'' 1 i i i i i Ir------------------------1 i -----------------------� r ' i i �' g" L I .F , I I 1 I 1 I I 1 7$ I 1 I __-__i I 1 I I F-_______________________ u 8x7 OHD� 19 0 " 2'-11 " 4, 2„ �t�`♦ I ; -----------� I 1 r r- k---J'n------- - -f�--•�` , ; \ > r --- I 1 I I 1 I I 1 L------ J 1 1 \y i l i i t 1 1 ; I T___-----T---___ I ______ 0) 1 ��'---------- ------------- r' i i I r i ' U7 `--------� s--------' , l ' I _ I LINE OF FIR. ABV. i I , I I 'r OUTLINE OF ,c I 2ND FLOOR 2 CAR ----------------- --�- T - ------r-------- -__-- 1 I 1 II r 1 r---r--T r- -'�` 1--r------n ' -'-- -----3 E•-'1 I I I GARAGE #2 1 II ' ' >, f ! �; ' -- - 1r------------------- \ I II p b 1 11 , --------------i 1 i �. I II 1 11 ' a to ' I (U CLG.} e I 11 , , ., _ .` , ,--. 11 10--------------Inf ---� III II1. ■L_--------_--Jill 1 II �/ 1 I I /� 1 ���/ II 111 IIII It n (13 CLG.) t� �f, I 1 , �' I - 11 111 -------■■ 1 rT-- I 11 ❑ III 11 1 I 1 1 , 1 V!_' 1 1 I 1 1 I Il hr----- in , L._____ - ---- I 1 II ill 1111 I 1 I I I -- --- ---J - 1 11 L-_-_-- r r L II III IIII L1_-` 1 I ■ --------------- �L7 nrr• i r nn r 9x7 OHD NOTE: , x ' ' ' „ _ _ ____ ' I 1 , II I 1 1 I z _I l a - BLOCK FACE WHERE I a rn a ill +J 1 1 III I I IIII I 1 I I , I i I FLOOR JOIST BUCKETS `4 i T �� ,° i l� .i h'r------1 I- --���� • -.i � 11 III 1 I r7 i■ , I ._s,- ull T i I INTO'.CMU-WALL iii rrr' i i `-i n�------ ----:iii ' 1 1 �" rl 111 44­4111 I IIn I I 1 t Lo f 1 t x- ,€` - Q 1 I II J L___________i_ i- -__� r______________� L +J 1111 u� ■ , �� I 20 -5 , I• -- C I II , __ _' ill------, ,----�,II ■ ' ' ' ' ' I 4'-0" /` ?-- 1,O I II 1 I,--------------- , 1! 1 1- / ■ I 1 II 1 1 i ' 11 \ ,�{ Ilnl 1 1 - IIII ■ - , 11 1 I ■ rte`\ 1 ''-, ' ` u 1 in II I I I I , ♦ / J�� 1 1 11 1 I I I j 1 nu ' • - - \ / , 11 .i IIIII L_____JIll ■ , ,-,..a 1 U 1 ` % ' ■ ! t ` " - ---- I II f 1 I I 1 1 L;` r• ■ 1 10.`.T'.. I11 /i\ !�\ /'♦ /♦ I 1 / \ 1 � `II ___________________________________________________ � _�\ � 1 �,` / ` }------------ 1 II 1 1 1 1 1 1 � j■ I I � OUB. 111 /, \ ! �\ // L_-_-_ I I F\--i� /♦ / / ♦ II I 1 I ' .. ■ ' 1 ,... 1 _ / ' \! . / / ` ♦ 1 , / 1 L---- 7 1 I / '�\\ i�. ` /i \ I n 1 1 I I I I 11 1 ' cy -----� _ , ---------- — rRV ■ I 1 /,/ it IIF f \ /,' 1 1 / ' 1 1 I 1 f , \ / `\ __________ ,/ V ' 1 C6 , 1------- Y -� \ 1 I r I ♦ 1 ' / Y `` \1 1 1 1/ !' 1 f 11: I I LINE OF "2x I'URiZ STRIP � ;- 1 1 11 \ 1 I 1 \ , / \ t'y•'-•{ 1c:' , 1 ------------------ LINE -1" i I 11 __ 9 , , C-._...n Imo/ `.'. I LINE OF CMU BLK. Via. l 1 --------- + 1 €; I ,:; - --------------------------------------------------- to �C y;. I , 1 1 1 .� ! .\ I 1 -I r 1 , L..: 1 ' f y"t•_I -- --------- toL■ t ' ' ' ' ' _ r -- -- _ -------------- -----------------. --J ' ,, it \ I ------'1--- _- -___--- - ------- ---- -- ----------- ---'--�-- _� ___-_ ---- 1--- --- ---- ----------------- --- ... I Itll II ` II :w•_.. 11� t ' 1 ---------------------------------------------------------- it ----- i ■ I �__________________J L -_�1 \ C y _____ ____1_-___-___________1_______-__-_________i___--_____-_ ---- li u �: I --------- null ❑ ' I ----------------------------------------z�---------.ur------ -r' `I-------------------t-------------r------r-------------------------Z -----------ur - ,it,. ■_ _ -__-__-____ 1 Izs__-_____-l.>=________-V STEP -DO -; ; 2" 6'� n Io $I�dCI HRE� ; �% , 1 L--__--____JL________-_JL_-____-___J OTLINE OF I , , I 1 I 1 I 1 1 I I ' I PAVER cc 2ND FLR. , 1 , I 1 I , I ; _ BALCONY , I i I 1 1 1 1 ; LANDING �AV�R '�STAIRC�SEI ASPY. 1 SE� B[JI4ER� ; PAVER LANDING ' ----------i---y=--i---� ___i_ .. 3'-6" rr - w OVERHANG 42.93' NAVD 88' oo w 21'-1 4'-0" 24'-6" 28'-6" y J 2'-0' _j 3 SUITE#2 (10' CLG'.) p, _ I i OI O z DINING OPT. MEDIA OVERHANG (10 CLG.) 2.86' NAVD 88'---,,, 32.84' NAVD 88' FINISH FLOOR ----------------- - ,\ 0 s_ coz 15 9'-4" (LEFT SIDE) - ~ ...... - 9'-4" (COURTYARD WALL) 3 ' I . . . _....... : ELEV. F -- - DININGZ :........ :.... ` ER DINING ROOM SLAB � FRAME WALL -8 UNDER J I- J J t _ T WALL a —o RIGHT SIDE ) Q APTMNT. -� ' - OPT. MEDIA SHAFT _ ;° .......... ( 0 CLG.) d CL --• - - 2 CAR _ 2 CAR r-,00 r° (1 G.) 11 G. r' r7 / -'` rn I O N 1 0 C14 GARAGE #1 - GARAGE2 ' : : ` ":.- _� 02 CHANGE IN (8' CLG.) = ATTENTION (8' CLG.) ELEVATION BTWN. APT. OUSE FF. OF APT. & GAR. MAIN HOUSE AREA TABULATION FF. 77' NAVD 88' FF. 22.75' NAVD 88' ALL WINDOW HD. HGTS. MEASURED NO FLOOR TRUSS { ______- APARTMENT FF. AS C K BALL E T AI L _ " '`' ~ -"' "' '' FROM MAIN FINISH FLOORS HOUSE SQR. FT 4825 S.F. '�•• •• `� '• a INDICATED AT ELEVATIONS, I 1, BLOCK ----------- \RU TO \�\\�/��/��/////\\ \ ?. ,...:;.,. . :-.. :.:>.., .:.,_.- }' NOT OR GARAGE CURBFROM GARAGE OOR GOOF SQR. LOT COVERAGE 12,97 37 �• SCALE: NTS T v \/�\ \ \ `�l \\\�\\\\ \ /l\\ //\ \\�\\/�/ �/ GARAGE APT. LVNG. 1143 S.F. 4 CAR GARAGE 1189 S.F. \\/ CVRD. STREET BALL. #1 85 S.F. �I _ f \�\\ �, NOTES:_ CVRD. STREET BALC. #2 69 S.F. ELEV. ,/��/,/� I 1 ALL EXTERIOR WALLS ARE CMU EXCEPT As NOTED CVRD STAIRS AND ENTRY 138 S-F. /\\/ am ) - ° CMU WALL SHAFT //�\\�/ 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. ��\�/ • 3) ALL WALL THICKNESSES ARE ACTUAL 2x4v3.1/2" TOTAL GAR./APT. SQR. FT. — 2624 S.F. ' - GARAGE 2x6=5 1/2' 2x8=7 1/4", ETC... • CMU WALL % \ 4 TO BE TIE SIZE IEIA DEPERMINEDQUANTITY OF ALL BY THERS OR STEPS ARE • • °� (8' CLG.) \\\ ) CVRD ENTRY 55 S.F. 13.25' NAVD 88' +STEPDOWN \\ GARAGE FF. HGT. 5) ALL PLAT' AND CEU_ 4G FIGHTS ARE TARN FROM COURTYARD BALC. #3 17 S.F. DRAWN BY: GARAGE FINISH FLR. ------_-_- ._- ------------------------------- CVRD. REAR BALC. #4 417 S.F. STAFF (TOP OF) HOUSE SLAB/BLOCK CVRD. REAR LANAI 786 S.F. :: �' 6) VERIFY THE KITCHEN AND VANITY LAYOUTS-WITH MECHANICAL RM. 15 S.F. \j/\j/�/\ \�\ ��� /\�\ w• \/\\ SECTION "" CHECKED BY: T /\\ i y� TI�, DEP_\uv DONE BY OTHERS. �\� \/\\/� \\/ \ \� SCALE: 1 4" = 1'-0" � 7) ALL ANGLES ARE 45 UNLESS OTHERWLSE NOTED. S 2ND FLR. LUNG. 2726 S.F. / //\//�/ // �//\ // / 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES DATE: \ \ \ \ \ \ / 10.15.14 SHALL HAVE ANON-SLiP FINISH TO MEET ASPM CIC-28 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. TOTAL HEATED/COOLED 5368 S.F. SHALL BE PRESSURE TREATED APPROPRIATELY FOR TUE CONDITION 9) ALL WOOD IN CONTACT 16TH MASONRY, CONCRETE OR EARTH SCALE: 1/41)=12-0)) TOTAL UNHEATED 1318 10) ( = GLASS TO BE TEMPERID TOTAL MAIN HOUSE SQR. — 6686 S.F. rB-NUMBER: 11) (j)= EMERGENCY ESCAPE AND RESCUE OPENINGS TOTAL SQR. FT. 9310 S.F. 9310 ,i REVISED: i DWG NO: - A4 14 OF p 125'-0" 5'-8" W a $� t o 2'-0" 115'-4" 7'-8" 5q p..