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408 Irex Rd 2013 ADA remodel z U) w z COA # 28891 6684 Columbia Park z Park Drive South w Jacksonville UJ United States FL 32258 T 904-504-6014 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF GREEN BUILDING DESIGN AND THE REPRODUCTION IN WHOLE OR IN PART IS PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF GREEN BUILDING DESIGN THE CONTRACTOR IS TO CHECK AND VERIFY ALL LEVELS DATUM & DIMENSIONS AND REPORT ANY DISCREPANCY OR OMISSION TO THE ENGINEER, PRIOR TO CONSTRUCTION, DRAWINGS ARE NOT TO BE SCALED THE ENGINEER IS NOT RESPONSIBLE FOR DIMENSIONS OF THE SITE PLAN UNLESS THEY ARE TAKEN DIRECTLY FROM A REGISTERED BOUNDARY SURVEY CARRIED OUT BY A LICENSED LAND SURVEYOR, THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL &/OR OTHER CONSULTANT'S DOCUMENTATION THAT IS APPLICABLE TO THE PROJECT, DATE: REVISION: WPM 03/29/13 ISSUED TO CLIENT PROJECT SYNOPSIS .................... PRO�JE�� ADDRESS: -88-t 31TON, CLIENT ATLANTIC BEACH, .. ....... FL,32�� ..... ...... ....... . ISLEY RESIDENCE SINGLE FAMILY RESIDENCE ....... ............ NUMBER OF STORIES: 1 CONSULTANTS MAX HEIGHT: (EXISTING) am TOTAL AREA OF UNCONDITIONED PACE: 107sqft (porch) TOTAL AREA OF EXISTING CONDIT ONED SPACE: 1823sqft project ggg orth N 01 TOTAL AREA OF REMEDIATED CO ITIONED SPACE: 350sqft APPLICABLE CODES: g\= A." "IDENTIAL IN W -- E -FLORIDA BUILDING CODE 2010 R -FLORIDA MECHANICAL CODE 201 N -FLORIDA PLUMBING CODE 2010 -NATIONAL ELECTRIC CODE ........... ..... ...... DRAWING LIST ZZ ZZ A100 COVER SHEET & SITE PLAN A201 DEMO FLOOR ROOF PLAN, IRGE SCALE PLAN SEAL A301 EXTERIOR ELEVATION PHO S A5 S201 STRUCTURAL FOUNDATION, GENERAL NOTES. ........... .......... PI ... .... C= , LOCATION PLAN ---------------------------------------------- KEY MAP Lai I PROJECT: ----------- ------------------ NOT TO SCALE SUBJECT SUBJECT NOT TO SCALE PROPERTY nun=* INTERIOR PROPERTY REMEDIATIONS dDRAWING: COVER SHEET x 9H DRAWN BY: PROJECT#: 2013-03-20 ;To DATE: SCALE: 2013-03-20 NOTED DRAWING#: Al 00 ISLIEY FRF., SIE) EENC EE I TFRI n' r? R 1= 4 1= n 1 A T I n ---------------................... ------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------_------------------------------------ 58l-011 -------------------------------------------------------------_---_---- ------------------------------------------------------------------ --------------------------------------------------------- ------------------------------------ -----------------_------------------------------------------------- z DaSnNG ------- --- ------ ...................... .................. ........... ..................................... ------------------- -DEMOLITION NOTES: ------------- ----------------------------------- ---------------------------------------- 15'-8" -----------------------------_ ------------------------------ ------------------------------------------------------- -------------------------------- /------------------------------------ T-911 --------------- .... 21-81# ---------------------/-------------------- 5-0 --------------- -------------------- 64Y4" oI0 0-0------------- F-011 ----------;,e--2'-411 GENERAL ........... ----------------- ------------------------------- EXISTING LOWER ROOF LINE ------- ---------7 1----------- ------ -------- —------------ --------- ---- ---- ------------- EXISTING LOWER ROOF LINE 1. DASHED LINES ON DEMO PLANS REPRESENT WALLS, DOORS, SOFFITS, CASEWORK ........... . ........ ---- -------- —------...... ---- ------------------------ —--------- ---------------- .8 U) :-7------------- TO BE REMOVED. --------------- .......... --------------------------------------------------------------------------- -------------- ..................... ... .. ...... ... ........................ -------------------------------- --------------- ------ ------------------ ------------- -----------------I.-....-- -- ---11 _T I -?- ...... ------------- rL -------------------------------------- ------------------.........4----------------------------.......... ............. 2. PATCH &REPAIR EXISTING ADJOINING AREAS TO REMAIN. ----------- --------------------------------------------- ............. ....... ......... .................. .......... ------------------- ------------------I---------------- 3. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE EXISTING SCREtNtU[_z�,. r% tXI'i I ING EXTERIOR WALLS -------------- ---------------- -------- .... VE. ALL-INCLUSI, ENCLOSURE REMOVE'....... ASSIUMBED TO BE 8"THICK ----------------------------- -------------- -----------I----------------- EXIST EXISTING EXISTING -----------------------------------------I------------I---------------------------------------------- AS REQUIRED TO --------------- ------------------------7---------- --------------7------------------------- ------------------------ ------------------- ----------------- --------..... ...... ........................ 4. IT IS CONTRA TOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO MASONRY WALL WITH EXTERIOR t --- .................------------ 3'x5'WINDOW 3'x5'WINDOW ------------- INSTALL NEW SCREENED PORCH ...... -------------- ----------- -------------------- .. .... -------------7 STUCCO FAUX FINISH -----------------------/---------------- ...... ............. ..... ----- - -------- ...................... ------- ----------- FULFILL THE'INTENT OF THE DESIGN INDICATED BY THE CONTRACT DOCUMENTS. ------------------ ---------- -------------------- ........ -------- ----------------- ---------- ------------------------- ------------------------------------------------- ----------------------- ----------------------------------------------- .......... .......-- -------- ------------- -------------_--- ................................... ........ 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE EXTERIOR WALL i I ,S TYPICALLY EXIST 7-------- ------------- ------------------------7 .... ......... ........... -------------- ----------- -----------------------------------------......... -------- ------------------------------------------------------------------- ------------------------------- --------------------- ---7 CONTRACT LIMITS AND NOTIFY THE OWNER IMMEDIATELY OF ANY DEVIATION ---------- ------- ----------- OFFICE REMOVE THIS PORTION -------------------------------------- ..................... . .. ........ ............................... ---------- --------------------------- .................. ........ 6. MAINTAIN ACCESS TO EXITS AT ALL TIMES. .......... ........ ......... z ..................... OF EXTERIOR WALL-EXISTING ---------- - --------------7 -------------7- 7 /---------------AA� /--------------- z--------------- ---------------------------------- -------------- ----------------------- ----------------------- 7. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND ACCEPTABLE MANNER TO ALL 0 -------- .. __ -----------7 ---------------- ------------------------ BEARING. SUPPLY AND EXIST z----------z ---------------------I----- -------- -------------------–----------- - -- z - ----------- ------ ----------------------------- -------------------------------—------------------------------------------------ ------------- ------- ---—--- ------------- ---------- INSTALL NEW LINTEL OVER (go) z AUTHORITIES HAVING JURISDICTION AND THE OWNER. L9j -------------7 ------------- 8, THOROUGHLY CLEAN ADJACENT AREAS OF DUST, DIRT AND DEBRIS CAUSED BY DEN SEE STRUCTURAL DRAWINGS ----------- I---------- I----------7----------------------- DEMOLITION WORK. x --------------7 ------------7 !