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SPACES (3 -t 1 780 CY NET IMPORT FILL L ROOF DOWNSPOUTS 134.78 s I N cq L) LO cz AN PAVED SURFACES M co 0 101 20' z L J -2 0 TO IN TOWARD DRY 146.72' 0 0 .2 CD ca > SWAL S AND DISCHARGE > > C go raphic Sc le: 111=1o' in r- 0 0 0 --s TO BE H AVENUE 0 (n :3 FOUND 1/2" IRON PIPE, NO CAP SIXTH STR L FENCE cc -w 0 M NORTHING 2180500.2 EA ING RIGHT—OF—WAY PA PUB�IC R AD) 531162.7 VE?56.54 C) ASPHALT PAVEMENT CD NAD'83 DRY LT-- — — — — — — — — — — — - — — — — -- - — — — -- — — — -- — — — — — — — — — — — — — — — — 2 2. 0' —136.03' ------- CONCRETE WALK SWALE -7 7/ — — — — — — — — — — — — — — — - -- — — — — -- -- -- -- - — — — — — — — — — — — — — — > — — — — — — — — — — — — — — < x y X /A < 0 > 31 '14"E 200.00' IRON TO IRON FOUND 1/2" REBAR -< % , </ , \ \/�/ x I -- z >\ \2 \< CONCRETE DRIVE LS 3129 L - - - -jJ MES INV. 13.00 14 LIJ TELEPHONE-r-----�: 16 U CABLE RISE� 121, PVC < 3 17 - -- F - 1 1 3: z D < 16 Li U� 17 L'j — Pvc -0 LLJ WALL/ U z 110 FENCE L� U z (D GARAGE aN Avg=; HOUSE ( IST FLOOR) - ----- ---------------- 5.00' -j < Li 5 . 6 < LLJ 0 A ju� x Xx" c > > ly X, < x/ ./ 7 Li \< > x x IL I 1> /Y x q X c < z- 0 V Z LL CN J 00 r X. cy) '4"PVC C.O. \X� -P�- 8.29 V' tQ L 0 0 < TER x I< xy ck, X" TE1111 IN, /< I\ N 7.0 oe I -)'. 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(;"-a)" I co% cyl GD 141 CY OF EXCAVATION %moo 0 ,�-"c cy) tri 0 "" 921 CY OF FILL ALL ROOF DOWNSPOUTS 780 CY NET IMPORT FILL I s I N N Lo AND PAVEI) SURFACES m" cv CU co 6 z 0 101 20' U) C? z TO DRAIN TOWARD DRY -J rn im 0 cu ALL ELEVA IONS REFERENCED TO NAVD 88 N SWALES AND DISCHARGE x > raphic Sc4le: 111=1o' 0 > 0 TO BEACH AVENUE 0 co r_ a) 0 0 In m cu 0 c m BENCHMARK 15.1,3 MAO< NA ASPHALT PAVEMENT .k and DISC LB3672 I C) W SIDE WOOD POWER POLE tz L-- - - - - - - - - - - - I OIZI ELEVATION 14.04 NAVD88 12.90 13.10 13-32 1 CONCRETE WALK 1,352 15. )o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -x- < ,/\v \X \ \, 1( /,\ / /,\". \ A </ > 12.6 9 V\1 >/ r >/ 1< CONCRETE DRIVE L - - - - z 12-60 13.7 )< -x 15.DO x 15.6 14 12.4 0.3 9.3 9.9 TELEPHONE MES INV. 13.00 CL 14 1 j 16 172 79' CCCL FORMER CCSL 19.17-- 8.8 CABLE RISE� U - 121, PVC I ----J, W 3 14.89 x 1-5.8-0� I < � 1 - 17 101 �-\ \0 16 1 ;K 12 1 .79 17 15 11 x X \0 81, PVC 14.88 A ----------- ITI x 13-63 FFE 17.90 (f) 8 C1 7.9 0 15.02 17.90 FFE 17.90 E 17.90 17.75 1 ------- 12.97 14.0�, 15. 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STR CTURE NEW BUILDING/STRUCTURE NEW BUILDING/ NEW BUILDING/STRUCTURE </ ,4u o 30 ................... 30 .......... 30 30 i f 1 w i 1� Z. ...... 0 30 ................ .................. ........ I.......... X NON-WOVEN GEOTEXTILE FABRIC HAVING MINIMUM WATER FLOW RATE OF ...... - -------------- PROPOSED GROUND SURFACE(LANDS PED) ............................................................ U) -----------................... ........................... ............. ............ ----------- "I'll",.................. ----------------------- .......................... W ............... . ......... ..... . ------------------ 140 GAL/MIN/SF AS DETERMINED BY ASTM D4491 FE PROPOSED GROUND SURFACE(LANDSCAPED) 0 ............. NCE/WALL F NCE/WALL ....... ...... ...... PROPOSED GROUND CONCRETE CURB AND FOUNDATION ................. ........ . .... ­ ---------- PI OPOSED GROUND ........ L ........... ................ SL RFA(E(LANDSCAP .............— ------- ------------------ SURFACE(LANDSCAPED) U- PROP ............ .......- ; 1 i I i <� - 00, OSED GROUND SURFACE(LANDSCAPED) .......... ...........I-- ­­ "-,- ­­­_­­ I : 20 ------------------------------------- ............. ......... ..................... PER LOCAL STANDARDS .............. .......................... -------------- EXISTING SURFACE(REMAINING) ED) if -_X_`................................................... ------ -ACE ............... ...........- CONCRETE PAVERi AQUA PAVERS ............. 20 20 ........ --- STORM N 1.6.40 100-YR DEP STORM ELEVATION 16.40 ....... EXISTINGSURr DEMO] 20 4 JOINT OPENING VARIES - SEE PLAN -11-1.-1.-11-1--, 11.111-11-1.1-111 ,­­­ .11 0'. .1 I___ � ........................................ ---------... 1 1-11 ELEVATIO 00-YR DEP STORM ELEVATION 16.40; 1r, . i 0 P 100-YE DE�STORM ELEVATION='16140 JOINTS FILLED WITH BEDDING SAND 14-42P. — --w----I ===-4 sip------ .......... AINING) NEWPAVEMENij(� TRUCTURE (ASTM #8 SAND) EXISTING SURFACE jREM .................... . ........ NCRETE PAVERS. .......... ----------- NEWBUILDING/S ..................... ....... rl- T__ E In C) C) 0 Nr (0 XISTING SURFACE(DEMO) 04 04 EXISTING SURFACE(DEMO) 04 CID 0) (D .......... ......1- 1' TO 1 1/2' BEDDING SAND �MAINING) ....... ........... .... EXISTING SURFACE(R (ASTM #8 SAND) . .. .. : L m CU co 10 NEW PAVEMENT/CONCRETE PAVERS-/ 10 10 10 co 12' WIDE NON-WOVEN GEOTEXTILE* EXISTING SURFACE(DEMO) NEW BUILDING/STRUCTURE NEW BUILDING/STRUCT'RE z 4 C ALONG PERIMETER TURN UP AT CURB 0 56 0 32 0 1 28 0 0 34 -2 0 a C:) 0 W LL OC 0) NEW PAVEMENT/CONCRETE PAVER\S SECTION A-A SECTION B-B SECT ON C-C SECTI N D-D > PROPOSED GROUND SURFACE(LANDSCAPE\D) mn CU 8' COMPACTED AGGREGATE BASE > N 0 > (ASTM #57 STONE) Im C: 0 0 :S NEW BUILDING/STRUCTURE 0 (n :3 NON-WOVEN GEOTEXTILE FABRIC)K PROPOSED GROUND SURFACE(LANDSCAPED NEW BUI DING/STRUCTURE 2 < f I, CU 0 30 ... ...................... ......................... 30 ............... ................. ...... ......... .............. 30 30 30 Z w............. .............. ....... ......................... ........ ...... ...... ..... ........... C ............. ........... ... ......................... ................. ............. U3 : I : NEW BUILDING/STRucruRE CU ............ ............... ......... .......... C.) ........ ....... .......... ......... ................. .....I....... ...­­. ....... ...... ....................................... U) .............. ................ ............... ..... ......... ................ ....... ........... -..... ........ ...... . PASSING SIEVE) : w I.. . ....................... . . . . . ASTM GRADATION .............. ................. . ...... ................ ..... . ........................ ------ C*4 .............. ....... ...... ......... ............. ... ................. ........ ........ ...... ............. F CE L ............. ........ ........ ................ . ........................ !/WALL ........ ......... ENCE ------ ........ o ............. . .......................... ... ....... ................-...... ........ ........ ...... ................. . ........ ................ . .............. SIEVE #8 SAND #57 STONE ........................ PROPOSEDGROUND -- ------ ................ ........... ................... .......... .......................... .............. ........... ............ ................. ................. ........ ....I... ...... . ............. .......... . ........ ....I........... . .....................- NEWPAVEMENT/ ........... ........... : C14 V 1-1/2, 100 'SURFACE(LANDSCAPED) if .............. ............... DSCAPED) ... ....... ... ............... ..................... ............ ................ . ...................... CONCRETE PAVERS POSED GRO NDSURF EXIS . 0 95-100 ..... ........... . ..... .............. ............ ....... ........ .................... ... . ........ TING SURFACE(DEMO) .... .... ........... 1/2' 100 25-60 ................. .......... ............ ...I................ ... ... ------ ---------------­---------------- NEW PAVEMENT/CONCRETE PAVERS . .......... ...... ........... .... ............... ............. .................... .... .. ........ . 20 3/8, 85-100 20 ..................... 20 ........ ............. 20 .............. ............. 640 .......... .... ......... DE.. ... .......................... .... ........... C30% i __r.......... ................... No. 4 10-30 0-10 100-YR P STORM ELEVATIOD Fe�,F�_-9 I00-YRD­E­P ST(RM ELEVATION=1 ....................... 