+ it V Olo .M O o I O tl° 'A° f. o.P.A Rt 27'-1 Oj" 49'-Og" 16'-9�" 21'-8" 5'-8" 2'-0" w b oOo o ap p lo 8 E " , o �°pm•�°° �°'ROAEO 0.° °22'-2g 5'-8" 47'-51" 1'-6�>, 16'-0j" 9> 3'-4" 15 -8 " 2'-7 J" b� b -10" 5'-g 4'-1 54, 14'-11J" 12" 30'-9j" 10'-2 > 2,_3 „ 1 °v11' p o b y o p at lo lo lo 2,_2j„ 7,_7�" 7,-3 » °o e 5o a .. L U 0.q3 . p p r�I� I 3,��tl8 < p O t f 'U�.+ v co rzi d W o®PI E- 0x� i xwlx� A/C P. DBL 2x12 v)d co w / CONT. VERT. D oo z H CD 0 ' O AR FU'T'URE co®I�x ELEVATOR I . r) _a LINE OF FLR. ABV. I GAS GAS 1/2 WALL �� r-- --�r x v�r------� —I •� - SOFFIT @ 8'-6" F. GAS w/ GLS. o/ I - I 1 I I = o i i 1 6' i HB. cz_=D `�O I rn II 1 °' II I 1 Q co O S T ® 8'-6' AFF. w O m O U MIR. • __ -- -- -eR ---- --POOL EQUIP.--- - --- - GAS ---------- co O o �i .. - IO.H.C. �-----� �---- I f--- l O.H.C. OPT. . __ I 1 O ® 1 -J 2'14" +�., I PANTRY CAB PANTRY CAB PANTRY CABI L� iD - OVEN = 1 I L•. L. L o , I, �O.VEN 1 i I I PIZZA BIB. I N W � cO z °-w ' fn_ I w ' I ASE I I IWEO I I I BASE 0 I I1:1 ja 1 B TH 4 ^ HD. o I I I N FRZR. O R REF. - -t -:-�, r VLV. III _ � I - GRILL i , _ 0' CLG.) ��\ - I I I + _ , 1 —\ADBL 2x12 ri o o A C COMP. /C COMP. GAS � ,, I I I x 1 I H W 8° AFF O ELEV III I �'" I QO I PA TRY CONT.PLCSERT. ri OPT. i� BIB. I T _o ( )) ' SMR KITCH , 1 � 1 i 2 BERMUDA SHUTTERS 60v I I I I 10 CLG.) FOR FUTURES DOOR VENT HOOT? THRU O Z LP HINGE STYLE �Ir (10' CLG.) I , ® , ( ELEVATOR ��_ FLOOR TRUSSES � I 1 -+ f. I /C = - --� - - - - - - - - - - DBL. SINK - -�j - - - - - - - ' - - - - `� w �� A - - - - -I- - - - - - - -i I SHELVING r 2 7 0 4'-9" > 12 6 0 16 -0 9 , I 8 -6 I IREF101-6 1 12 7 7 -0 z .. 0 0 .-,�., i , �O I I �,. _ _ _ _ COOKTOP w HOOD I o a d T i I o I DINING _ _ x LINE OF CMU BLK. I� ------- ---- _ o w T I r I z II it I ® 1 I C__________________ w F _ OPT. MEDIA �' °� ' ''A '' S T O R. _ co LINE OF 12x FURR STRIP Ico 1 i o of Q to w I ., m L-- LL==J� a I I I I m oa I d in o� ---- w 1 cfl i� AS I I _ SUITE#4 o I� Lo LINE OF FLR. ABV.--,,,., (10' CLG.) ------ - (10' CLG.) ir, 10' CLG. �'° �' la in ' ' ISLAND BIB. D/W -'11 I ENTERTAINING/ I'm _ Id ► r r c ) I,I , COVERED 1 I-' 6 I I = I I 11 1 �., ,� ° FORMED & I , ® I AR SHELVING KITCHEN J, 1 BREAKFAST OUTDOOR , o I (1 ) 10' CLG. ��. II . (11' CLG.) I LIVING to '® ' lO -c I POURED 1 1 I I -0 CONC. PAD 8c _ I �; I _ A �) Iw I.-, g8 E STEPS AS 3 „ I , w I I ., q rr 1 Io 1 5 REQUIRED N I I r7 �� rr I 1 - NOTE: (11 CLG.) w z 10 I t �� Q I � ) I � rr , » , ila '-0"1 -5" > 4,_1 ,f o 12" 2'-2 " 2�_ 0 10'-3 » 3,_6 » I I 14' 71" '12»i g,_1 » 5- 8» - �r 4' 0»0 11'-4" r i 1 16 -0 I 19A I CLG MATERIAL ® LANAI ,� TO BE VINYL (SEE BUILDER I ' I SUITE FOR FINAL COLOR OF MATERIAL.) 1 , wl 1 `� 10' CLG. �c9 1 1"10° o ' ' CEMENTITIOU CLG. II �\� i -- ISLAND---_ ' R 1 CVRD ( ) ° QT rn I 1 ► II OPT. � o �D - r� I DOORS - -- -- -- -- r- -J - ----------- ----------- ----------- i 12080 SGD. N H r I AHU ABV. � t -----ao ------ ----SOFFIT ® 8r6"-AF'F-------�-------- �I I BALC. �o ----., E - ---- - - -- -- --- _ - - _ �� �� _ �� �____---- ---------- wic wi i (10' CLG.) T j (10' CLG.) co k_�_ I STEP 1 N I _ 1 I c6 r.. \i� T I I OPT. COL. I � � co 0 I 1 I — ,_ I E. _ v, r'°° 1 �7 d r , 1 MAY BE I I r 9080 SGD. I �, , „ , 1 Iw i� i I I REQUIRED � I I � -____-- ATTIC ACCESS 9 1 8 Y Ir=. ca °D ! 1 1 cn l l I F i I 1 R & SH 1� �v 1 o io I w ® (1 CLG) cP FOYER I I t - U II + I I I i I I I 1 I I I 1 I I I (If ^ _ I I 10 CLG. I !� - ' 1to A �O (10' CLG.} o I I ++ 7 " I U) 2'-0"1 1 4'-O" 5'-0j" 13 -4 " 1' 10 " 3'-=6 " 7'-O" io 11'-4" 1 x '—O" 10'-01" r 112"112" I 29'-3 " I 7,-.41" 11'- 18 -0 2'-0" I O cD Jo 0 " COVERED I i°D `� » - - >, >- » 1 I " I L-------------- - - ----------- - - --J Q I I I (P VE S 1 10 4 -2 1 1 14 0 4 -4 1 -0 9 -4j 10 4 -10" I 11 10 '-9" 20'-8" 1 I I r-----� �t (9' SLOP D LG. - - - - - - - - - - - - - - - - - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - I - - I - - - - - - ! B - - j CE E T U GAJ I �T I `� r I „ ,_ 1, 1 , d o I IN 1 --i- _ I 1 ______ _ PROPOS D _______ __ REF. OHa 1'-9 2 4411' I I Arm �� i i� 2 STORY ' 'w' ------- -- I 1 ------------- -C4I I II ® ► 11 ��� r SUNKEN I ; SPA i UNDER II - 1 ;�, I � I I SIDE MOUNTED 1 CAB ►`� ++ A rn METAL R IG �_ ' ' STEP I I N 1 1 � xO _ I i FRAME 10g 0" ��a GREAT i COVERED �I -----� - II 11. �, FOR 12"x"? 10 I I C R'D m 10 o •- ul FROM SIHO ) j o BIB I I 1i> �, HB. = I z �0�, _ FINISH SR. ROOM lO 1®I --- .- 1 I E- I ��: �� o N COLUMN r2 YP) i 2 STORY CLG. I I AI 1 1 LINE F MU BLK I UP 20 (10 ) ( ) I w N 1 I 00 zm 00 O Q I I � �°� 2" iv I o LINE OF x FURR STRIP � o - ' ' �� WOOD TREADS I I°' (11' CLG.) I�wl I - -_- �q Uo o I _ ' i + w/ OPEN SIDED i� 101 r wF i I w vex T 0011 POURED FORMED & N\ a 480 I I I z TREADS ® ±7.5 1 1 m CONC._PAD &„ 1 "� B LT-SIDE 1 I LINE OF FLR.I ABV. I I Q x� 1 1 i I STEPS AS a _ -1 1 I I _ _ REQUIRED _ I = I I w dw r-- II i� rxv o _ I R & SH f ti.t ,tea (2 STORY CLG.) I i _ - ,- O� 0co REF. II I I I r7 r7 �T TT o �x I UNDER I I 1 0 LI V_-^t`.'V Cr _ a> o a� I STUD �O _ x 2 \ . °� c� (11' CLG.) T— o I CAB > I I - -- I . r7 o> \° c*�®�� -- ' (lU' CLG.) I (10' CLG.) `t' YY .I.C. I LIN. �OSSS 1 N 4'-1 " 3°_p» 12 $ " y..E� I Q I (10' CLG.) 11,_j -� �/ _ MEDIA - - I O w w BAT'_ r --- - (11' CLG.) I ISI 12SGD. I •=,� a a , ------ 2-8'—) w1 I RECESS SGD TPACKO o 9 " rrr .