� z---------------------------------------- -------------7 z__ -------------- ------------- ------------7---------------------7 Z----------------------------------- ---------- w cv) 4#4" + -- --------------------7 ---------- ----------------------- ---------------------- ----------------------- ......................7---------------I------------------- ----------------------- --------------- 7— 9. BEFORE NEW WORK BEGINS, RETURN ADJACENT AREAS TO CONDITION FOUND PRIOR EXISTING UPPER -0 ----------------- REMOVE EXISTING --------- EXIST 1 — ---------------------------------------- --------------------------------------------------------------- ------------------ -----------------------7..................—7 -- -------------7------------------ ------- TO START OF DEMOLITION WORK. EXIST ROOF LINE DOOR&WALL -- - ---------------- ----- ------- mij ---i ------ - --------------------------------------- ----------------------------------------------- ------------- -------------------------........... ---------- I............ ;_ --- E------------------------------ ...... ---------- ----------- ------------------------ 7 ----------------7 7.1 9 H - ----------- .........------------------------ -------------------------- ---------.... ---------------- ..........................---------------------------------------------------- ------EXI-s-nffG - OMPLETELY z--------------z ---------—--------—----------7-------- -------------7-------- --------------7-------- ------------ -------- -------------7-------- --------------7------- ---------------;—-------------------------------------------- WINDOW 9CT) IMMEDIATELY IN WRITING ALL WORK SHALL BE DONE IN PROTECTED SPACE. NO DUST --- ------------- ......- -------- -----........ ---------------- ------------------ __7 ........... .............. ..... .................... --------------- ----------7 ...... EXIST HT COA # 28891 ............ .. 7 ----------- OR DIRT SHALL TRAVEL FROM CONSTRUCTION AREA TO ADJACENT AREAS PER OWNERS /--------------- ----------------------I-----------------------7 -------- -----------I --------------------------------------- ----------------------- ------------------------ ------------------ - ---------- ------------ ----------- . .... ........... .......... i .........----- ------ ----------------------- ---------- BED ROOM - ------------------- --- ------------- ------------------------- --------------- ------------------------........ ............... ..................------------------------ -------- ---------------- --------------7 ........... ........ ON -- -------------- -------- -----7----------------------- ........... ---------�7�U - -, z__ 7 3#- ----------------- 11. TEMPORARY DUST PROTECTION SHALL BE ERECTED PRIOR TO START OF WORK. ---------------------- ------- ------------------------------------------------ ----------------------- ------------ -------- ----------------------- ----------------------- -------- ....... ........................I-----------------------........ ...........7 ------ ---------- .... ............. ........ ...... ...... - -------------- TO! EXIST 12. PRIOR TO ANY DEMOLITION,THE CONTRACTOR SHALL COORDINATE BRACING AND rt------------------ ENLARGE j AS ----------------- Park Drive South F- MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING R DASHED IN EXISTING Uj EMOVE ALL ITEMS NOTED 7 XIST EXIST ACCOMODATE EXIST STORAGE ---------------------7------ -------—---- ------ ---------- 00 NEW 3'-O"WIDE --------------------z--------------- ---------------------------------- ------------------------- ---------------- ------------------------------------- -------- Jacksonville 0 BATHROOM SEE NEW LAYOUT ------------- ------------ AND ITS SYSTEMS AS REQUIRED. BATH �OOM KITCHEN DINING ROOM -- -------------------1: DOOR.PATCH - I - &4 THIS PAGE AND MAKE GOOD ALL DOORS 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPORT OF ADJACENT STRUCTURES z j ALL 111MENSIINS SHOWN ARE E.ISTING UNLESS NOIED IMIERWISE,ALI DMENS*N.E..11NG OR NEW REIIIARE SITE VERIFICATKIN 4, United States z &MAKE GOOD 0 WORKS TO ACCOMODATE. ARE EXISTING p DURING DEMOLITION AND NEW CONSTRUCTION WORK. ---------------- ---------------- UNLESS NOTE ---------- TO MATCH. -------------------- ------------------Exww -------------------------------- 14, THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, SCAFFOLDING, FL 32258 C11) INCLUSIVE: -------------- 3/A201 ROOF PLAN OTHERW -FIXTURES ISE -------------------------------------------------........ ------------------ ------------------------- WHICH ARE NECESSARY TO PREVENT COLLAPSE, SUBSIDENCE, DEFLECTION OR ANY OTHER -ALL FINISHES T 904,504-6014 TYPE OF DAMAGE. -0"=1/8" SCALE: I' C) -PLUMBING NEW INSULATED 3'-0"WIDEx6'-8"HIGH DOOR SEE 8/AD201 15. CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH OWNER TO IDENTIFY ANY to -ELECTRICAL Cool &FRAME WITH ' LITE FROSTED FOR PRIVACY.COMPLETE ----------------- ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION ---------- BREAK OPEN SLAB AS w WITH DEADBOLT AND LATCHSET. 16. ANY FLOOR OPENINGS SHALL BE COVERED DURING DEMOLITION AND CONSTRUCTION. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF TO BE CONFIRMED WITH OWNER CONTRACTOR. ------------- REQUIRED TO INSTALL NEW T-5�/4 31-Ol I -----/---- GREEN BUILDING DESIGN AND THE PLUMBING PATCH&MAKE LL NEW 3'-0" D! i REPRODUCTION IN WHOLE OR IN PART IS OOR ................... ENLARGE TO MAKE FLUSH WITH 0 7' PROHIBITED WITHOUT PRIOR WRITTEN CONSENT GOOD TO MATCH EXISTING ROOF HIP LINE OPENING FRAME I Cf) I -------------------------------------------------- .......... ------- ..... ---------- ----------------------------- ----------------------- LINE OF EXIS OF GREEN BUILDING DESIGN TING TO SUIT. NEW X-O"WIDE THE CONTRACTOR IS TO CHECK AND VERIFY ALL ------------------ FT EXTERIOR WALLS -------------------------- W - ATCH LEVELS DATUM&DIMENSIONS AND REPORT ANY DOOR. P DISCREPANCY OR OMISSION TO THE ENGINEER, &MAKE GOOD --------------- ---------------- 51-8yA 0 DRAWINGS ARE NOT TO BE SCALED w TO MATCH. 6y,- w AIRIVAPOR BARRIER C? 2 1 z -,,C'4 ----------------- DOUBLE SWITCH DIMENSIONS OF THE SITE PLAN UNLESS THEY z -- ----------------- to L.L REMOVE I HIS POR I ION UNDER STUD&UP FOR FAN AND LIGHT ARE TAKEN DIRECTLY FROM A REGISTERED S/ 0 x IED OUT BY A 0 w DETAII 0 OF WALL-NON BEARING OUTSIDE OF WALL too LICENSED LAND SURVEYOR.THIS DRAWING IS TO BE READ IN CONJUNCTION WITH NEW WALL STUD-CONTINUOUSLY EXIST EXIST 2 EXIST A WRAP OVER TOP STUD. OTHER CONSULTANTS DOCUMENTATIONTHAT OTHERS EXIST IS APPLICABLE TO THE PROJECT. EXISTING M A ------------------------ .......--- (L PRESSURE TREATED 0 - ---- x w EXIST EXTERIOR FINISH BY STRUCTURAL,MECHANICAL,ELECTRICAL WOR z NEW x FAMILY ROOM 1 BED ROOM BED ROOM LINE OF EXIST Cn BED ROOM BATHROO PORCH 0 PORCH iw EXTERIOR ---------- EXISTING EXTERIOR PLYWOOD WALLS Cf). . . zff 0 z Z_ WALLS ASSUMMED AIR VAPOR BARRIER Uj EXISTING TO BE 8"THICK 2'X4"WOOD STUDS @ 1 t EXISTING EXISTING 6"cx z J I 3'x5'WINDOW VOID FILLED FRICTION FIT 3'x5`WINDOW 3'x5'WINDOW �X MASONRY WALL WITH w 0 LU 2: U_ EXTERIOR STUCCO FAUX ::::: FIBRE GLASS BATT INSULATION 0 w RECESSED ......... . . . .............................. ----------- :,:�:: L_: L) z 8 FINISH TYPICALLY -5'GYPSUM WALLBOARD w z -------------- LIGHT IN EXISTING EXTERIOR WALLS 0 CEILING WALL ASSEMBLY RSI 0 ASSUMBED TO BE 8"THICK EXISTING m SUPPLY& INSTALL ABOVE DATE: REVISION: L -----1--__. ------- ---------------------------- - VALUE TO CURRENT ------------------ OPTIONAL SINK MASONRY WALL WITH EXTERIOR, 3'x5` WINDOW i 03129/13 ISSUED TO CLIENT CONTINUAL INSULATION ! BUILDING CODE. El > EXISTING UPPER ROOF LI LOCATION CONFIRIV�- GASKET BETWEEN STUCCO FAUX FINISH