100-YR DEP STORM ELEVATION::I 100-YR DEP STORM E FENCE/WALL 20 �7-_ I .. . . . . LEVATION 16:40 No, 8 0-10 0-5 4 "Li . . -1 -YR DEP STORM ELEVATION 16.40 No. 16 0-5 ........ .................. ................ ....... ....... ..... ... .......... '(REMAINING) ..................... ............. ............. . ......... ........ ........ ..................... b EW BUILDING EXISTING SURFACE(REMAINING) STRUCTURE FJ EXISTING SURFACE(REMAINING) EXISTING URFACE(DEMO) ........... ...... ................................ .... EXISTING SURIME_110, TOTAL SYSTEM SHALL HAVE MIN, ONCRETE SIDEWALK&STEPS(�S') .............. ..... .... ............ EXISTING SURFACE(DEMO) PROPOSED GROUND SURFACE(LANDSCAPED) ................................. ................ .......... ......... ......... ............ ....... V-EXISTING SURFACE(REMAINING) COMPACTED SOIL SUBGRADE ............... ....................... j I.J.............. 101......1 Lt J INFILTRATION RATE OF 5,7 FT/DAY \ I I 1 1 T....... ........ .. ......... 10 NEW PAVEM E.NT/CONCRETE PAVERS 10 10 PROPOSED GROUND SURFACE(LANDSCAPED) FENCE/WALL-/ 10 NEW BUILDING/STRUCTURE FENCE/WALL-/ z 0 NEW BUILDING/STRUCTURE 38 0 EXISTING SURFACE(DEMO)-/ 38 0 14 0 42 0 34 ---------------- SECTION E-E SECTION F-F SECTION G-G SECTION H-H SECTION I-I LU z PRE-CAST CONCRETE PRE-CAST CONCRETE RETAINING WALL RETAINING WALL PANEL PANEL A PRE-CAST CONCRETE -CAST CONCRETE PRE POST I.. POST A. 4' TO 6 VARIES ;d 4A M POURED CONCRETE FOUNDATION A z U POURED CONCRETE --q-q FOUNDATION M =1 f 3'- .0, -IT H`- "'T It F111 0"' B." T ...... .............. L Ui Li J NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTURE 30 t F ------- .................. 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EXISTING SURFACE(6EM6) ...... -------I ....... EXISTINGSURFAI ........... u --A-1 LI t ........----- ................... ------- ------ ........... .................ILLJ _J." SURFACE(REMAINING) -zo- EXISTING SURFACE(REMAINING) .......... ------ 10 t i ........... ........... ........ .... ............... . . . . . . . . . . . . .......... .... ........ ............... ----­---- ............ NEW PAVEMENT/CONCRE"TE PAI ...... .......... -,*...... -------- P-1................... --------....... ............ 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EXISTING SURFACE(REMAINING). ................................... ......... ......... ..................i ....... ......... 1 .1---t-, I...... ......... ................. ....... ........................................SEASONAL HIGH WATER LINE z:9.54 I I I I I - -........ ................ ......... ......... .... ... ....... ........ ........................... ..... ........ 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July 18, 2013 .........., ..........1- CONC ............... ................ ......... .... ........ ... ..............[11................ ................. ..... ........ -11 i 1 1 F-1— ....... ... ................... .......... I ..........I.:::: I I.................. G SURFACE(REMAINING .... ............. ............. ..................... ................ . ..... ......................... ........... ....... ....... ............... ................ .... ...... .....4 .............. ........... ...... ....... ......... ...........i............... ......... ..................................... ........ .......1__ I I i 1 1 1 , i......... .............. ...... ................ [_ ........ ......i.............- I - *..........MEAN HIGH TIDE WATERLINE=2.04' ....................... ...........................I...... ......... ............. ............ .................. RETE SEA Lu- ......................... ................................ ................ EX ST N .......... .......... .............. .. .... ............... ......... ....... SECTION X-X 56 Cross-Sections E -F &�wAt;6- F 0- 5==F 641-0-1 mum, -*7"IT P C-491 -_ I i , I I I � I � � I �� . I � � . I I I I I I I . . 1 6 ,��%%�, U-3-1 I ".?,-, NEW BUILDING/STRUCTURE\ L. , . `�,I//�,,,,, ,��� ,t.......... i - C k..�. ,'�A . i 0--1, :) -, ". �11�1�-�, , - . : i .� / ., .110 � � . . , � ­ 4__L_i,__]_l ! , , , ­ b-% ,�- q - , , , - ` ,,�; I . . . . , , I I . . . -Y-4. 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I L.4...�. :1 j w Ankti: t-t-t-t-t..... V-04--t-A... , 11...� : jilpylp..... ....� ' - iiiiiii!A A- :;.."..:::::i:::::::::::::::::;:��:::!::qp-:�=� ' 0 -f-4-4-T-i---,.r--T-t-t-t-ti�-t-t-1. . L±���� i ...*...i......... ...---_­--- , 42=11±1 1, Einif#11=0"' ]AITAT li . . . :0011100410110,litinti�t:ntzzlznlnzlznpzninlTZITIltz:�:QIt=f=f i.......�..........f-l: l: : ; -f-f-4-4--'fA*;VVVVV t_1 - : , ...A " . . . I - E�iii -11"WALL�.../?.... 1.4.4.4. I.......".�........�............_- =!=Ininfl Qq.f , : : t 7"TT-T-r- 04-0 . . f t t----"---;-_1 . �± 56 . . � . SECTION Z-Z C-4 ,92 � � I - t -t- - ­ __ ___ ,I I l I-- i- i i i I i ­"'___ - -4 ..... : i : -111, � L I , I - I Y - - , """" ' '1A___`i�__7__ ` , -,- -- * , , . . . . I I I -_1------------------- I - ­--­-------------- . . . . 1� I__-__---- . . - . . . . ..... _-, r. _,--'.____ -__ ,_ -1- , - I= ; � - IF I 1_= - i--1 - - I - r-. I i I i . . i'll- Tilinliv , , - I _ _ _'T ­E �� I_ . ­ .7_t- -4 I . , , . , , . U1. . _1 1 L __ � = ,iL - . I _'. I - I I - F -,�E X'I I� 11. I I I- � I 1. !tt I I I L" . I t !_ - i- - ____ __ .2001pw dddFT7:- i AdEN0080800 I mi - I I i I I i I , .1 I A I -I -1 I i I i I I � - --_____ - - ___- ­ - - I I -1 ------- I . : I . . Uj FTI ASPHALT PAVEMENT LO (3) SPACE PARKING ROW — — — — — — — --- — — — — - — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — Cn CONCRETE WALK LL — — — — — — — — — — — — — — — -- ---- - x^\ >/ /y > PALM S/L4GUSTRUM/SUN FLOWERS 0 < < X CONCRESPPRIVE (12) LS - - - cl; E LO to 0 m GATE LO (N C14 0) 04 (y) 04 I-0 ()C CU co 6 z 0 -4 TELEPHONE 'AlIFF/I CABLE RISER 0 a) SP 101 < > TURF (3)SP a) CU 2 75 > =N > 0 0 0 Cn :3 0 VIAIST-PALMS, TYP. 15 11 M 0 CU -SQ-RIVER ROCK PLAY AREA M 0 Cn 14 CD C� L] (3)WR Mu SP /< \< ---------------------------- z X\ X > LJ X I 11 (j > X > /< x 100, < > -, I - — 11 '�/ // /' / '/ , I / � 11 11 /' , 11 � ;� -- x Lj >\ > NAT RALIZED LANTI S \> x ENTRYCOURT , � x >/ x %'< > , ">' ) '\< -� ->\ \ \ ,/� /111, Y > -------- SEA OA�S /% '-� .:/ \././ xy y CO/W3 z V/ ;1/ A X < \x'\ >/ ANKET FLOWER 'X \<�X\/' Y'/\ \ /—,>\, �-/ >,\ �'\ X-1>' B X X V A V '/ I \' �. \ -/ X, x/ \ 0 4"PVC C.O. y DqNE SUNFLYWER > % WATER -I" '(2)WR >/ 'x. BEA "'" MORNIN� GLORY > < Z"14 x X\ 'XV\ X>V1<1r./ /-1 > E::] METERS > -x \< oe <\ X� MLN'e- D TELEVISION A < >"< CABLE RISER < �y >/ ly Yj > LU x XZ 0 FAKAHATCHEE?? A". Xx X X X x xx. 001" y Cli > y A/ \/.\, .,- " \ > Xx Xz < 'A <X % M X /.1 IA.. ;-y DATE PALM P % /A SPORTS COURT <"z<�"y x 0 X %\ STEPS to WOOD > RIV4R ROCK PLINTH TURF "'"A (12) LS A %< W/qONCRETE EDGE z '<�'\/ , './'y ID y \ \/ 15 X SABAL PALMS W/LUGUSTR 0 \ . \ UM SCkEEN 0 \ '1. .' > WOOD POWER 0 ';4qp�' -F1/',"2 2'f POLE 2" f f "AL IN A 0 *0 P /"X A M X 0 X X A 'Al BRICK 6 WOOD FENCE (8) LS (15) SP 4' WOOD FENCE COLUMN PLANT LIST EXIST. PALMS, TYP. VIEW CORRIDOR SYM QTY Botantical Name Common Name Size Remarks > Coastal uplands - Fore Dune U 0 HD Helianthus debilis Dune sunflower I gal 4' o.c. I WOOD DECK 0 0 GP Gaillardia pulchella Blanket flower I gal 2' o.c. 0 IPI 1pomoea impertati Beach morning glory 4" pots 2o.c. 0 00 I z IP 1pomoea pes-caprae Railroad vine I gal 5'o.c. IVI Iva imbricate Beach elder 4" pots 2' o.c. 0 UP Uniola paniculata Sea oats LN/12-18 12 O.C. z M Upland interior - Palms Shrubs Groundcovers N AA Agava Americana Century plant 7 gal Blue 0 FP Ficus pumila Creeping fig 1 gal 2' o.c. M LPT Ligustrum japonicum Ligustrum 10x10' FG z M MG Magnolia grandiflora Southern magnolia 12-14' FG > NO Nerium oleander Petite salmon oleander 3 gal 3' o.c. S PDM Phoenix dactylifera 'Medjool' date palm 14'CT FG July 18, 2013 Prepared by: 0 101 201 1 PT Pittosporum tobira Pittosporum 7 gal 4o.c. ERIC W. LYCKE, R . L. A. Landscape SID Sabal palmetto Sabal palm 10-18'CT slicks Graphic Scale: 111=1o' FL Reg. No. 1560 Plan TF Tripsacum floridanum Florida gamagrass 3 gal 3' o.c. 5122 Otter Creek, Ponte Vedra, FL z WR Washingtonia robusta Washington palm 12-16'CT FG 904/803-3940 -7 14 ZP Zamia pumila Coontie 7 gal 2' o.c. -7, ZN, 5\ 0 2 4 -------------- C CL 3 20 MOQUIN RESIDENCE NEW RESIDENCE FOR ANNE MARIE AND KIRK MOQUIN C14 0 587 BEACH AVENUE g0l NN E ...... ... 