> , » ,> (11 CLG:) I 1 ISI PROPOSED r- vij i CVRD " I 0 14'-1 _ 2 -2 " _p 2 p 3 11 3 » 2'-3 ' h 51-0" 6'-10 S -O �� I POOL BALC. 1 2680 L I 1101 lo' aJ (10' CLG.) c:1 1 \ _ D PKI. j I NICHE NBELOW E OFI 1�1 rn ►� col I >, I I 1" I BUILT IN �� `"" ' POOL, ' STAIRCASE _ > -» I - » N 23'-1" 0 4 I (BY OT ERS) r1 4> I I I � 7 I di 0 I wI'- 4'-0 ISI -0 I i 4 O o �x D. N I BTH."`L' n U R �--- o z iol lSTAI p ., ca I co `r I a� 11' CLG. ,� �, �, rr 10' C �'�"" ( ) STOR. \ I o x I 1 � o'er 1, 1� , I -`�I RAISED HEARTH/SEAT � I I I II � - BASE CAB 1 KIS 1 BASE CAB r` 1 N ACK BUILT-IN I GAS BUILT-IN o 1 j j N V��. (BY OT R,' N BIB. (BY OT ERS) STEP o I L______ `� STEP N � 1 IIo II I �'6, DIRE TRANSOM IRAN OM ^ I I I II I l I I I 11 rn if 1 a, �° Y 1 . ,� HB. I rn -----��-- --ice- - ----- ----��-----��-----� WALL rn FOIXTURE I SOFFIT 8'-6" AFF. I I I I 1 ROLL-IN SHOWER C w w w 2 cn j W !� RINTOS E- , I Q�: ul FOUNDATION w 1 w .-- p d p slf 4 x ®104 wx0 w�fj ¢I� g=j �4p, m z co z rm )� CD m ® �. o A oQ w ,. ' 7'-3i, ` 2'-5 " ' 5'-6 " ,- " I » '- >. 1 » Z In= M �xla, 6 -10 2 6 2 6 2 6 2 6 , ` 14'-0" 4,'-0" 14'-1 4 -11 1 -11 81-01, 3'-9 5 -0" 6'-10 5 -0' i 1'- 4'-8 L2'-O" r 4'-0" 24'-6" 51'-2" 28'-6" 14'-0" 59'-2" 21'-4" - 2'-O" 123'-0" 'I !� AREA TABULATION HOUSE SQR. FT. 4825 S.F. LOT SQR. FT. 12,973 S.F. OF LOT COVERAGE 37 GARAGE APT. LVNG. 1143 S.F. T F L 0 0 P 4 CAR GARAGE 1189 S.F. C) ID 0 P Y R I G H T J 0 H N- L 0 N G 2 0 1 2 NOTES: CVRD. STREET BALC. #1 85 S.F. CVRD. STREET BALC. #2 69 S.F. 1) ALL EXTERIOR MALLS ARE CMU EXCEPT AS NOTED CVRD STAIRS AND ENTRY 138 S.F. 2) ALL INTERIOR MALLS ARE 2x4 EXCEPT AS NOTED TOTAL UNHEATED. 1481 S.F. 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=3 1/2' r-i • - • 2x6=5 1/2" 2x8=7 1/4', ETC... TOTAL GAR./APT. SQR. FT. — 2624 S.F. 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. CVRD ENTRY 55 S.F. 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM COURTYARD BALC. #3 45 S.F. DRAWN BY: (TOP OF) HOUS -SLAB/BLOCK. CVRD. REAR BALC. #4 417 S.F. STAFF 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH CVRD: REAR LANAI 786 S.F. THE DETAILS DONE BY OTHERS. MECHANICAL RM. 15 S.F. CHECKED BY: 7) ALL ANGLES Ait 45' UNLESS OTHERWISE NOTED. IST FIR. LUNG. 2642 S.F. 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES 2ND FLR. LVNG. 2726 S.F. SHALL HAVE A NON-SLIP FINISH TO MEET DATE: 10.1�J.14 ATTENTIONASID C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. TOTAL HEATED/COOLED 5368 S.F. 9) ALL WOOD IN CONTACT A1TH IIASONRY, CONCRETE OR EARTH SCALE: ALL WINDOW HD. HGTS. MEASURED SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION TOTAL UNHEATED 1318 S.F. 1/4"= 1 FROM MAIN FINISH FLOORS AS INDICATED AT ELEVATIONS, 10) (T)-- GLASS TO BE TEMPERED TOTAL MAIN HOUSE SQR. FT.-6686 S.F. JOB NUMBER: NOT FROM GARAGE FLOOR 11) (j)= EMERGENCY ESCAPE AND RESCUE OPENINGS 9310 OR GARAGE CURB TOTAL SQR. FT. 9310 S.F. co REVISED: DWG NO: L 0 0 11D_ L A N A5 14 OF e NOTE:ATTIC/VENTILATION ARE CALCULATIONS REA TABULATION (1) ROOF OVERHANG SHALL BE 3'-6" o0 "�` o0 Excerpt of the 2010 Florida BuildingCode HOUSE SQR. FT. X S.F.Residential R806 UNLESS NOTED OTHERWISE. r E I R806.1 Ventilation required ° u y °0 (2) ROOF PITCH SHALL BE 4/12 AND IS LOT SQR. FT. 12r 973 S.F. � � •` by 8 °' NOTED ON ROOF PLAN. ADJUST PLT. HGT. % OF LOT COVERAGE X P� Enclosed attics and enclosed rafter spa :es formed where ceilings are applied AS REQ'D TO ALIGN FASCIA a o o d �o TK directly to the underside of roof rafters shall have cross ventilation for each I°P .o 0d C bG separated space by ventilating openings rotected against the entrace of rain. (3} ROOF FRAMING TO BE CONV. FRAMED � GARAGE APT. LVNG. 1143 S.F.tant re mesh, thVentilatn o�enin s shall be provided -with corn-resisWOOD TRUSSES SET 0 O.C_ e 1/8 i 3. mm) minimum -to 1 4 inch (6.4 mm) maximum openings. (4) ROOF LUMBER TO BE #2 OR 4 CAR GARAGE 1189 S.F. BETTER. sy CVRD. STREET BALC. #1 85 S.F. z �� ��_.� �� R806.2 Minimum Area CVRD. STREET BALC. #2 69 S.F. (5) INDICATES DIRECTION OF °" ► ° -.6 r The total net free ventilating area shall not be less than 1 to 150 of the area of CVRD STAIRS AND ENTRY 138 S.F. °2 s o ° m the space ventilated except that the total area is ermitted to be reduced to ROOF SLOPE. t c E°w A V 20'-3 " o/ ALL WALL HGT. p P P 1 to 300, provided at least 50 percent and not more than 80Percent of the (6) > INDICATES INTERIOR TOTAL UNHEATED. 1481 S.F. o a a V r required ventilating area is provided by ventilators located in the upper portion CEILING VAULT. 8'-1j" PLT. HGT. of the space to be area at least feet 914 mm) above eave or cornice (7) ____Z: INDICATES FALSE WALL. TOTAL GAR./APT. SQR. FT. — 2624 S.F. aa4 g� z4o +1'-4 FLR. SYS. vents with the balance of the required ventilation provided by eave or cornice o p° E o° A Qb g (8) INDICATES 2nd FLOOR WALLS. A� ° d vents. As an alternative the net free cross-ventilation area may be reduced to V °°° o °V. " +10'_A" PLT. HGT. l to 300 when a vapor barrier having transmission rate not exceeding 1 perm CVRD ENTRY 55 S.F. o, ° q o 0 +8" TRUSS HEEL R806.3 Vent Clearance(57.4 mg/s m2 Pa) is installed In the warm side of the ceiling. COURTYARD BALC. #3 45 S.F. V. a o g d0 21 CVRD. REAR BALC. #4 417 S.F.Where eave of cornice vents are installed, insulation shall not block the free flow CVRD. REAR LANAI 786 S.F.MECHANICAL RM. 15 S.F. of air. A minimum of a 1-inch (25.4 m) space shall be provided between the insulation and the roof sheathing a the location of the vent. 20'-3 " o/ ALL WALL HGT. 7 Ventilation Required 2ND FLR. LUNG. 226 S.F. 8'-1j" PLT. HGT. TOTAL HEATED/COOLED 5368 S.F. +1'-44" FLR. SYS. TOTAL VENTED AREA 0.0 Total attic sq. ft. +10'-lh" PLT. HGT. 0.0 _ 300 = 0.0 TOTAL UNHEATED 1318 S.F. +8" TRUSS HEEL 0.0 x .5(50%) = 0.0 Square footage net free area req'd TOTAL MAIN HOUSE SQR. FT.-6686 S.F. Roof Vent Specifications (per manuf acturer) TOTAL SQR. FT. 9310 S.F. 4'-0" vent-provides 1.0 sq.ft. net free space Q CID � 22'-3g" o/ ALL WALT HGT. 6'-0" vent-provides 1.5 sq.ft. net free space O 8'-0" vent-provides 2.0 sq.ft. net free space WCO co U 10'-1j" PLT. HGT. Vents Required 22'-3R" o/ ALL WALL HGT. 22'-3g" o/ ALL WALL HGT. 22'-38". o/ ALL WALL HGT. W � p +V-4j" FLR. SYS. �O� 4'-0" vents 0 1 s ft. =0 10'-1 " PLT. HGT. 10'-1 " PLT. HGT. p� q 10'-1j" PLT. HGT. Q a +10'-1A" PLT. HGT. 0 6'-0„ vents 0 1.5 sq.ft=0 +1'-4j" FLR. SYS. +1'-4j" FLR. SYS. +1'-4 FLR. SYS. 1-� , 0 8'-0 vents 0 2 sq: ft.=0 ��� +8' TRUSS HEEL +10,-1j" PLT. HGT. +10'-11" PLT. HGT. +10'-1h" PLT. HGT. I�-� C� � Cl2 Cl2 0.0 Totad sq.ft. net free area provided +8" TRUSS HEEL +8" TRUSS HEEL +8" TRUSS HEEL (� a v V�p VENTILATION NOTE. 3'-6" ALL LIVING SPACES, COVERED AREAS, GARAGES AND PORCHES TO BE 3 TYP 0.H. _--, OPEN CELL FOAM INSULATION TYP 0.H. Z a ro 0 W .j tp A i \ter , ,•yb, , lA - to o Q r ~ ----- --- ' ------------------------------------------- ----------------_- --- 't C----------------- -=�7c, T I1 -1----------------------------- . ,, iii\`. =_ __P�. I I , , 1 1 1! . \1 // • I 111 ` � I ,r-� -- (5- 1 Ir -------- I I I I �'� 11 _-zr, --,11 " �J A H 2 1 OWNERS I II ' i i BTH#4 i`l :^. 1 ; -------------------------- (3: r----- I I `� i `� 1 , .-, \LOPE � ---------7111,I , I W.I.C. 10 CLG. 1 E EV a ( } 1 (i 0' CLG.) I I 1 1 I "a ^i i 'i�------ -- - 1 --------( / 1 r 1 I I I I I I , I I 1 % „ ---- - - --- OWNER F�ro_132r, ,/ I iI ?- ,zVLT. I 1 / W 1 \.. 1-------------------� I I I ,' `\ a =1-----------==-1 O (10' CLG.) i OWNERS 1 U ae - r 1-----1 SUITE o I SLOPE w I A = SLOPE 1I 1 1 I Ilrb I I I ll II I o I a C1, , 1 , RIDGE RIDGE --_.� ---_ ____ a a I o 10' CLG.) I 1 � � � I � ( ) i ; ii i i Q r—�—� A ' i _ ' I SUITE 4 �, „ ; ; w = I VLT. I SUIT 2 I I W.I.C I r� STOR. ACCESS \ Io CLG.) i # .. 11 1I p., � I 1 I � .1 1 1 1 ( ` ti4 COVERED ____{ 1 I I (10' CLG. 10 CLG. j / 1 I I I (10 CLG.) �' J'- -i ; (10' CLG.) r`. `���`. ii i i O I I VLT. I I I I X LOPE I (10 CLG.) i i I I / 1 I I I ----_ OWNERS --- RIDGE I RIDGE RIDGE ,, �;; i 1Ai i ��4 I ► I I ; '\ I I ----------- I �fA BALCONY 1 1 ; I `O I L___ 11 I I ------ -- - tMEWE -- ------------------� °�, r--JL SUITE 5 °9 I -------i '„ , 1 I 1 (10' CLG.) at = Y 1 - , ;------------- 1 -- OWNERS w o s , i ; (lo' CLG.) FOYER a 9 1 SLOPE _ _ \ t `. ( ) I I ------------------- ------------- if . \ o I I rn I 1 SLOPE I ' ' SLOPE '. I I a � 10' CLG. " .. -.. ? ------- ---------- (10 CLG.) `� SLOPE F, rr------------t ATTIC ' w CVRD r'; 11 ACCESS //// _ ' ---------- -------, o i l W ,� r--------------r �- / / SLOPE z L. ' 1 BALC. II ,, 1 _ 1 -�. , }_..___ ---------- ---- ' ;; WIC A '_ a; (�o' �.) ..I - 1 -- H ; ; 11(10' CLG_)tz , =�1 o (10' CLG.) 1� \ IIt 1 1 ' r----------------- ' ' TECH .,. i �. � COVERED I a o ry-� _ 1 I �_ of i co ' ! : ' -------------- ----- STUDY � I r___T--T__T-_T _T__T-_T__T__T-_T T-_ _T_ T 1 1 1 1 1 1 I I 1 I I I 1 I 1 ._ ' I 1 I 1 1 1 1 I I 1 I 1 I 1 I = ., 5�+.. 1 1 1 1 1 1 1 1 1 1 1 1 1 I � 1 x'�g�.;, 10 CLG. / ' � ^ (10' CLG.) - "� 2 STORY 1 , / GALLER 1 ��•. •... SLOPE /,� 1dIDGE RIDGE SLOPE ' I I - SUNKEN am� ' �10' CLG_) -=�� ; SLOP GREATV Li r-------------------- ' ' I 1 1 11 I 1 1 I I 1 1 1 1 I i � i i i i i i i i i i � � / / lA 1 ' ' ' Q ROOM CQ r� ' ty1� Vim} -- -- -- -- -- — -- -- -- i r-- ------------------- 1 1 I A i r-------------=-------- FALSE 'II 1 i y-' I I 1 1 I 1 1 1 I 1 1 -', ; 1 1 - I 1 I I 1 I I 1 I I 1 I ---y-----y--y--y---y--- " (2 STORY CLG.) i; ; f --r-_--__ 1 `C\ __ ' ---------------- ' I 1 1 I I ii1 1 _ \ ���` A. Y .- r-- --� 1 I 1 1 1--------------------- ' 1 I 1 I I 1 1 CQ SLOPE ; r__ _________________.__i I I I I 1----------------------- � �.� CLOSET 10' CLG. 1 1 I I I I 1 111 r-------'r•+--� �� ' I; I 1 1 1 1 1 1 ______________ \ 1 I L________--- I I 1 1 I 1 O ------------- __ 1 I I �*T U 1 I I iL71�L� I I 1 1 1 1 I — F i i I � ; � I I 1 I I t�__ 1 ,�,' 1 , Aq I1, w ----- -- J L 1 1 1 1 `lf 1 I I I \ ,, I I I W , , I I I 1 I 1 I - I 1 1 • 111 1t,-� I I � �; ,, I I � ' I --------- RIDGE .���; SLOPE ' SLOP W. C. o o SLOPE ; 1 1 1 f.0 1 CLG. '. C'a!1 l•p _ i i22'-3g"WwWw 11 1 I 1 1 ( } I 22 -3g" o/ ALL WALL HGT. I \--- -------------�� 10'-1 PLT. HGT. _�; 1 11 I / / ► ��4 ---- �__—� i COVERED +1 -4 FLR. SYS. 1 1 SLP F-'--I I I I [-� \ / I I if I \ � / 1� , , , n '-----' r------' i 1 i I t� i 1 I `\ // I I I II \ / I y'. ' ' 1 f 11 w 1 1 I \I (I I. - -------- I II , ------ ---- BALCONY t ' } I I 1 1 Ni 11 t l ,1 1 I -( I 1 L ------ 10' CLG. 1 I +8" TR" PLT. HGT. o .'.-L' � � I I I L,----� (� �� ) 1 ---- ------------------ ------ +8" TRUSS HEEL 1 1 I I r—��--- ----- j- I VLT. SUITE �. I C E r-1■ " . SLOPE 1 Li If 1" 1 FALSE WALL pop— -� ; I � I I (VLT' CLG.) � 22'-3 o ALL WALL HGT. LIVING i ►� �—' ■ Czj ; 10' CLG. �fA i I SLOP �~ j ` ---_y/ `\ 10,-1j"j„PLT. HGT. i (� ( ) l ; I I I - I I i i +1'-4 FLR. SYS. E_41 I I I I W I LOFT / SLOPE i i +10'-1h" PLT. HGT. 3 1 I I 1 CVRD ' 4 I VLT. I I VLT. 10 w 11 w EXERCISE w ' ' +8" TRUSS HEEL W I■ a+ , �1 , 1 I V-7 I I R !1, E� BALC. a 0 5 bb � o dos ;se •'$4 • N 0 0 0 7 ?� F 0 �O9y AS�r' P O f ��Jjr METAL FLAB METAL FLASHING13 ER FLOORING OVER FLOORINGCIE ARRY UNDER THRESHOLD ® ( bo o,�CARRY UNDER THRESHOLD2 X SOLE PLATE °" �'° o -.