8 r 04 06 -:,so a ATLANTIC BEACH , FLORIDA 32233 00 WON .0 =04 0 a) 0 L 2 C5-E INDEX OF DRAWINGS Cu .— . ......... .......... .......... .......... gi.m - 1MEMNS ----------------- ---------- "IME Ell, NAMMEW" IN C'J ... ......... I.R.-V o I, 'u" 1'� 11 "1 CIVIL L RN ---------------- A, .0t C 0.2 SITE DEMOLITION PLAN HIM.. 77 'AM C 1 1 OVERALL SITE PLAN C 12 SITE GEOMETRY PLAN .............. C 2.1 SITE GRADING AND UTILITY PLAN 1.4 C 4.1 CROSS SECTIONS "M 110 C 4.2 CROSS SECTIONS I ... ...... L 1 .1 LANDSCAPE PLAN Imum mml m IN 1. . ............ ........... ARCHITECTURAL A 0.00 COVER SHEE DEX, LOCATION MAP 01 C L.RO.P.M A 1 .01 LEVEL ONE LOOR PL N A 2.01 ELEVATIONS A 2.02 ELEVATIONS A 2.03 ELEVATIONS A 2.04 ELEVATIONS 0 x RN. 0-110 STRUCTURAL "10 .... ............ SO.00 GENERAL NOTES & SPECIFICATIONS S1.00 FOUNDATION & GROUND FLOOR FRAMING PLAN S1 .01 FOUNDATION DETAILS S1 .02 POOL FOUNDATION PLAN, SECTION & DETAILS '0� CY) 'w'w C14 uJ z Cn SR, f k ol'di "Wva A04""- Z W CY 5 !Q IW T1. z of SQUARE FOOTAGE INFORMATION : U.1 O�O 10 �'x �k� W 'V" u- If <2 LIVABLE CONDITIONED SPACE FIRST FLOOR 1930 S F AlIkk-All Fn 0 2�e 3f I—Q—CATION WU UJW W LIVABLE CONDITIONED SPACE SECOND FLOOR 2942 SF A ZR UJ Lu 'k 81111 00 �g' LIVABLE CONDITIONED SPACE THIRD FLOOR 1341 SF g 't 4 m, , , z \4i" iz co 0a �"a," 641 , , I L - 'R CONDITIONED CLERESTORY SPACE THIRD FLOOR SF PROJECT u S" LLI z zA'Aw'm 1216 �n UNCONDITIONED SPACE FIRST FLOOR SF LOCATION at 'v. 'm'-w, M POOL AND DECK FIRST FLOOR 2052 SF X '64�S-1 DECK AND BALCONY SECOND FLOOR 538 SF 1241 z I �n' DECK AND BALCONY THIRD FLOOR SF x- 120 Cv 570 ROOFDECK I "NN SF "m 100% FOUNDATION 21w 9 OW 10 tfs PERMIT DOCUMENTS t S H e TOTAL LIVABLE CONDITIONED SPACE 6213 SF W "tam -S, 07.22.13 I AIQ t& 'A'tumvx, 6;� M�SAM' TOTAL CONDITIONED SPACE 6854 SF �.�t M .1, 1216 TOTAL UNCONDITIONED SPACE SF 1110 120 ko Ix, 4401 TOTAL DECK AND BALCONY SF d '0 St N, A Immi ........... �e LOT AREA (EXCLUDING WETLANDS 25640 SF k" 4 (AND BODIES OF WATER) 'mf S1 A ............... ............... 'o�"o\ <4 1A s�' STRUCTURE HEIGHT AND # OF STORIES : "�vv*u"o R �'7 description - 011 date MAXIMUM HT OF THE STRUCTURE IN FT 35 & NUMBER OF STORIES 3 "MOKM' F�omu� project#: 1207 4 '�S ............... ............... ........... 411 drawn by: mjf TYPE OF CONSTRUCTION : M.. A "4' &�w"kt�m sl V ............ ............... IN TYPE OF CONSTRUCTION V-Q c h e cke d b y j p b ..................... PROTECTION UNPROTECTED copyright cdg 2013 SPRINKLERED OR UNSPRINKLERED UNSPRINKLERED SITE LOCATION ROJECT LOCATION scale: as noted N.T.S. A4 N.T.S. FILE COPY now 2,W1, m 2 4 ----------------- ---------- ------ .... —------------ ----- ----------------------------- - - ---------- .......... ------------ ----- ------------------- 4 2 3 C CL 601-011 2)6L. 501-811 261-01, 61-011 10 28'-0" (D 101 141-111 61-7 1/411 171-611 31-10 3/411 X: 17 r----- --------------- ------------------ ----------------------------------- OUTLINE OF BUILDING LO ABOVE 0 C,4 C14 C) E-rD ----- ---------------------- cc,44 S-10"SWINGING -W Q-'S M 8 C14 L) I - - - - 604 GATE SYSTEM U) =2 'III 1 L- 1 1 % 0 0 'C 104 4-a %JJ�6 -I, .— -C " FEWMEM/0 m �//,1111111111le 0 (0D:k=C-4 8 W/D 1 C ogo I -f-a 240- J C C14 JIF=FR,,l U 0) a) f) Cu .S 8 Ln ;.j --0 . . . . ...... rr 11-411 J J 0 1% r-- j 8 LAUNDRY I? GARAGE 161-511 < FC-1 0-1-1 T TOILET a 6-7 1/2" 211-4 1/211 04 FAI-04-1 .... ................... Ln STUDIO 3--6"TALL WALL POOLROOM FA-1 073 �11 DESK SYSTEM 1,.(§)............ C> All J C14 C*41 --------- — E 61-10 1/21, DIRTT WALL YSTEM oil 61,711 4'-8 1/2" 8 1/g" V-411 811 21-011 dL BREEZEWAY LL C4 CLOSET 7 -IMOIA < .................. ...... ............. ................... .......... ...............................-........... ............... ................ 7/777/77777/�/m/7 Im �s I� gin= ............... ........... 018 ................. ..... ....... ................................ ................ Z3 74- 1 ................ ................ .............. ............ ........... .......... .............-............ ...... ......B.1 ^B1 L21- 0 1/411 ... ............. I I'll,I I"I'll,I - - .111 1 1 1 1 � ..- I 1.. -1.1. -I - I ............................... ............ ................ ........... —V3-.O-3T ...................... 71-411 ...................... ............. 301-011 �-03 121-811 e- H" . ..... ............... ENTRY I [� T LED F, C4 ELEVATOR 'J FA-1-0-21 NOTE: DIMENSIONS AT WINDOWS AND DOORS ARE FOR R.O.WIDTHS NOTE: ALL INTERIOR WOOD FRAMING U P IS TO BE LAMINATED 2X WOOD .,1-6111 41-21 15/411 STUDS 7J ------------------------ C4 INDICATES 11 ICF WALL SYSTEM R F71-8, 11 �011 61-011 161-011 51-411 F1 F] 1 in-5 27 11,/ 391-411 INDICATES 8 1/4"SIP WALL SYSTEM CN J CN Al W Z m rAl PIVOTING SI,REEN W WALL YSTE1 A INDICATES CRUSHED LLI(:y z 0� �4 W WO ED 0 GRAVEL L IL---� INDICATES CONCRETE LL 0 1: 3f FINISH ........... Wu- ww < 3km3� 111211 ........... Olf . .......... ...................... ............ ' INDICATES RESYSTA 21H 101.7710 V 8 1/211 ............... C� W M CO.......... ........... ....................... ............. DECKING ...................... ............-............................ .......... .................. ......................... LLJ LO F- .......... ............. ....................... .......... ........................ . . ...... ... INDICATES POOL ........... ............... z .......... ........................ z UK .............. ............... ............... iF­ BATH B103A FB 1-0-11 .................................. HALL ............ ........... ............ ................ ....... .............. 100% FOUNDATION ............ . ...... PERMIT DOCUMENTS ENTERTAINMENT ROOM m 91-5 1/21, 07.22.13 e- 0 ........... I? --------- ---- TALL STORAGE SYSTEM ............ .............. BEDROOM 2 C4 BEDROOM 1 B1041 F-Bl—O21 F .......... 17 1? .......... CNI Z-- 111-3 1/211 10'-3 1/2 J ....................... ............................. .......... ........--------- IT Z= 16 ........... 1% date description J OUTLINE OF BUILDING ABOVE L 15 L------------- ----- ------J project#: 1207 IL---------------- ----- ------------------- ------ ------ --------------------------------\------ ------------- .................. 271-8 1/211 drawn by: mjf 7 A checked by: jpb .............. '01 91-611 k 21-911 61-211-----------7 21-911 27'-10" e- copyright cdg 2013 14 Al 3.01 scale: as noted 491-011 1 EF I T F LOO R PLAN LEVEL ONE /4! FLOOR PLAN PROJECT NORTH A 1 , 01 L 7z� WWI 0 14 1 IL 6E= NG S( YSTJ ------------- —------ 4 5 C CL 3 1 22 D C14 0 SO c.4 E 0 0--5 m 8 N�- I U) 2 �-coo 6 CON L_ cot-E Co P 5 0 2)=0 . r,-'COM z 6 Iw-z-.4 C.� 8 >'V @* (D r 12 c oq 0 ...0 4" .0.2 a - mc Cu .SC �: U 0)S 8 V)A bi AK TOP OF PARAPET TOP OF PARAPET \_F + 136-0" + 135'-0" 04 LO Ilk\ �,-,A. .................�L............... Z, CID J IL� 2L 21 UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT m GLASS RAILING SYSTEM WINDOW AND DOOR SYSTEM J TOP OF RAILING + 128'-4" 0 SMOOTH STUCCO SYSTEM ON METAL J LATH ON STUCCO WRAP ON 8 1/41, TOP STRUCTURAL INSULATED PANEL OF WALKABLE ROOF DECK _'ZP� % + 1264" SYSTEM TOP OF LOWER PARAPET + 123'-6" TOP OF LEVEL THREE FLOOR DECK, Ai--, ....... ... C RESYSTA WALL CLADDING SYSTEM . ............................, ................... L + 122'-8 1/4" PROFILE RES01 0612-WITH PORCELAIN TILE FACADE CLADDING CONCEALED CLIP AND BATTENING SYSTEM OVER WATERPROOFING z .....................-------------- ......�_111� .................................. SYSTEM ON WATERPROOFING .................... ........ ..................................... ......................... ON 8 1/4"STRUCTURAL INSULATED + + + + + + + + + + + MEMBRANE SYSTEM ON 8 1/4" PANELSYSTEM STRUCTURAL INSULATED PANEL I + + + + + + + + + + + SYSTEM 04 + + + + + + + + + + PORCELAIN TILE FACADE CLADDING J + + + + + + + + + SYSTEM ON 1/4"CEMENT BACKER + ..................... Zq BOARD ON WATERPROOFING + + + + + + + + + + MEMBRANE SYSTEM ON 8 1/4" + + + + + + + + + + + STRUCTURAL INSULATED PANEL TOP OF PARAPET + + + + + + + + + + All SYSTEM + 115'-6" . .. ....... ................................. L,\............................................ OUTLINE OF GARAGE STRUCTURE ---------- -----------7 F J % LEVEL TWO FINISH FLOOR ......... + 11 V-6" J C14 gk % BOTTOM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS Cn + 10�4, + 109'-0" CY) N C-4 Cf) SMOOTH STUCCO SYSTEM ON METAL W _T_ LATH ON STUCCO WRAP, ON 11" uJ 0 INSULATED CONCRETE:FORM z Of SYSTEM W 0 Lu 0 0 I? oaf < > J u- 01 SMOOTH STUCCO SYSTEM ON METAL U)o LATH ON STUCCO WRAP ON 11 LJJ LL W < 0 INSULATED CONCRETE FORM Z W uJ SYSTEM CO im 00 LEVEL ONE FINISH FLOOR < Lf) I.- LEVEL ONE FINISH FLOOR W OIL S1 + 100'-0" \? + 100,4, z z z RESYSTA WALL CLADDING SYSTEM PROFILE RES01 0612-WITH < CONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER 316 GRADE ALUMINUM CLAD WOOD IMPACT STAINLESS STEEL PIV�TING TUBE WINDOW AND DOOR SYSTEM FRAME SYSTEM 100% FOUNDATION PERMIT DOCUMENTS A WEST ELEVATION 07.22.13 D 1 11-011 1/4" -------------- ............... ...................................................... .......... ................... ........... ..................... ................ .............................. .............. date description project#: 1207 ............... ............._--111111-1.......... drawn by: mjf ........... A checked by: jpb copyright cdg 2013 scale: as noted ELEVATION A 2 . 01 1 207 ............ m _E :Scri........................................................................ .................11.......... ................ -9 .....................­­............... .......................... n ptio .... __J :13 ::. ..................... '--f------------------------------ jpb ................................................ copyright cdg 20 —------- ------ 2 NUNN,; 11111 IN I —---------------------------- ----------- 2 0 L. k uJ TOP OF PARAPET + 113'-0" A-, TOP OF ROOF DECK + ill + 0 C-4 + 112'-6" + + + C14 0 + PORCELAIN TILE FACADE CLADDING (D N E CM r-- i- A— A CL Ct) All 4_0 SYSTEM ON 1/4"CEMENT BACKER (a 8 N + A_ + Cl) 2 A mo BOARD ON WATERPROOFING cD L_ tm V-r- !1(5 4, 'L 4 MEMBRANE SYSTEM ON 8 1/4" T t, 00 ,.-a r '02–co C,4 ZZ 4i co c 4� STRUCTURAL INSULATED PANEL + C� 8 SYSTEM ------- T 4 _i >V-6* LD C C-4 L) RESYSTA WALL CLADDING SYSTEM C + 0 THIN PROFILE TO MATCH MAIN 4 32 r- SYSTEM-GLUED TO ALUMINUM + Cu 8 LO 4-; SECTIONAL GARAGE DOOR _T_ A_ 4- .4- 4- N LO A, < LEVEL ONE FINISH FLOOR + 100'-0" U) (D E C SOUTH ELEVATION A 1) 1/411 -011 CELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER BOARD ON WATERPROOFING MEMBRANE SYSTEM ON 8 1/4" STRUCTURAL INSULATED PANEL SYSTEM RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING SYSTEM OVER WATERPROOFING ON 6 1/2"STRUCTURAL INSULATED PANELSYSTEM A-, TOP OF PARAPET + 136-0" TOP OF ICF WALL SYSTEM + 136-0" CY) SMOOTH STUCCO SYSTEM ON METAL C*4 04 LATH ON STUCCO WRAP ON 8 1/4" W LZ CY) STRUCTURAL INSULATED PANEL Z) Lu SYSTEM Z W z Ix UNILUX FENSTER AND TUREN W it 0 Lu 0 Ow <m > _J ALUMINUM CLAD WOOD IMPACT LL WINDOW AND DOOR SYSTEM LU LL W ZS2 W W ,i--, TOP OF 3/4"FLOOR DECK B z W C) + 122'-8 1/4" [,- u LEVEL THREE FINISH FLOOR C) 00 + 122'-8" W u Z z Lu z + + + . . . . . . . . 0 + + + . . . . . . . . PORCELAIN TILE FACADE CLADDING + + + + + + + + + + + + SYSTEM ON 1/4"CEMENT BACKER + + . . . . . . . . C� + + + + + . . . . . . . . . . BOARD ON WATERPROOFING MEMBRANE SYSTEM ON 8 1/4" + + + + + + + + + + + + C� STRUCTURAL INSULATED PANEL + -7— + + . . . . . . . . 100% FOUNDATION SYSTEM + + + + + + + + + + + + + + + + + + + + SMOOTH STUCCO SYSTEM ON METAL PERMIT DOCUMENTS + + LATH ON STUCCO WRAP ON 8 1/4" + + + + + + 00 07.22.13 + + + 00 STRUCTURAL INSULATED PANEL + + . . . SYSTEM + + + + + + -- --------- LEVEL TWO FINISH FLOOR + + + + + + + + 47 + 11 V-6" "'k, LEVEL TWO FINISH FLOOR Ak ----—–----------- .......... .......... + 11 V-6" BOTTOM OF CANTILEVER AREAS _1 4- 41 + 109'-0" BOTTOM OF CANTILEVER REAS ...................... + 109'-0" + 41, .41 A- 316 GRADE STAINLESS STEEL POST date description 41 AND BAR RAILING SYSTEM WITH .41 ..il. 4-L A_ RESYSTA PROFILE RESP020312 CAP + + project#: 1207 4 4 + A OIL LEVEL ONE FINISH FLOOR drawn by: mjf I-Ir r + 100'-0" 177 —LEVEL ONE FINISH FLOOR J OL + 100'-0" checked by: jpb copyright cdg 2013 SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 11" INSULATED CONCRETE FORM scale: as noted SYSTEM UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM ELEVATION SOUTH ELEVATION 11-011 1/4" 2 . 02 114� FT ---- --------- 2 4 ---------- C 0)0 o C'4 N 0 2 cc,'4' E ar_ -4 8C 2 -mo 6 24, PORCELAIN TILE FACADE CLADDING L3 0)_ CNO a 04 01 9§ SYSTEM ON WATERPROOFING a OCO MEMBRANE SYSTEM ON 8 1/4" d(O r "00 =—c,i 8 STRUCTURAL INSULATED PANEL > SYSTEM (D C 0 '0 a a a Cu .S 8 TOP OF PARAPET TOP OF ICF WALL SYSTEM + 135'-0" + 134'-0" 04 RESYSTA WALL CLADDING SYSTEM V) PROFILE RES01 0612-WITH C TOP OF PARAPET ONCEALED CLIP AND BATTENING SYSTEM OVER WATERPROOFING + 132'-5" . . . . . . . . . . . . . . . . . . + ON 8 1/4"STRUCTURAL INSULATED . . . . . . . . . . . . . . . . . . . . CL ID PANELSYSTEM GLASS RAILING SYSTEM E TOP OF RAILING + 128'-4" GLASS RAILING SYSTEM C? ------------------- GLASS RAILING SYSTEM .S� TOP OF WALKABLE ROOF DECK + 1264" T TOP OF LEVEL THREE FLOOR DECK C % + 122'-8 1/4" .7, % RESYSTA WALL CLADDING SYSTEM PROFILE RES01 0612-WITH UNILUX FENSTER AND TUREN CONCEALED CLIP AND BATTENING % ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM SYSTEM OVER WATERPROOFING ON 8 1/4"STRUCTURAL INSULATED PANELSYSTEM SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON8 1/4" STRUCTURAL INSULATED PANEL UNILUX FENSTER AND TUREN SYSTEM ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 11 INSULATED CONCRETE FORM SYSTEM I L==-----4 W LEVEL TWO FINISH FLOOR + 1'-6" LEVEL TWO FINISH FLOOR + 111'-6" BOTTOM OF CANTILEVER AREAS + 109'-0" ........... ............ ................... LEVER AREAS it i Cf) ............... ............................ ----------------- .................. ........................................... + 109'-0" ..................................................................... ............ ................ CN ............... ........... 41 ............... ...............�­'­­­ iz 1111111111"i"111111111-1-.............. co SMOOTH STUCCO SYSTEM ON METAL ................................ 1-1------I ILIJ K ..............i............. .................... LATH ON STUCCO WRAP ON 11 ........................... ............... .............................. ............... D LLJ < ........... ......................... ........................ .............. INSULATED CONCRETE FORM z W r.4 5 .......... — '*_1 z SYSTEM ............ .......... ....................................................... .................... ............................................................................... LU IX 0 Lu 0 I? ............ ........... 0 ............. .......... > _J ............... < LL ............ .......... -—--------- ....................... .................. U)O ................. ...................................................... ...................... .......... .............. ............ LU LL LU < < Lu ............... \.................................. ................ 11....................................