° e2 X SOLE PLATEOR) DOOR) �. a ^P o� � ,,HYDRO STOP TYPE PROVIDE BLOCKING HYDRO STOP TYPE z o ob ° 0 t '0WATERPROOF MEMBRANE WATERPROOF MEMBRANE • a s aRN FLOORING ® DOORS OVER FIBERGLASS MATT BTWN STUDS TURN FLOORING ® DOORS OVER FIBERGLASS MATT � o0 opt TO THRESHOLD ORUP TO THRESHOLD OR P OF SOLE PLT. TOP OF SOLE PLT. o 'u 00 ° ° A PROVIDE BLOCHIN ° °o o °o° a,° ALUM. EAVE DRIP r————————— ———— ALUM. EAVE DRIP �` ° B oo•°o Q o 0 BT" STUDS 2X2 P.T. EAVE TRIM 2X2 P.T. EAVE TRIM A� o g a o BLOCKING AS RE iX P.T. RIM BOARD BLOCKING A' RE iX P.T. RIM BOARD a Lb •«9 °~y (2) - 2X TOP PLATE 2x12'S gin (2) - 2X TOP PLATE xl2'S 16" O.C. 16" O.C. _v_ 1/3 DISTANCE CUT FOR EMBEDED 2x12 UT FOR 1/4" SLOPE 1/4" SLOPE BEAMS SIZED FLOOR JOIST UTILITY CHANNEL BY ENGINEER w/ STOPS UTILITY CHANNEL 2 X STUD WALL BOXED COL. SIZED 2 STUD WALL ��- VINYL SOFFIT BY ENGINEER VI SOFFIT H PER BUILDER PER BUILDER Q c TYP . BALCONY SECTION TYP . CANTILEVERE� D BALCONY SECTION STANDING SEAM (� METAL ROOF (COLOR 1--I H � t- c O �� �� �� TO BE SPECIFIED W � Co CD � Z SCALE: 3/4 = 1 -0 SCALE: /4 = 1 -0 BY OWNER) Q � � o 0 Q � � � ENGR. WOOD TRUSSES a x 0 r10 � ® 24" O.C. x ooz I PEEL & STICK ON 15/32" CDX Dq G%~ OPEN CELL FOAM ROOF DECKING ROOF SPRAYED �� 4 0 Z a INSULATION (R=20.4) METAL STRAPPING F--1 SEE rr�nCD ELEV EXTERIOR WALL SHEATHING AS SPECIFIED BY ENGINEER 2x4 BLOCKING & 2x4 RETURN Q KICK—OUT (WRB) WEATHER RESISTANT BARRIER TOP OF PLATE 2x4 BRACING IN CENTER 5x5 FLASHING W/ KICK—OUT OF TRUSSES ® Q.H. MTL ROOFING PT 2x2 TO SHED WATER AWAY PROM HOUSE PER SPEC. 2 (WRB) OVERLAPS THE 5x5 FLASHING LAVE DRIP W/ ALUM >. HGT. PER SPEC. ROOF SHEATHING I I 1/2" GYP. BD. 2x6 FASCIA BOARD w/ I UMINUM FLASHI G tSEE ENGINEERING FASCIA I (2) 2x6 TOP PLATE I UN—VENTED SOFFIT I HOLD BACK FASCIA AND DRIP EDGE 2• UTILITY FROM FACE OF WALL 1/2- GYP. BOARD CHANNEL METAL DRIP EDGE / OUTSIDE FACE OF EXTERIOR WALL 2" HARD COAT FOAM FRIEZE CONTINUOUS 0 EXTERIOR FINISH N PER PLAN FASCIA 0 Z 2» o Ie � i O x Q OUTSIDE FACE OF "' 7 EXTERIOR WALL W J µ W W 2x6 STUDS 16" O.C. W V) 7/8" CEMENTITIOUS VENEER ON FELT KICK-OUT FLASHING - SCALE: NTS BACKED LATHE OVER 1/2" ZIP BOARD (SEE ENG. FOR NAILING PATTERN) I S.Y.P. 2x6 SOLE PLT m WINDOW INSTALLATION (METHOD A- 1 ) WIND OWIlISTALLATION (METHOD B- 1 ) I 3/4" T & G PLWD i WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER REEITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. SUB—FLOOR \' I} R-19 CELLULOSE INSULATION FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLASHING APPLIED BEHIND THE MOUN IING FLANGE. NAILED & GLUED 11 1" STEPS f� SECTION A � OW WATER SHEDDING FASHION. STEPS THROUGH WINDOW JAMB STARTING AT Ti IE BASE OF SECTION W WATER SHEDDING FASHION, THE WALL&WORKING TOWARDS l THROUGH WINDOW JAMB ---'— THE WAG AT THE BASE of O THE FACCEE Of THE w� ?- - , = FROM FACE OF CMU BLOCK THE WALL:v THEBWORKING TOWINSTALL ARDS NOTE: SETBACK FRAMING 1/2" THE TOP,INSTALL THE WRB SEALANT BEAD SHEATHING SO WALL SHEATHING LINES TO THE FACE OF THE BEHIND MOUNTING G oAPPLY SILL FLASHING 91FA,HWG FLANGE. - _ - - _ UP WITH BLOCK BELOW ®APPLY SILL FLASHING d APPLY JAMB PUSHING - -. _ APPLY BEAD OF SEALANT a a AT BACK WINDOW - ®AROUND THE PERIMETER OF 17 FLANGE D SET WS TO us»Lc SEAL E OPENING. AAPPPLLY DOW NOLL SURBCE)SIDE FWINNDDOW d A' 16" ENGR. FLOOR PAN HEAD SCREWS 70 FACILITATE WSPEC110N. DIA TO THE BACKSIDE (INTERIOR)OF THE WINDOW MOUNTING FLANGE !� ®APPLY BEAD OF SEALANT AT FLANGE,W LINE WITH ANY IMMEDIATELY INSTALL WINDOW 9 _I TRUSSES C7 24" Q.C. SIDE JAMBS.EXTEND 8)r PRE-PUNCHED HOLES OR SLOTS FLASHING USING PAN HEAD SCREWS TO NRB APPLY JAMB FLASHING T BEAD BETWEEN FACtt1TAlE INSPECTION. FLASHING ®JAMB FLASHING FLASHING AND MOUNTING ®APPLY BEAD OF SEALANT SSEALANTGBFAD BETWEEN AFTER INSTALLATION WEEP SCREED TO CONNECT APPLY BEAD OF SEALANT FLANGE ACROSS THE FACE OF APPLY CONT.SEAL TO 7FIE MOUNTING SEAL ALL CORNERS OF AT HEAD MOUNTING FLANGE AT HEAD FLASHING. FLANGES A7 1HE TOP(HEAD)AND �/;-`� MECHANICALLY JOINED NOSING ; I' ' (2)APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND ® APPLY HEAD FLASHING yIAPPLY A�j'NOM.DIA FRAMES TO SEAL FRAME ISH OVER WOOD r SEALANT AT JAMBS 8 XO ABOVE BEAD of SEALANT TO THE "'"''T'"G'L'�' - •I TO 5/8" FINISH OVER BLOCK ®REMOVE PREVIOUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB ,�pp�RpyL BACKSIDE(INTERIOR)OF THE TAPE.ALLONG WIB TO UY FLASHING INTO SEALANT AND uTAPE,ALLOYAN�WRB TOPUUY MOUNTING FLANGE AROUND FLIT OVER HEAD FLASELLC. FASTEN W PUCE (FLASHING THE ENTIRE PERIMETER 1:° PT. 2x8 PLATE W/ FIAT OVER HEAD FLASHING. PLA'S BEAD W LINE WITH - 3/4" PL 00 APPLY DIAGONAL SL CUT TAPE GOES OVER SEALAN>7. APPLY NEW SHEATHING TAPE ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS SUBFLO '1 :. TIE—DOWN PER ENGINEERING OVER pACONAL CUT-SEE OVER DIAGONAL CUT-SEE OR SLOTS 1'BEYOND JAMB FLASHING. 'I DUGRAM. SECURE WRB DIAGRAM. -� �; AT HEAD d W 10" WOOD TREADS HORIZ. BOND BEAM m HEAD SLS THE JAM BEAM W/ (2) #4 CONT. I FLASHING AT HEAD SECURE WRB AND RISERS EXTENDS S BEYOND O HEAD HEAD. FASHMG GOES OVER - JAMB FLASHING. {� $ MOUNTING FLANGE. EMBED O® BOTTOM OF HEAD FLASHING HEAD FLASHING ® " AGAINST SEALANT(FLASHINGEMBED BOTTOM BOTTOM OF THE GOES OVER SEALANT)- U HEAD FEASTING AGAINST EXTEND HEAD FLASHING BEAM xi THE PREVIOUSLY APPLIED BEYOND EACH JAMB FLASHING. SEA T SEALANT(FLASHING GOES FASTEN W PUCE OVER SEALANT). EXTEND STRINGER + WAD FLASHING -7.50" PT. 2x2 VERT. JAMB BATTEN ® 16" O.C. 5/8" CEMENTITIOUS FINISHL� =-_ NG. iASTF 4 W PUCE .' / I- ,,.,.., .� A ±7.50" g' I. , ®JAMB FLASHING v '' Q JAMB FLASHING ExmA JAM FLASHING A A INTERIOR VIEW --.„ " EXTEND JAMB FLASHING A FLASHING.OVERLAP SILL TOP LEFT CORNER OF WINDOW ?X4 PT. z FOIL INSULATION I: 8" CMU. BLOCK WALL To OVERLAP SILL INTERIOR VIEW '"AM'B FLASHING 8 x• o ON FURRING`,STRIPS FLASHING. EXTEND TOP LEFT CORNER OF WND3 1 (PEKING AT HE ROUGH 9• VARIES FLASHING 8 Jr OPENING AT HEAD. SEALANT I-- JAMB ABOVE ROUGH - CORNERTAPE S OTOT AT Q •: �H Y OPENING T� HEAD 9" SEALANT TEMPORARILY HOLD ® I j JAMB FLASHING FUSING IS APE ->. - FLASHING –I y r UNTIL WRB 6 APPLIED. °�B�T FIRST FLOOR TO SECOND FLOOR ''I HEAD.SEE DIAGRAM. FLA%MQ KI AND ADJUST W ONDIT TO ACHIEVE SQUARE. LTJ F'LUO AND LEVEL RER FASTENER USE GDTTROSIDN STAIR DETAIL W (�7'SLIM AFA ADJUST WWG4W 7D ACHIEVE SQUARE. ® RESISTANT FASTENERS FASTEN WINDOWS PER (�) ® PLUMB.AND LEVEL CCRANKIN. USE CORROSION G) wuroar MANUFACTURER FASTEFETL SPECIFlCATIONS `/l £ If RESISTANT FASTENERS FASTEN WINDOWS PER - o O WINDOW MANUFACTURER SPECIFICATIONS. �• � - `' ' �•"c OWEATHER RESISTANT , r •;�> I OWEATHER RESISTANT BARRIER (WRBB cAREFuuY CUT THE 1/2' GYP. BD. BARRIER (WRBIAT A DEGREE AT A 45 DEGHHEE ANGLE.CAREFULLY CUT THE BARRIER ON A DIACONAL GENTLY RAISE THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR TDP CORNERS AND CENTER 70 THE EXTERIOR WRB SURFACE ABOVE. VERT. DOWELS •i" �¢~' WRB SURFACE ABOVENOTE- NO SEE STRUCTURAL W �� NOTE: NOTE: NO W.R.B.RE-MED o GM.U.EXTERIOR ENGINEERING NO W.R.B.REQUIRED O C.M.V. EXTERIOR - RAILING TO RESIST 200 LBS. .'I; � LAP REBAR MIN , PER SQ. FT. MIN. ° I 25 BAR DIA. HANDRAIL 1 1/2" TO 2" DIAMETER 4" CONC. SLAB W/ I fI VERT. DOWEL SEE STRUCTURAL WRAP WRB O INTO OPNG. O �� NEWEL POST, _ ENGINEERING WEATHER RESISTANT BARRIER SAFETY TERMINAL, OVERLAPS THE 5x5 FLASHING VOLUTE, OR TURNOUT a Y . Y. i WRB FINISHED SLAB \ - 5'iyB ( CUT AND FOLD 5x5 FLASHING � 3 � TO FORM KICK—OUT AS TO SHED WATER AWAY FROM HOUSE 1313 l � 0 SEE - i !+ - �; ELEV - - r ' i �� � �!��_.��� ♦�♦ 6" STRUCTURAL I MRL. ROOFING ♦ FOUNDATION WRB WRe PER SPEC: �` `♦ 5x5 FLASHING (SEE STRUCTURAL TEMPORARILY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLD w� KICK—OUT ENGINEERING) • REMOVE BOTTOM MODIFIED •J` PER MFG. INSTRUCTIONS. >. HGT—PER SPEC. 1 T SHED WATER WRB FLAP CUT IN WRB INSTALL DOOR, SHIM DOOR TO LEVEL 700 { PLUMB AND SQUARE DOOR TO OPNG. ' PILINGS METAL DRIP EDGE ` op ♦ 4„ MAX GAP I (SEE STRUCTURAL FASCIA r 6" MAX GAP ENGINEERING) DRAWN BWHO mm Y: STAFF r , II / CHECKED BY: 1313 1313 ®® ,2" II EXTERIOR FINISH PER PLAN 1313 ®� /;GABLE END TRUSS 1 0.1 5.1 4 ' II Pal TYPICAL BALL SECTION SCALE: 14"=1 , APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10• UNFOLD TOP FLAP AND COVER DIAGONAL 1'-4" RAILING DETAIL OF DOOR TO DOOR FRAME TO WRB BEYOND DOOR ROUGH OPNG. CUT IN WRB WITH SHEATHING TAPE — EXTENDING 8\7 ABOVE DOOR ROUGH SCALE: 3/4" 1'—O" JOB NUMBER: SCALE: N.T.S. 9 310 OPNG. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH AND FLAT WITH A J—ROLLER REVISED: EXTERIOR DOOR FLASHING SCALE: NTS GABLE HIP RETURN FLASHING SCALE: NTS DWG NO: F L A S H t N G I N -At 1 14 OF 0 5 4- OR FIXTURE SCHEDULE ELECTRICAL LEGEND eEXTERI �� °�8 ��0 ��n 00 hoz � �6 z '$a T THERMOSTAT w$o air FIXTURE FIXTURE FIXTURE BULB MOUNTING 110V DUPLEX RCPT.. O PUSH BUTTON Q SYMBOL TYPE MODEL TYPE TYPE & HEIGHT eo NUMBER INDIG. HGT. A.F.F. CSC CHIMES � �� a�� � a LED LED AMBER, 610NM, 3.9 RECESS IN WALL; 6" TO 12" 15 �38 O SPEAKER o a a >p ons b 0 LED STEP WATT,WATT, 68 LUMENS ABOVE FINISHED FLOOR (p 110v 1 SIDE SWITCHED z �'° c rl ® IRRIGATION _ �\ 1 /i POOL HAYWARD COLOR SPLASH 3G LED UNDER WATER/ INTERCOM PANEL p EIS A0 LIGHT COLORLOGIC 4.0 POOL ORANGE 42 WATTS T 1 ' WEATHERPROOF OUTLET 0 VOLUME CONTROL d EIS 0 °-.4. ► SP0527SLED30 SIDE WALL MOUNTED i SPA HAYWARD COLOR SPLASH 3G LED UNDER WATER/ IIq 110 FLOOR OUTLET a �� A 43 o �� 0 LIGHT COLORLOGIC 4.0 SPA T 1 110v OUTLET ON GROUND Q �p� a qs o 0 TWO WAY SWITCH ORANGE 42 WATTS SIDE WALL MOUN ED cFl FAULT CIRCUIT SP0535SLED30 3W LED AMBER HO TURTLE WALL EXTERIOR MOUNT WALL PROGRESS LIGHTING (� 220v OUTLET �3 THREE WAY SWITCH o �b o 0 5 0 SCONCE P5712-30 LIGHT; WILDLIFE CERTIFICATION DOWNWARD ONLY, 12� MAX. 12 A #2010-026 ABOVE FINISHED FLOOR Q 0:54,89 a o CEILING MOUNT 11'-4" ABOVE q c°o GARAGE DOOR OPENER �4 FOUR WAY SWITCH GROUND ON FIRST FLOOR RECESS B406P—WH w/ SEA TURTLE SAFE PAR 20 AMBER ALONG WTTH 8' & 19'-7" 12 DEDICATED OUTLET BLACK LED; WILDLIFE CERTIFICATION ° SWITCH w DIMMER CAN LIGHT BAFFLE TRIM #2011-002 ABV. GROUND AT GARAGE DRS. JUNCTION BOX I° / LIGHT TRIM PROJECTION TOWARDS HOUSE ONLY ® EXHAUST FAN � SWITCH IN DOOR JAMB � EXHAUST FANLIGHT CEILING MT'D LIGHT OP CEILING FAN PRE—WIRE H FLOOD LIGHT WALL MT'D LIGHT RECESSED LIGHT CEILING FAN Q O RECESSED EYEBALL �—' CQ � RCD ECESSED MOISTURE CEILING FAN/LIGHT W � co r'0 Z PROOF LIGHT Q 1 a I I O 0 D WALL SCONCE TRACK LIGHTx 60 0 TELEPHONE OUTLET04 1 1 ®O � PANEL U) -<4 vb TELEPHONE MODEM LINE a O O Z TELEPHONE FLOOR OUTLET 2' x 4' FLUOR. FIXTURE W W m M CABLE TV OUTLET �J 1.4 ® SMOKE / CARBON DETECTOR O-'-LL ALARM KEYPAD >______________[ 10" x 4 FLUOR. FIXTURE CI4 SECURITY CAMERA TUBE LIGHT w �+ 0 w Q NOTE BE 1) ALL OUTLETS IN BEDROOM TOA.F.I.". v 2) ALL EXTERIOR OUTLETS TO BE "G.F.I.". 3) ALL EIZCTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 80 OF NEPA 70A o ; --------------� J All electrical wiring to be in ' accordance with'08 NEC. i Provide arc-fault circuit 000 interrupters in all bedrooms p r article 10-12. 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I `-------�_—_,_ --_V 11 ' I ----;,_ CLOSET ' ' I 11 ' , n f ' I I I I L 2 CAR ------------------------__-- ______ - -- -- ' -- -- t I ---------------� '' ' ' --' - i____-______________-_____- / 1 i I I 1 1 I b NN I 1 ,' ' �1I- r, GARAGE #1 --- L r� I a 1 II I r—'-` , I r-- (8 CLG_) ' -------------------- �-y-� 1 � 1 1 ` HB. 8x7 OHD I ; , -------------- ---- ' , �' J ----- WATER 1 � 1 11 1 1 ``�♦ I i \ t" t ; I I I - I I II ' `♦ , , , /i\, „ I I 1 11 1 1 ♦♦ ! `.: ` r------------------- SOFTENER SYSTE � I I I �___------ " l "L.I .�, ,', , ' 1 t 1 ,i i, .� . , ' L--- CQ ---------------------------J f t u__- \ ;I {, /: ♦ I ' �~ 1 1 II _ L --_ C O P Y R I 1 H T J 0 H N L 0 N ��= 0 1 , I I 11 ----------------------- r __________� ! , I Y I 1 __ • ______________________ ' ,;I p ``� I I 1, i---- -1 , _ _____ .