­­­­............ ..............__'_........... ................................ ............... ............... L) 00 ............ B LEVEL ONE FINISH FLOOR ............................. LEVEL ONE FINISH FLOOR __�I--—------— - ----------------------------- ............. + 100'-0" OL W + 100'-0" z z UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM 100% FOUNDATION PERMIT DOCUMENTS EAST ELEVATION L) 1 1/4" 11-011 07.22.13 .............. ........................ ................. .......... ............ ......................... ............ ................�1111­..1111­___ ............. -----------............... ............ .................................................. date description project#: 1207 ........... A d r awn b y mj f checked by: jpb copyright cdg 2013 scale: as noted ELEVATION 2 . 03 wig cL EO cc I\X \0\00\1 2 4 --------------------------- mjmmgm�l 11 gill C CL 3 PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER 2 BOARD ON WATERPROOFING MEMBRANE SYSTEM ON 8 1/4" STRUCTURAL INSULATED PANEL SYSTEM A,, TOP OF PARAPET + 135-41 —GLASS RAILING SYSTEM TOP OF PARAPET + 132'-5" . . . . . . . . . . . . . . . . . . . . . 0 + + + + . . . . . . . . . . . . . . . . . . . SMOOTH STUCCO SYSTEM ON METAL - D . . . . . . . . . . . . . . . . . . . . . . + + + . . . . . . . . . . . . . . . . . . . LATH ON STUCCO WRAP ON 8 1/4" . . . . . . . . . . . . . . . . . . . . . . STRUCTURAL INSULATED PANEL —0 04 SYSTEM CM C) N CD TOP OF RAILING BN r, + 128'-4" 4_8 CL 5 Cn 8 C14 C/) ma a— -r- I? PORCELAIN TILE FACADE CLADDING CD 0 0 0 CO E(0 W I-=00 a)04 SYSTEM ON 8 1/4"STRUCTURAL Z -I,-— (q or- TOP OF WALKABLE ROOF DECK INSULATED PANEL SYSTEM TOP OF WALKABLE ROOF DECK a)m— + 125'-4" CN 04 + 125'-4" (D -a 12 0:"'gq @)C D T__ 4-0 2 Jo_ In '00 TOP OF LOWER PARAPET a 3: Um 8 uJ- LEVEL THREE FINISH FLOOR T_ . . . . .104 + + + + 123'-6" + 122'-8 1/4" RESYSTA WALL CLADDING SYSTEM ------- r __7 + + + + + + + + + + + + + + + + + RESYSTA WALL CLADDING SYSTEM -PROFILE RES01 0612-WITH + + + + CONCEALED CLIP AND BATTENING --------7 . . . . . PROFILE RES010612-WITH SYSTEM OVER WATERPROOFING . . . . . . CONCEALED CLIP AND BATTENING Cm ON 8 1/4"STRUCTURAL INSULATED SYSTEM OVER WATERPROOFING LO PANELSYSTEM + + . . . . . . ON 8 1/4"STRUCTURAL INSULATED LIJ 0) + . . . . . . . PANELSYSTEM 2-1 W J 0 J GLASS RAIL SYSTEM . . . . . . . . CL 04 777 U) J + + + + + + + + (D C . . . . . . . . . El V + + + + + + + + + + + + + + + + + . . . . . . . . . . + + + + + + + + + LEVEL TWO FINISH FLOOR . . . . . . . . . . . . . . . . . . . LEVEL TWO FINISH FLOOR % % + 111'-6" . . . . . . . . . . . . . . . + + + + + 11 T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + BOTTOM OF CANTILEVER AREAS . . . . . . BOTTOM OF CANTILEVER AREAS + 109,-0" + + + + C . . . . . . . . . . . . . . . . IrF + + + + + + + + UNILUX FENSTER AND TUREN + + + + ALUMINUM CLAD WOOD IMPACT . . . . . . . . . . 0 + + + + J WINDOW AND DOOR SYSTEM T + + + + + + 1 + + + + . . . . . . rF + + + + . . . . . . . . . . + + +1 + + + + LEVEL ONE FINISH FLOOR + + + + OIL 4 LEVEL ONE FINISH FLOOR + 100'-0" -)w 1% + 100'-0" SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 11 INSULATED CONCRETE FORM SYSTEM CIO N ORTH ELEVATION (N W (y) :) W < z z Lu Cy =) z 10� W 0�0 Lu 0 cae <2 > _J < LL wo X �e L) WLLWW < 0< Of z W ca W C13 PORCELAIN TILE FACADE CLADDING (.) LLJ SYSTEM ON 1/4"CEMENT BACKER W 20 F- K Z z J BOARD ON WATERPROOFING z < MEMBRANE SYSTEM ON 8 1/4" _J STRUCTURAL INSULATED PANEL <1 < SYSTEM TOP OF PARAPET Ak + 113'-0" TOP OF RO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 112'-6" . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100% FOUNDATION * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PERMIT DOCUMENTS + + + + . . . . . . . . . . . . . . . . . . * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 07.22.13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . . . . . . .......... + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEVEL ONE FINISH FLOOR ............. ........... ......................... + 100'-0" date description project#: 1207 ............... .............. ---------- d r awn b y mj f A checked by: jpb .............._111,11--l.-I................................ ORTH ELEVATION copyright cdg 201-3 01/4" 1 1-011 scale: as noted ELEVATION A 2 , 04 L CC 4 + + + + ++ + + + 'E . r 0 C_ D 0 01/4 C�q W 0 W FLU ---------------------------- ---------- ------------------------------------------ DESIGN CRITERIA DESIGN CODE: ROOF COVERING SPECIFICATIONS: REINFORCED CONCRETE (CONTINUED) 2010 FLORIDA BUILDING CODE RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED CONCRETE SLABS ON GRADE: COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. Lou Pontigo and ROOF LOADING (cd=1.25) INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL Associates, Inc. TOP CHORD LIVE LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): TOP CHORD DEAD LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 5'x5' GRID WITHIN 12 HOURS 420 Osceola Avenue BOTTOM CHORD LIVE LOAD 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON jax. Beach, Florida 32250 BOTTOM CHORD DEAD LOAD THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. DETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. Ph. 242-0908 Fax. 241-9557 5 psf PRESSURE TREATED WOOD FRAMINQ SPECIFICATIONS: F L:CA#8344 SO CA#3579 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST CONTACT US WITH YOUR COMMENTS FLOOR EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. PRE-ENGINEERED SYSTEMS COMMENTS @ LP� FLOOR LOADING SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE TOP CHORD LIVE LOAD (cd=1.00) SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR TOP CHORD DEAD LOAD 40 psf NON-DOT BORATE PRESERVATIVE 'TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED DESIGN ED/EN GIN EERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20 psf SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE BOTTOM CHORD LIVE LOAD 0 psf HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USE P, ALL ATTACHED FASTENERS SHALL REINFORCING, U.O.N. PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL BOTTOM CHORD DEAD LOAD BE STAINLESS STEEL. N*P OA cn ones'. 5 psf ....ease �\CE SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALL NOTES: ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS 0 No. 3 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH a FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE a 2 CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY as 3. SILL PLATE ANCHORS -Y2%6" EPDXY ANCHORS 0 48" O.C. MAX ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL STATEOF 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1 -6" RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION PAST OUTERMOST CHAIR OR SUPPORT BAR. 4�-�z 0- WIND LOADING: 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. CONTAINED IN THE CONTRACT DOCUMENTS. BASIC WIND SPEED (ASCE 7-10) -------------- 130 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. NDATIONS: DAT�� 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. MAIN HOUSE PILE FO PRE-ENGINEERED SYSTEMS SHALL INCLUDE WOOD FLOOR & ROOF SYSTEMS, ALUM. & GLASS IMPORTANCE FACTOR ---------------------- 1.00 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL F 26 TONS IN COMPRESSION, 8 TONS IN TENSION MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. STRENGTH OF 5000 PSI, A CAPACITY 0 REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF THE ROOF PITCH ---------------------------- VARIES GALVA IZED METAL STRAPS AND EASTENERS ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, LIES REPORT No. PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO BUILDING CATEGORY ----------------------- 11 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4, THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. EXPOSURE CATEGORY ---------------------- D ALL METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 oz/FT^2) OR BETTER. NAVD. ENCLOSURE CLASSIFICATION ----------------- ENCLOSED SIMPSON PRODUCTS SHALL BE Zmax GALVANIZED. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, SHOP DRAWINGS: INTERNAL PRESSURE COEFFICIENT -------------- ± .18 HANGERS AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDEDJO HELP THE ENGINEER VERIFY HIS (�:FIELD ALTERATION BE STAINLESS STEEL. SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONTRACTOR SHALL CONTACT LOU S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PONTIGO a ASSOCIATES PRIOR TO COMPONENTS & CLADDING DESIGN PRESSURES CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN MAKING ANY STRUCTURAL FIELD ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE HOT DIPPED GALVANIZED TO PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF MODIFICATIONS WHICH MAY VARY DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE FROM THE INTENT OF THE ORIGINAL MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION CONSTRUCTION DOCUMENTS.ANY TRIBUTARY INTERIOR EDGE STRIP (PSF): RECORD (EOR) FIELD ALTEIRNATIONS MADE PRIOR TO PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH BEING APPROVED BY LOU PONTIGO& AREA (sf) ZONE (PSF) a' = 4'-6 FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS ASSOCIATES MAY RESULT IN OTHER TRADES. ITIS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP ADDITIONAL ENGINEERINGS OR 10 +30.4 -33.0 +30.4 -40.7 STEEL. POOL AND EXTERIOR PATIO NOTES DRAWINGS AND THOSE OF HIS SUBCONTACTORS. SHEATHING SPECIFICATIONS: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 50 +27.2 -29.8 +27.2 -34.3 ROOF - MIN.5/8", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL LIVE LOADS: SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY 100 +25.9 -28.4 +25.9 -31.6 SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). POOL DECK 50 PSF REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF n THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WALL - MIN. 7&,", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, ALLOWABLE UNIT STRESSES ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING CONCRETE: (PER ACI 318) FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED REQUIREMENTS AT SHEARWALLS CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONCRETE: CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE 0 E DESIGNED FOR BOTH FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON STRUCTURAL POOL SHELL Vc = 4000 PSI SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY COMPONENT & CLADDING WALL ELEMENTS SHALL B MANNER NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING ry LL POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. @ 6" O.C. EDGE & FIELD STRUCTURAL SPA SHELL f'c = 4000 PSI SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS MASONRY SPECIFICATIONS: STRUCTURAL GRADE BEAMS Vc = 4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. Uj ek 0 LINEAR INTERPOLATION IS PERMISSIBLE. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE STRUCTURAL PILE CAPS f'c = 4000 PSI L9 > 7 0 PLUS = PRESSURE AND MINUS = SUCTION. CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05 GROUT SHALL BE IN ACCORDANCE WITH AUGERPAST CONCRETE ANCHOR PILE Vc = 5000 PSI ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM 09 REINFORCMENT: ASTIV A615 - GRADE 60 U 0 THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/,, PLACED AT AN 8 z DESIGNED FOR EDGE STRIP PRESSURES. TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AUGERCAST ANCHOR PILES 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW 1) MINIMUM 14" DIAMETER LD Lu LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE 2� MINIMUM TIP ELEVATION -4.5' NAVID RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 3 ADD 6-#5 w/ #3 TIES AT 12" O.C. U THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE 4< BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". DEP DESIGN CRITERA. 0 U MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN GENERAL NOTES E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. M TERIAL SPECIFICATIONS: SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING PAVER & POOL BACKFILL NOTES: VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN z ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED 1. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL z 307 OR ASTM F 1554 GRADE 36. GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. Uj 00 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. Ln METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH EXTERIOR SHALL BE GALVANIZED. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF Z RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING THE MATERIALS MAXIMUM DENSITY. SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN SHALL BE A MINIMUM OF 6". 11. WATER WANDING OR "JUKING"DOES NOT CONSTITUTE PROPER BACKFILLING 0 REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. (U.O.N.) COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. CLAY MASONRY (BRICK): ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL BRICK SHALL BE "IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, 111. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE CARTRIDGE INSTALLATION ONLY): FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. OWNER AND LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO FILE USP CIA-GEL 7000 HIGH STRENGTH EPDXY. SIMPSON 'SET' EPDXY. CONCRETE SPECIFICATIONS: IMPLEMENTATION, INCLUDING AT A MINIMUM: lima REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE (1) AUGER BORING 3' MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. [RMMU FOR CM STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. CONSTRUCTED IN ACCORDANCE WITH ACI 301. STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CW01V1IMAXW#j4M WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. REINFORCED CONCRETE Wag GENERAL IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED REVEMMM,;�M -s--.20 I CONTRACTOR RESPONSIBILITIES COMPRESSIVE STRENGTH REQUIRED, U.O.N. STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NOTES THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, AUGERCAST PILES f'c=5000 PSI NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS PILE CAPS & GRADE BEAMS f'c=4000 PSI NOTIFY THE OWNER OR ENGINEER. STRUCTURAL DRAWING INDEX AND BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF SLAB-ON-GRADE f'C=4000 PSI 17 OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR CONCRETE BEAMS & COLUMNS f'c=4000 PSI SUPPLEM NTARY POOL NOTES SO.0 GENERAL NOTES & SPECIFICATIONS SPECIF DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF ELECTRICAL, AND POOL DRAWINGS. S1.0 FOUNDATION & GROUND FLOOR FRAMING PLAN MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI S1.01 FOUNDATION DETAILS AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR C DO NOT SCALE DINIENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS WITH ACTUAL EQUIPMENT PURCHASED. ARCH ITECT/STRUCTURAL ENGINEER APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR S1.02 POOL FOUNDATION PLAN, SECTION & DETAILS UNCLEAR REFERTO THE ARCHITECTURAL DRAWINGS OR. SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR CONTACT THE E.O.R. FOLLOWS: THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE PLAN NAME COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, CONTRACT DOCUMENTS. r 587 BEACH AVE. MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. GRADE BEAM (TO MAIN REINF) 301 ARCH I TECT/STRU CTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE DESIGN/DRAWN/CHECKED OMISSION. COLUMNS AND PEDESTALS (TO MAIN REINF) 2" ENGINEER SHALL BE NOTIFIED. CS / KJL /LAP SLABS ON GRADE 2" DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN STRUCTURAL POOL SHELL 2" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 7 07/23/13 THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL SPA SHELL 2$$ THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS 0 CONTROL NO. GRADE BEAMS AND PILE CAPS 3ts ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. z - - I CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT 0 TRUSS ID. SEQUENCES, AND PROCEDURES OF CONSTRUCTION. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOO RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC LPA NO. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND 62B-33.007(5)(m)(n) CONT-12-00356 SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. SHEET z CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. D SOD REGULATIONS. 0 U_ SHEET�10�F 12 �.T 116'-0" (SLAB EDGE DIM.) 50'-8" (SLAB EDGE DIM.) 5$-499 26'-0" (SLAB EDGE DIM.) 6'-0" 28'-0" (SLAB EDGE DIM.) 16'-l" 16'-0" 7'-10" 1 J 8'-8,y2" 8P-8y2lp 6'-1 19 8'-6" 81-6$f 'A 89-69$ 8$-690 s-3t$ l .0 PILE TO I LE TO .4 10 16"x37" CONC. COLUMN w/3-#5 'j Lou Ponti8o an Associates, Inc. FACE U) EA. LONG FACE 420 Osceola Avenue (10 TOTAL) @ #3 10 FT 1�-Q Jax. Beach, Florida 32250 5 \\- /-L T/SLAB CLOSED TIES Ph. 242-0908 Fax. 241-9557 S1.01 #5@12"o.c TOP I I F L:CA#8344 SC:CA#3579 9" ICIF WALL AT ALL BEAMS +17.9 4 4 4 AT 10" OC. CONTACT US WITH YOUR COMMENTS (TYPICAL) INAVID S1.01 S1.01 S1.01 b -�01 .!PO > f J_ P*'VNQ EN 4-- -- % - - - - - -L 0 a_ A0 'r Uj 0 F T SLAB 0 +17. t T/SLAB NAVI 0) S SLAB FORMED ON FILL W/ AT ALL BEAMS AT ALL BEAMS I opr I Uj Ll I-I ILI 7" REINFORCED CONCRETE 1-1^2 _i1_1\\_#5@12"o.c TOP '*,�#5@12"ox TOP % * Uj #5@12"o.c TOP A CONTINUOUS MAT OF +17.9 ^8 10 _j (TYPICAL) (TYPICAL) Ln AT ALL BEAMS 0 #4 @ 12"o.c E.W. BOTTO 0 NAVID o CL (TYPICAL) M _j L7 in - - U) t 0 Ld 0 L7 2 F_j JJ6, A (D e 1 . 0 \41 I If 1 7" REINFORCED CONCRETE If T 4; C) I " I %.-d "(0 LLJ RE71SIONS DA-fi) LO 7" REINFORCED CONCRETE 10 Lj SLAB FORMED ON FILL W/ ^0) SPAN� SPAN _j SLAB FORMED ON FILL W/ m A A A CONTINUOUS MAT OF I U-u A CONTINUOUS MAT OF < _j S1.01 #4 @ 12"o.c E.W. BOTTOM (n 171 #4 @ 12"o.c E.W. BOTTOM 0 I K10, V T/SLAB INkS1.017 I I ES F+1-7-.97 1 10 9" ICF WALL LIJ 9" ICF WALL INAVID CD Ld _j- -I- 00 �w LL ki 1% - ,�-�I N K' FIELDALTERATION _j U0 r% CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO F% MAKI 8'-6" 71-8'0 MODIFICATIONS W IC MAY VARY 24"x37YC ONC. COLUbN1 FROM THE INTENT OF THE ORIGINAL 9"X20" IN WALL ICF 9 9 x20" IN WALL ICF COLUMN 10 CONSTRUCTION DOCLMENTS,ANY w/4-#5 VE T. FAFEI 1 1�4 0 FIELD ALTERNATIONS MADE PRIOR TO COLUMN w/3#6 VERT. S1.01 w/3#6 VERT. EA. FACE, SEE-/ S1.01 C14 8 @ #3 CLOSE T S AT -1 BEING APPROVED BY LOU PONTIGO& I L _ _ T/CONC. CURB ASSOCIATES MAY RFS EA. FACE, SEE 10/S5.1. 10/S5.1. S1.01 10" OC. +17.57' NAVD ADDITIONAL ENGUINEERING OR Ld I 5'-1 4 m 8%9" CONC. COLUM14 1� 4" BREAKAWAY CONC. < _j INDICATES DIREC11ON OF w/2-#5 VERT. EA. FACE_ ,-SLAB w/SAWCUTS @ OUTER BARS WITHIN @ #3 CLOSED TIES AT Oil 5 9-0 t$ox, SEE 13/S1.01 8" OC. (0 REINFORCING MAT. SEE S1.0 0 1 .1 1 me V/ - M T/SLA B 12/S1.01. L0 ej +17.73 jr FOR POOL & EXTERIOR 0 1 NAVID 0 Ld PATIO FOUNDATION PLANS (0 �_ 0 REFER TO SHEET S1. 1 LL FOUNDATION LEGEND 00 4 00 LLJ LID In 14" DIAMETER AUGERCAST PILE 9" CIF WALL Q_ < _j 0 7 W 411-011 (SLAB ED E DIM.) Z U INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT LL (p ' 1 ly 0 - 1 otp d� INDICATES DETAIL NUMBER L 3'-1111y2' 23'-0" INDICATES BUILDING AND SHEET NUMBER LL 0 LLJ INDICATES DIRECTION OF OUTER BARS WITHIN REINFORCING MAT. SEE 12/S1.01 _j LO U*) U) -w 12x12 BREAK-AWAY CONC. DENOTES VERTICAL CONCRETE ELEMENTS _j 9" ICF WALL CURB TO SUPPORT WOOD 04 DECKING, SEE DETAIL 4/S1.02 I C-4 DENOTES 11" ICF WALLS U.O.N., SEE 2/S6.0. Uj NOTES: % 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES A Z AND STEPS NOT SHOWN. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO 3. CONSTRUCTION 5/,, 00 121-8" U) 10'-9 78 9'-2 3/8' C T/SLAB 0) In 1 5@12" TOP I `AVr6 T_ AT ALL BEAMS + . I 1 .01 Q�j (TYPICAL) NAVD z _2 (o 7" REINFORCED CONCRETE N 0 0 00 SLAB FORMED ON FILL W/ I (0 Ld U A CONTINUOUS MAT OF C-4 _j T_ m F #4 @ 12"o.c E.W. BOTTOM Y3 SP1N < CL _j V) 5 V #5@12"o.c 10P FEMA RELATED DESIGN CRITERIA S1.01 AT ALL 10 BEAMS (TYP.):// FOUNDATION FEMA RELATED DESIGN CRITERIA j FEMA (BFE) - FEMA VE 13 (NGVD) + 1FT FREE BOARD = 14 (NGVD) +12.9 NAVD SIX 0 XJ. -7 7- �r% DEP MONUMENT NUMBER - R050 100 YR. STORM ELEVATION - +16.4 NAVID (FROM MONUMENT) 1% F% GROUND 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) 4 BOTTOM OF PILING - -14.4 NAVD S1.01 BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD m FLOOR VE CONSTRUCTION CERTIFICATION STATEMENTS 1 0 39p is 1$-3 1 r-6 THAN 8:1 RATIO (PER 9'-2 /8" U AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS 9'-2%" 9'-2% %" 9'-23 - FRAMING FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS N AND TRAPPED DEBRIS. 49'-0" (SLAB EDGE DIM.) qr PLAN DO NOT SCALE DMENSIONS FROM FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT THESE DRAWINGS.IF A DMENSION IS DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE FOUNDATION Et UNCLEAR REFER TO THE BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY NTH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. GROUND FLOOR FRAMING PLAN PLAN NAME AUGER CAST PI E FOUNDATION SCALE: 1 /4" = 1 '-0" 587 BEACH AVE. 1. FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 DESIGN/DRAWN/CHECKED PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. NOTES: CS / KJL /LAP 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. DATE FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE z 07/23/13 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2- TO THE #3 TIES. ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. C CONTROL NO. 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. z TRUSSID. 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR C AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN LPA NO. THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH < CONT-12-00356 AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED ACCORDANCE WITH ASTM D 1557. r) SHEET PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE z PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF D EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD SLO F_j EA IE NIS;�1,3 1 V c H Ll I T#5012'- EU N I ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R_ UPON COMPLETION OF THE AUGERED PILE WORK. LL SHEET 2 OF 12 PO -/-EXTEND BARS TO WITHIN 3" OF TOP OF SLAB (TYP) 7" STRUCTURAL #5 @ 12" OC TOP CONCRETE SLAB T/PILE VARIES SEE PLAN 1/3 SPAN TOP REINFORCING 1/3 SPA OP REINFORCING 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 2-#4 SUPPORT R #5 @ 12" OC TOP Lou Pontigo and INTO GRADE BEAM/SLAB T BEND OVER BARS j4EL. +17.9' NAVD EL. +17.9' NAVD Ilk Associates, Inc. 'Y TOP OF SLAB TOP OF SLAB 420 Osceola Avenue #4 @12" OC EA. Jax. Beach, Florida 32250 0 7" STRUCTURAL 0 #4 @ 12" OC EA. Ph. 242-0908 Fax. 241-9557 I WAY. BOTTOM - 2-#4 SUPPORT < - CONCRETE SLAB WAY. BOTTOM F L:CA#8344 SO CA#3579 00 C14 PILE CAP SEE CONTACT US WITH YOUR COMMENTS 14"0 AUGER CAST PILE -H PLAN FOR LOCATIONS j4EL. +16.4' NAVD COMMENTS @ IP-A.COM F\ ziem A, inr 'V BOTTOM OF GRADE BEAW GRADE BEAM REINFORCING w/ 6-#5 x - LONG w/ CONTINUOUS THROUGH z 5.9 NAVD J4 EL. +1 PILE CAP, SEE SECTION I 1 1, #3 TIES @ 12" oc 'V BOTTOM OF PILE CAP GRADE BEAM REINFORCING, rn oo -H PILE & 3/S1.01 4-#5 TOP & BOT. W/ #3 TIES @ 12" OC �DEF7 BTEJAM It In r nN ANCHOR PILE OUTLINE OF GRADE BEAM SECTION BEYOND, SEE SECTION 14"0 AUGER CAST PILE N sk sk 2/S1.01 PER DETAIL 1/S1.1. SEE Cn PLAN FOR LOCATION sza OF00 3-#5 EACH WAY ABOVE PILE ^%..o 21-6$$ 0 GRADE BEAM AND STRUCTURAL SLAB REVISIONS DATE OIL BOT/PILE SINGLE PILE CAP AND STRUCTURAL SLAB -14.4 NAVID TYPICAL TYPICAL POOL HOUSE PILE ANCHOR PILE ELEVATION SECTION SECTION r2 1\�_o 1 SCALE: 1/4" = 1'-0" "�ZL-0�1 SCALE: 3/4" = V-10" 1-#4 HORIZONTAL @ 48" O.C. -LO1 SCALE: 3/4" 1'-0" FIELD ALTE��T:I=ON CONTRACTOR SHALL CONTACT LOU ALTERNATE SIDE ORIENTATION PONTIGO&ASSOCIATES PPJOP TO 1-#4 HORIZONTAL @ 48" O.C. -7-;"r-,7- 11" ICF WALL MAKING ANY STRUCTURAL FIELD (PROVIDE FIRST BAR 12"± g, MODIFICATIONS WHICH MAY VARY ALTERNATE SIDE ORIENTATION SEE 2/S6.0 FOR FROM THE INTENT OF THE ONGINAL 7 ,7 "7-a 7- ABOVE SLAB) REINF. CONSTRUCTION DOCUMU-4TS.ANY 2-#4 SUPPORT FIELD ALTERNATIONS MADE PRIOR TO . . / -#4 HORIZONTAL @ 48" O.C. BEING APPROVED BY LOU PONTIGO a ABOVE SLAB) #5 DOWEL BAR WITH 6" 90' #4 @ 12" OC #5 DOWEL BAR WITH 6" 90' 1 ASSOCIATES MAY RESULT IN (PROVIDE FIRST BAR 12"± /- #5 @ 12" OC 7 ADDITIONAL ENGINEER.ING OR 11" ICF WALL, SEE HOOK EMBEDDED 12" INTO TEMPERATURE ALTERNATE SIDE ORIENTATION INSPECTIO TOP W/ STD 90' BEND 4 J HOOK EMBEDDED 12" INTO G 1 11 W� 1 #5 @ 12" OC TOP W/ STID GRADE BEAM, SPACE TO MATCH REINFORCI CONTINUITY Z- BAR (DOG LEGI (PROVIDE FIRST BAR 12"± 2/S6.0 FOR REINF. 1. ./ 1 1/3 SPAN TOP REINFORCING GRADE BEAM, SPACE TOMATCH 90' BEND VERT. REINF. X ABOVE SLAB) VERT. REINF. AT STEP LOCATIONS 1/3 SPAN TOP REINFORCING 2-#4 SUPPORT EL. +17.9' NAVD 11" ICF WALL Y TOP OF SLAB EL.+17.9' NAVD SEE 2/S6.0 FOR ITH 6" 90' TOP OF SLAB \-GRADE BEAM TOP REINFORCING Z-BAR AT STEPS REINF. CL C IINUOUS THROUGH PILE CAP a_ /-- HOOK EMBEDDED 12" INTO nr SEE DETAIL ABOVE. GRADE BEAM, SPACE TO MATCH 11 .4 #4 @ 12" Ok 7" STRUCTURAL 1-#5 CONT. VERT. REINF. EA. WAY CONCRETE SLAB #4 @ 12" OC EA. V7" STRUCTURAL LO BOTTOM. 04 0 WAY. BOTTOM CONCRETE SLAB OUTLINE OF GRADE EL. +17.9' NAVD 0 BEAM BEYOND, SEE EL. +15.9' NAVID cl) TOP OF SLAB LL MONOLITHIC CONCRETE Ed +16.4' NAVID SECTION 3/S1.01 _'�IOTTOM OF PILE CAP L GRADE BEAM, SEE PLAN BOT OF GRADE BEAM FOR LOCATIONS GRADE BEAM TOP REINFORCING \STOP GRADEBEAM BOTTOM L9 7 CONTINUOUS THROUGH REINFORCING AT PILE 30$s GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 0 '%A E SEE 3/S1.01 #4 @ 12" OC \EA. MONOLITHIC CONCREIE 3-#5 EACH WAY 40 _'111 qEL. +16.4' NAVD z ABOVE PILE WAY. BOTTOM GRADE BEAM, SEE, PLAN ---_'� 'YBOTTOM OF GRADE BEAM 13-311 FOR LOCATIONS 14"0 AUGER CAST PILE L #4 @ 12'." OC EA. LD PER DETAIL 1/S1.01. SEE 21-16" WAY. BOTTOM GRADE BEAM REINFORCING, V-91) ,GRADE BEAM AT EDGE -CONDITION PLAN FOR LOCATION SEE 3/S1.01 U SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM AT RECESSED SHOWER LL, U S r4 r6_� S SECTION 5 ECTION ECTI ON SCALE: 3/4" SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" ��-o 1 ��-o 1 1\�-O 1 z #4 @ 12" O.C. Uj 00 EA. WAY. BOTTOM 7 STRUCTURAL EXTEND TOP 4Y4" CURB 2-#4 SUPPORT MONOLITHIC CONCRETE #5 @ 12" O.C. CONCRETE SLAB REINF. 31" w/1-#5 CONT. AND #3 #5 @ 12" OC GRADE BEAM, SEE PLAN In HAIRPIN AT 8" OC. TOP W/ STD 90- BEND OR LOCATIONS 13)) CLEAR W/ STD 90' BEND CO 8" STEP MIN INTO 2" CLEAR , ---a- z EL. +17.9' NAVD01L 10" SLAB w/#4 ADJACENT 1/3 SPAN TOP REINFORCING cr_ 1 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT AI WAY. TOP & BOT 00 _j TOP OF SLAB "'r @ 12" O.C. EA. GRADE BEAM < SLAB ON GRADE, 0 0 SEE PLAN L 13" lo A Uj EL. +16.4' NAVD _j BOTTOM OF Z#4 @ 12" OC 7" STRUCTURAL NOTES: oot 2s- EA. WAY. BOTTOM CONCRETE SLAB 1) PROVIDE SAWCUTS TO CREATE GRADE BEAM w.I J GRADE BEAM REINFORCING, APPROXIMATE 5' X 5' MAX. SQ. SEE 3/S1.01 GRADE BEAM REINFORCING, GRADE BEAM REINFORCING,-/ GRADE BEAM 2) SAWCUT CONIC. SLAB WITHIN 4 TO 6-#5 TOP & BOT. W/ #3 SEE 3/S1.01 12 HOURS OF CONC. PLACEMENT. TIES @ 6" OC V-91" CONCRETE COVER DETAIL GRADE BEAM WZ 8 STEP GRADE BEAM t SECTION AT EDGE CONDITION FOUNDATION 7 SECTION ri 3--� AWCUT DETAIL SCALE: 3/4" = 1'-0" \S1.01/ SCALE: 3/4" 1'-0" SCALE: 3/4$l = i t-C SCALE: 3/4" 1'-0" DETAILS \1�_O 1 1<i-�01 1\�_o 1 EXTEND TOP REINF. 31" MIN IN INTO ADJACENT GRADE BEAM OUTER BARS. WHERE SEE PLAN DO NOT SCALE DIMENSIONS FROM #5 0 12" TOP W/ STID 90- BEND P OF SLAB REQUIRED 0 THESE DRAWINGS.IF A DIMENSION IS O*C/ 113 SPAN TOP REINFORCING FTO Ckf A _j UNCLEAR REFER TO THE IJTF ARrH1, f A ARCHITECTURAL DRAWINGS OR 7 1 '1-#5 CONT. 02" CURB POURED 'do r 21 MONOLITHICALLY WITH 'IAN NAME SLAB 587 EACH AVE. EL. +17.9' NAVD DESIGN/DRAWN/CHECKED 2 CLR 4 TOP OF SLAB 2 LAYERS OF CS / KJL /LAP DATE 2-#4 SUPPORT 03 INNER BARS 6 MIL VAPOR BARRIER 07/23/13 7" STRUCTURAL GRADE BEAM REINFORCING, (LAP SEAMS) z CONCRETE SLAB 6-#5 TOP & BOT. W/ #3 2'- GRADE BEAM REINFORCING, C CONTROL NO. TIES @ 6" 0C SEE 3/S1.01 SLAB REBAR PLACEMENT z TRUSS ID. ls-6)t 130�TOF�GRAD�EBE�AM � 0 LPA NO. GRADE BEAM CONT-12-00356 SHEET z r8 AT GARAGE RECESS GRADE BEAM AT GARAGE rl 2 SECTION K�10� D S1 ,01 kl��i-�01 SCALE: 3/4" = 1'-0" 1\�-o 1 SCALE: 3/4" V-101" -�01 SCALE: 3/4" = 1'-0" 0 U_ 321-011 T/CONC. CURB go$ 10'—2' 10'_. DI-40S 991 +17.57' NAVD I _L i I 10 2$1 (0 p Lou Pontigo and If 10 Associates, Inc. 4" BREAKAWAY CONIC. SLAB w/SAWCUTS @ 420 Osceola Avenue LL_ '1�5'—O"ox, SEE 13/S1.01 F Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 T/SLAB CONTACT US WITH YOUR COMMENTS +17.7 3 NAVD T1 I P 0 A EA1s 0 g 4�1�6' L _J L —1 L T/CONC. CURB ST E OF J" 0 4:k% A +17.57' NAVD A%, r- f �*� L, A �r§V J LA N.-/ VAI. REN71"SM7 DATE 12xl'2 BRE —AWAY CONIC. CURB TO SUPPORT WOOD 2 FRANGIBLE PAVING,—/ DECKING, SEE DETAIL 4/S1.02 S1.02 TY:' SEE ARCH r FIELD ALTERATION 1�"x2b" 6ON6 B�AM CONTRACTOR SHALL CONTACT LOU F_ PONTIGO a ASSOCIATES PRIOR TO If T/BEAM EL. 16.90' NAVD_ MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 2x8 SYP No.2 FIELD ALTERNATIONS MADE PRICIR TO BEING APPROVED BY LOU PONTIGO a AT 16" O.C. ASSOCLATES MAY RESULT IN FOR HOUSE ADDITIONAL ENGINEERING OR FOUNDATION PLAN REFER PTO SHEET S1.0 T/CONC. CURB +17.57' NAVD__� _F1 f r N 0 LL UJ 2" PAVER STONE AS PER 329—Oss POOL AND EXTERIOR PATIO PLAN ARCH DESIGN. ----------------- SEE ----------I- ------- SCALE: 1 /4" 1 '-0" 14'-0" z 4< U 5/S1.02 y WATER LINE - ----------- WATER LINE LD 7 Uj 0 Lf) U 00 SEE (0 2 0 02 — 6' 6 BOND BEAM Uj 4< 3/S1. POOL SEE 4/S1.02 4 POOL -- ----------- 00 >/ 00 SEE z 6/S1.02 r------------ -- 00 00 --------- --- I— GRADE kL-';w 8" CONCRETE POOL Uj 8" CONCRETE POOL BEAM SLAB, SEE 3/S1.02 [,— Ln SLAB, SEE 3/S1.02 BEYOND SECTION Z kL.�w SECTI ON r2 GRADE BEAM BEYOND SCALE: 3/8" V-0 SCALE: 3/8" 1'-0" 4_ \Q.jo 0 4 . #4@ 12" O.C. E.W. TYPICAL AT SUN—BED 6" STRUCTURAL CONCRETE POOL SHELL WALL 04 4. 4\ .0'. 4 POOL 6j' 6" 7; ILE M IN 1/3 SPAN TOP REINFORCING FOUNDATION 8" STRUCTURAL < ILE 1/3 CONCRETE SLAB _j #5 @ 8" O.C. TOP PLAN #4 VERTICAL @ 8" O.C.'_1____' SPAN TOP REINFORCING SEE DETAIL A,0 #4@ 12" O.C. E.W. 3/S1.02 FOR CENTERED, ALIGNED w/ C`4 2" PAVER STONE AS PER 8" STRUCTURAL � TYPICAL AT STAIRS. SECTIONS #5 @ 8" 44. . REINF. (TYP) A 4 SLAB REINFORCING 01' ARCHITECT DESIGN CONCRETE SLAB 0.C. TOP .4 . . f A 2—#4 SUPPORT 2—#4 SUPPORT a DETAILS SEE DETAIL #4 HORIZONTAL @ EL.+17.73' NAVD #5 8" O.C. TOP 3/S1.02 FOR EL.+17.57' NAVD _T/FlNISH DECK 12" O.C., CENTERED WATER LINE C T/CONC. CURB*CIILN UNCLEAR REFER TO THE 4 - 0 . co A -0 A ARCHITECTURAL DRAWINGS OR. CONTACT THE E.O.R 00 00 T Cd N 00 00 IAN 4 3" CLR SEE 3/S1.02 B CH AVE. EA. WAY BOT. 0 9, r 587 EA #5 @ 8" O.C. A NAME 30' CLR 6" WATERLINE-/ M SYP No. 2 `4 FOR REINF. (TYP) GRADE BEAM, TI LE FOR REINF. (TYP) DESIGN/DRAWN/CHECKED @ 16" O.C. 4 4 SEE PLAN CS / KJL /LAP I t f � 'I f' I A_T \— BEND OVER VERTICAL #5 4 BOND BEAM w/4—#4 DATE AUGERCAST PILE REINFORCING #4 HORIZONTAL CONT. & #3 CLOSED GRADE BEAM, 7 07/23/13 30"x2O" GRADE BEAM CONTROL NO. w/5—#5 TOP & BOTT. & INTO GRADE BEAM/SLAB 12" O.C., CENTERED TIES AT 12" O.C. (TYP) 0 #3 STIRRUPS @ 12" O.C. 2)-691 ""�� 14"O ANCHOR PILE, SEE 1/S1.01 #4 VERTICAL @ SEE PLAN TYPICAL STAIR z TRUSS ID. ........... (TYPICAL 8 LOCATIONS) 8" O.C., CENTERED 29-6" 2 —6" 0 TYPICAL COPING/EDGE DETAIL LPA NO. 30 w X 20"d STRUCTURAL GRADE BEAM AT E TYPICAL SUN — BED < CONT-12-00356 a SHEET S z K5 S SECTI ON K4 ECTION ECTION SECTION S1002 _0" SCALE: 3/4" 1'_0" SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0" 0 N,12bg� 'T T _7 6-1 CING UC' ��H`ICTFI 0 -jo �O -�O ILL SCALE: 3/4" 1' ��'LSHEL