� '•- ----'�----�-----r,c-��----------------------------------------------- -�' N ------ ------------------------------- -- '----------------------- --- -------------------- + I 1 I I •� , ,. 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DRAWN BY: STAFF CHECKED BY: DATE: 10.15.14 s 1/4„ JOB NUMBER: 9310 REVISED: MAY.22.14 DWG NO: ID L A N G A A G C CAL 1 { ! : I Al2 OF 14 1 ,'' f e I EXTERIOR FIXTURE SCHEDULE ELECTRICAL LEGEND �r °y • we axo w. © THERMOSTAT FIXTURE FIXTURE FIX'T'URE BULB MOUNTING ® 110V DUPLEX RCPT.. O PUSH BUTTON SYMBOL TYPE MODEL TYPE TYPE & HEIGHT QTY tl NUMBER INDIG. HGT. A.F.F. C= CHIMES ; LED LED AMBER, 61 ONM, 3.9 RECESS IN WALL; 6" TO 12" 15 R38 O SPEAKER o o[ AA b LED STEP WL-LED100 WATT, 68 LUMENS ABOVE FINISHED FLOOR 11O 1 SIDE SWITCHED ® IRRIGATION \ I � HAYWARD UNDER WATER ►�° "'� ' \ i POOL COLORLOGIC 4.0 POOL COLOR SPLASH 3G LED 1 WEATHER PROOF OUTLET INTERCOM PANEL ° ° o O VOLUME CONTROL �P LIGHT SP0527SLED30 ORANGE 42 WATTS SIDE WALL MOUNTED �,� o; a o t a� &o . eco oaog VA 110 FLOOR OUTLET SPA COLORLOG CA4 0 SPA COLOR SPLASH 3G TEED UNDER WATER/ 1 �° 9 � LIGHT SP0535C 4.0 S ORANGE 42 WATTS SIDE WALL MOUNTED 110v OUTLET ON GROUND TWO WAY SWITCH a 4s o a WALL PROGRESS LIGHTING 3W LED AMBER HO TURTLE WAIL EXTERIOR MOUNT �GFl 220vFAULT0UITLETIT SCONCE P5712-30 LIGHT; WILDLIFE CERTIFICATION DOWNWARD ONLY, 12 MAX. 123 THREE WAY SWITCH a o Ao« o�y #2010-026 ABOVE FINISHED FLOOR CEILING MOUNT 11'-4" ABOVE GARAGE DOOR OPENER B406P-WH w/ SEA TURTLE SAFE PAR 20 AMBER GROUND ON FIRST FLOOR �GDO �4 FOUR WAY SWITCH RECESS ALONG WITH 8 & 19'-7" 12 r DEDICATED OUTLET CAN LIGHT BLACK LED; WILDLIFE CERTIFICATION ABV. GROUND AT GARAGE DRS. t BAFFLE TRIM #2011-002 Io SWITCH w/ DIMMER LIGHT TRIM PROJECTION O JUNCTION BOX TOWARDS HOUSE ONLY EXHAUST FAN ij SWITCH IN DOOR JAMB EXHAUST FANLIGHT � CEILING MT'D LIGHT OP CEILING FAN PRE-WIRE I�—I FLOOD LIGHT WALL MT'D LIGHT RECESSED LIGHT CEILING FAN Q cam.. RECESSED EYEBALL N 0 Cr) QO L tom• 0 RECESSED MOISTURE CEILING FAN/LIGHT W � co rn PROOF LIGHT Q a I I O sD WALL SCONCE TRACK LIGHT 0 Q co co `—' P-4 x C\2 C\2 ' V TELEPHONE OUTLET PANEL � p4I I V6 TELEPHONE MODEM LINE ,tea a -.,:t- ­t GOz, r----'------ ` TELEPHONE FLOOR OUTLET 10" x 4' FLUOR- FIXTURE a O O Z ® �_______=====x }]„ CABLE TV OUTLET TUBE LIGHT �. i SMOKE / CARBON DETECTOR a 0— ALARM KEYPAD ® LED EXTERIOR STEP LIGHT ` ►—I L� SECURITY CAMERA W " O W Q . NOTE o 1) ALL OUTLETS IN BEDROOM TO BE A.F.I.". 2) ALL EXTERIOR OUTLETS TO BE "G.F.I.". 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 80 A C_QQMP. OF NFPA 70A All electrical wiring to be in *� O accordance with'08 NEC. ADD OUTLET ' BEHIND VANITY coCOVERED Provide arc-fault circuit cFIDRAWER Sptce'�1, r------Ir----�r----� interrupters in all bedrooms 1 AFF. �► �� A/C SERVICE COURT per article 210-12. 000 ---- TTM=MUr , '°iiiI --eoo_COMP_ C COMP. i; -------------------- --- ---------- " dab \\ i' ©� I O.H.C. ----�� i 1 O.H.C. BIB I i .AFF. PANTRY CAB PANTRY CAB PANTRY CAB , t'FI I I \xi !Q -- II PIZZA HD I BASE ' I I I \ p 1ICRO I i- BASE O OVEN\ ----�"—t I _ _ ---- - REF- \ O Sconce i VLV I , _ 12;'' GRILL I I I t '' SUITE 4 `` ' \\ I I STRIP I I �� ------ --- GAS I POOL Q IP. , I 1 ( > I I , ' SMR KIT'CH t I 10' cLG. {� ;; ©'\ I I '\ KITCHEN _,' ' BIB. I I i I i STOR. %', i I I - \ (11' CLG.) Q iTI- I , I i - ------ VENT ; © F DBL. SINK,; 1 % /C HOOD I I I I 1 1 , 1 \ I ► > � ' ,,� .� DINING '`` I 1 - r I I v COOKTOP R HOOD ; `\ \` I I t OPT. MEDIA - __ - I ; `� I ' --- ---�___ - ----- 10' CLG.) 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I I i 1 1 0 0 - ------- _----- FNO HT AN NLY COVERED .Y- ELOV DESK , " ' 1 I1``'; y'-- --- © I I \;, 1_,\ ;,I;, C 0 P Y R I G H T'` J O H N L O N G 2 0 1 2 �1 I K S I I , W/D _ VTLS GAS. �i ICIALC. once Scondd / F/P GAS 2" AFF. 12" AFF \\I STA K BIB. STEP ip I L------ \ ---- I I i ni i I I u I i III i I i nnnnnnl i nII I I %% ' n n I I i n I i i nI i i i I I wi- I n i I n i 6" STEP f. LEp LED lED LID t' LED LED LED LED I 11 II I I I I II II I F IRECT I I I WENT L----JL-----�I-- -- ------J `I _j _j JL----J' - r / _ _ ''_-------- --- ------ ids 6"I 6"I 6"I 6„I 6"I 6„I 6„I 6"1 y.. AFF AFF AFF AFF _ ___ AFF AFF AFF AFF rj DRAWN BY. STAFF I N H' 0 S CHECKED BY: ET DATE: 10.15.14 SCALE: 1/4„-1'—O„ JOB NUMBER: 931 REVISED: MAY.22.14 DWG NO: A13 14 OF SL O 'a v O tl V °tl v ° °q0 p•C V 00 ELECTRICAL LEGENDEXTERIOR FIXTURE SCHEDULE b ora bA� p7 © THERMOSTAT wyo Qq��; ° A FIXTURE FIXTURE FIXTURE tl O Qd o BULB MOUNTING QD I10V DUPLEX RCPT". O PUSH BUTTON o� ° ° o TYPE TYPE & HEIGHT QTY } SYMBOL TYPE MODEL D CHIMES :24., Q� NUMBER INDIG. HGT. A.F.F. g LED LED AMBER, 61 ONM, 3.9 RECESS IN WALL; 6" TO 12" 15 II 3$ O SPEAKER o o tl A? o b o LED WL-LED100 z STEP WATT, 68 LUMENS ABOVE FINISHED FLOOR 110v 1 SIDE SWITCHED ® IRRIGATION POOL HAYWARD COLOR SPLASH 3G LED UNDER WATER )] INTERCOM PANEL 4� COLORLOGIC 4.0 POOL 1 WEATHER PROOF OUTLET ° LIGHT ORANGE 42 WATTS SIDE WALL MOUN ED fl wP SP0527SLED30 O VOLUME CONTROL �� °orb w�o� ► / HAYWARD SH 3G LED UNDER WATER ® 110 FLOOR OUTLET 00 a e a a \ / SPA COLOR SPLA / 1 LIGHT COLORLOGIC 4.0 SPA ORANGE 42 WATTS SIDE WALL MOUNTED 110v OUTLET ON GROUND TWO WAY SWITCH b o SP0535SLED30 cFl FAULT CIRCUIT °Soo °° s ° 3W LED AMBER HO TURTLE WALL EXTERIOR MOUNT °° ° �� °b° WALL PROGRESS LIGHTING LIGHT; WILDLIFE CERTIFICATION DOWNWARD ONLY, 12" MAX. 12 220v OUTLETS THREE WAY SWITCH o �b 0 9 0 0y SCONCE P5712-30 05 #2010-026 ABOVE FINISHED FLOOR CEILING MOUNT 11'-4" ABOVE GARAGE DOOR OPENER GROUND ON FIRST FLOOR ®q coo a FOUR WAY SWITCH B406P-WH w II DEDICATED OUTLET RECESS SEA TURTLE SAFE PAR 20 AMBER ALONG WITH I & 19'OO 12 II CAN LIGHT BLACK LED; WILDLIFE CERTIFICATION ABV. GROUND AT GARAGE DRS. BAFFLE TRIM #2011-0020 SWITCH w/ DIMMER LIGHT TRIM PROJECTION I O JUNCTION BOX TOWARDS HOUSE ONLY EXHAUST FAN {� SWITCH IN DOOR JAMB EXHAUST FANLIGHT CEILING MT'D LIGHT GP CEILING FAN PRE-WIRE H t FLOOD LIGHT WALL MT'D LIGHT �I RECESSED LIGHT CEILING FAN Q � O r� W O Z- cfl U RECESSED EYEBALL I—'—I E-' C\2O CEILING FAN/LIGHT W cr) coZ RECESSED MOISTURE PROOF LIGHT Q '� O I� sD WALL SCONCE TRACK LIGHT Q0 CD TELEPHONE OUTLET PANEL I :D TELEPHONE MODEM LINE R, TE Z ® TELEPHONE FLOOR OUTLET z=====_______� '-' 2 x 4' FLUOR. FIXTURE ................ CABLE TV OUTLET ® SMOKE / CARBON DETECTOR 0 .., ALARM KEYPAD 10 x 4 FLUOR. FIXTURE �— C14 SECURITY CAMERA TUBE LIGHT W U W Q NOTE . 1) ALL OUTLETS IN BEDROOM TO NOTE : BE A.F.E 2} ALL EXTERIOR OUTLETS TO SEE OWNER/BUILDER FOR FINAL ALL "ECT I.". --------------, LIGHTING VANITIES. DESIGN AT BOTH 3) ALL ELECTRIC 0 WIRING TO BE N - IN ACCORDANCE WITH ARTICLE 80 i I 1 /� 1 I i OF NFPA All electrical wiring to be in accordance with'08 NEC. ADD OUTLET r INSIDE VANITY1W � , 1 11 DRAWER Provide arc-fault circuit ,e r----� r---_ , r-- , r-----I r----, interrupters in all bedrooms ________1 I t I I I I SHOWER I I I I per article 210-12. € x I I I I I SEAT I I 1 I _. t : ri ----------------------------------------------------------2i rt-------------- -------- ———— ———— —— — ———— ———— —————————-- ---------- - € k WN F======� --- /�// \�J� ---------------- , MIR. .. i_�9@E3=•======F�! G , L�_ ------------------------------------L ---- ,1 r---------------- / 1 _ C 1 HD. 2X6j(WALL HD. __ VLV. VLV. r ------- T�------- '--------- -t Sconce ,. ., ; -------1—_�--------� ---- /" BUILT-IN _ \ _-'--_- ; 1 1 / r°- 2ND , \ / I - 1 , 12 AF I 1 11 I "t" (BY OTHERS) I '� .. j! I /� ( r———�r———I r— --j \It I ,; we�w 1 G I POWER SUPPLY JUNCTION ' --- - _ ATH r -- -- .--_= - G I /TUB O I IN FLOOR FOR FUTURE \ U ; V 1 11 I I II Ir I w JETS -_ I TELEVISION CONSOLE 1 ``• -------- I r----------( I (10' CLG.) ' \ / I I ' I _ I L—====__-_-_______= I B ' SUITE 2 ' S ' \\ ► ' I L--Jt--{ -�I - -- ' - ;;--- � -- I I� 1 1 I ' 1 ISLAND (10' CLG.) I I I I ; L ADD OUTLET SHOWER ANITY I; I I �! I un, I1 1rJ L------------------------------'--------- ——— — — — /^ % i � L � BEHIN V ADD OUTLET !{ 6 ' 1 it CSAIBD ,' \\ ' ' ` r -Ir - $r-1 cF �; ``, j c RA: VAN TY i © i I n , n 11 j I Z I U0 I I I I__� `1 1� GFI i i G I �! OWNERS _— ' H �o i :D -- ' BATH ------ _T - 1 'AF ' ---- --- I I (10' CLG.} i I COVERED ' �,,D I - I I -------- I I ; BALCONY ' I I W.I.C. CC m I S SFOR. ; I I oo_ _-_ 1 (10' CLG.) �, 11 1 I 10' CLG- �. , 1 I I ' I , It I1 EB ---____-- ; - —_ OWNERS I I 1 1 11 I I I I I I ( ) MIR. BARN STYLE ; ; 1 , ` R IP l�' ) 11 i EB ` \�J L__JL_J t Y ' - 1 I \ ���:\:� ������ .\ ® ROLL DOO �STR SUITE I ------- AB 1 �-. �------' I /�-— --�\, f" 1 �°-, `��`\ I OHC � � � _ � � ; CLG.) I 1 i I•-r--Lam..__ �, �-------------- „ I 1 1 I I I II 1 1 I I 1 , .,; ' �' i1 /' ; '�\\ I , , �✓® I DESK OWNERS ;� ; ► ; % .y ' -, 4- \; , �---� , - I FOYER I 1 1 II ,, ---- ` ' ' ; n .� o; - �P\ ® \ \, n,O�O`` (10' CLG.) BEES -1-IR ' L------- \� 12 I I JPH ; 11 r ,1 . / / % •c I 0 P Y I G H T J 0 H 1 -----:��--------- , , i f s ---------------� r— I\ /I 11 ,/ 1 - I , r [.-------- - — �• — ` 1 rT�12" O 11 � , I1 ,, _ ' I I ;' `. n R N L 0 N G 2 0 1 JJ' T f , 11 I I I ----------- p/� f ` —7�— (1 A!' \CLQ.) .) r� 1 -__ 1 INSI!PE CAB PRINTER i 'P,{,,,,•„, L V 1 ' 1 � liV i P.it i- 1 , 11 -------------- I 1 - , 2ND � • ` , I 1 ' n ' I '1-----------'1 I I I ' R .-cs 1 - ` II r--+-------------- 1 ; 1 >r� 1 2 S T 0 RY `\ ' ' ►4 I 1 AHU 1 �1 1 __ I T T f � ' ' I 11 1 T__T__T__T__T__T__T__T__T__T__T__T__ T4 GREAT ' I 1 I 1 1 1 I 1 I I 1 I I I I ( / INSIDE ` ' ' _ -------- ----_ 1 �� - i ROOM `` i I ---------------------------------------- I 1 TO SWITCHBANK � / , 1, 1 I I'_-L— � 1 ;; ; 1 I , I I 1 I I I 1 I I I I 1 1 ' �'E C H `• ' - J -- I / / ,/:' _+ STORY CLG.) (�J -- W �.\ ` ' :.. AT BASE OF (2 G. "'rrr - ; , -------------------- 1 / / I I STUD STAIRCASE TUDY -- • i� ---------------------- ----------------------- 1-0 CLG. ' _ , ---------- ----- � \J I I 1 I I I I 1 I I I I 1 I I I DESK ' ---------------------- ----------------------- I r-L------------J ; `---- -- -- --- y-- -- y-- -- -y- I ; `' ' I I , � I -'1 ' 1 I 1 ' I I I I1 ; ��_� --�. , i � 1 I I I 1 1 I I '``` I I I I I 1 ABVV. a DED- DED. ---------------------- ------------------ p OHC afir( I 1 i i i i `\ \ i `` ' I I I 1 I 1 F 1 , L---------__J 1 F----------------•. k ;---- ---- ii ;r 1 �� 5 ;;; _ © c ; COVERED ; , c It I 11 1 1 -5----------�_ INS DE 1 ------- €l I Ilu 1 1 1 11 11 !! ' �'}-1 1 ' J ' 1 L______ J I 1 Iltl, I I I 1 `l / 1 1 I , �- ; BALCONY , ------ - J L I 1 I 11 , , _,. ..`. ; ,` ;' 1 I I orwl GFt Z---------f--------' I' 11 i OHC - (10' CLG.) ! 1 1 I I I I Iln h, 111 III 1(-7li I Lam•--�`, • ' ; ' i ; _ JI II♦ . . 11 1 / 1, I BASE -'�``. _ _Y'- nmmm. 1 u„ll, 111 11 umww` -- -*,-------� 1 aIf WII Y 1 -- ---------------------------- ` II h ; 1 1 ® SCOI1Ce i' LB I l F� �b li FLR , , (I LG , —�_J _- i �- i i I t - 1 f ` 1 1 I l 1 1 1 1 ----------- k u 1 I , '6td- 1 ' _ ADD OUTLET ---- BEHIND AANN BEHIND V ITY x i i ; 4 I ► I; i �, G I ` G , I I ; ' LOFT {� r\ 1 I ~=jam 1 I I EB I I I SUI E 3' �' ` � �� ', EXERCISEAs i u: ! I -(-VLT' CLG-}--� ' (10' CLG.) I is �.X/ 10 CLG. \ � ) - _ ------ �'-------- ---------� BTH 3 - I I ` I 1 I 1 1 I I \ TO SWITCH '------, ----=-' I ----- %' BELOW ------- �. ---- (10' CLG.} 10' CLG- 111 I 1 I r41 I I ; ; I ' :�� ` \�.��.:� -����`:\ \- c��� . ` -------------------------------------------------------------------------------J -F_--_-_—_ _---__-__ J ;I, I 1 JI - L__-__--___J I 1 I 1 1 1 I I I I I I I I / 1 1 1 1 1 I I l 1 1 I I 1 • • „ l 1 1 I 1 I I 1 I I 1 I I • t • _ y DRAWN BY: STAFF CHECKED BY: DATE: 10.15.14 SCALE: 1/4"-1' JOB NUMBER: 9310 REVISED: MAY.22.14 1 DWG NO: A14 14 OF