NE- EXISTING UPPER ROOFLINE---------- I I I Uj NEW GRAB BARS R TYPICALLY WITH OWNE t 'CONCRETE&BOTTOM OF D --- I I SEE DETAILS THIS co WOOD WALL STUD. < CEILING ----------------- PAGE ------------------------------------------------------------------------------------------------------- ---------------- 5'-0" -------------------/ - 21-8 /----- -------- T-61' �------------------- 51-21f ------------- 21-4" -- -------------------- 51-011 ---------------- ------------------------------- 8'-3" -----------------------------------�/ __11 6-1�/4 I ------------------- ------------ 5 -311 --------------------------------------------/ 5'-0" ----------------- ------------- ---------------------------------------------- 9' 81: CONTINUOUS SEALANT- -------------------- 47v-011 ------- --------------------- ------------------------- ------ ------------------------ -------------------------- -------------- ------------------------------------------------------- -------------------------------------------------------------- /-------- ----- -------------- ------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- ----------------- -------------/I -- --- ------------------------------ NEW WATER CLOSET --------------- -------------------------- ALL DIMENSIONS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE.ALL DIMEN94QNS EXISTING OR NEW REQUIRE SITE VERIFICATION SEE DETAILS THIS PAGE MIN oHIGH FOR FULL LENGTH OF EXTERIOR -c:- CLIENT NEW RAISED PORTION OF WALL. CONCRETE FLOOR 1 /A201 DEMOLITION PLAN ALL INTERIOR FINISHES RAMP DOWN FLUSH TO A z SEE STRUCTURAL GRADE SEE DETAIL TO BE S SELECTED BY OTHER��, DETAIL A ISLEY RESIDENCE PATCH&MAKE GOOD DRAWINGS CONFIRMED BY OWNER. SCALE: V-0"=1/4' ---------------------------------------------------------------------------------------------------- ---------------------- ------------------------------------------------------------------------------------- --- ------------------ ------------- ----------- 581-011 ------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------- ALL SURFACES TO SEE STRUCTURAL ACCEPT NEW FINISHES ALL EXISTING CEILINGS MODIFY EXISTING DO)R T 7 -0" U') CEILING HEIGHT ---------------------------- SUPPLY AIR ----------------------- ASSUMMED TO BE 8' ----------- ------------TO ACCOMODATE RAIS 'AR ED WALL ANTICIPATED TO SLAB. --- --------------------------I VENT TO BE ------------------------------------ CLEAR UNLESS NOTED LOCATED ON SCONCE OTHERWISE.ALL NEW i:SITE PRIFY BE 8'-0"CLEAR LIGHT/X AD201 6 SITE. PARTITIONS TO GO TO --------------- ........................... -------- BREAK OPEN SLAB ------------------------------_ NOTE: ------------ DOUBLE UNDERSIDE OF EXISTING AS REQUIRED TO SUPPLY& SWITCH r INSTALL pr,oject FOR FAN DOUBLE SWITCH ------------------------------ INSTALL NEW CEILINGS UNLESS NOTED PLUMBING PATCH---------------------------------- D2) OTHERWISE. SOLID WOOD AND LIGHTS FOR FAN& GHTS( north LI --------------------------------------------------- 4 &MAKE GOOD TO NEW FIXTURE SELECTED BLOCKING MATCH 0 -------------------------------- ---------- 0 BY OTHERS �H EXIST 5�x ST., - BEHIND WALL EXIST OFFICE GF1---------------------------------- SEE DETAIL THIS PAGE FINISH TO ........ 5CREENED. ........ ...... \------------------------ ... . ............... DEN EXIST NEW 6'-8"HIGH— FOR LAYOUT EXIST ................. MOUNT GRAB REC __T_ POCKET HOLLOW BATHR90M BATHRCIOM ------------- REMOVE ALL ITEMS RESISTANT BACKER -------------- WATER PROOF BARS co CORE DOOR&FRAMI 5/8" MOISTURE RE &HARDWA ----------------- LIGHT FIXTURE ------------------------------------- EXIST TUB AREA RECESSED CEILING cc-� 0 ow ED TO SUIT BY OTHERS BOARD AROUND -------------------------------- NOTED AS DASH E W CEILING HEIGHT EXHAUSTFAN + ------- ANTICIPATED TO 0 S MAKE GOOD WORKS BED ROOM TO ACCOMODATE ........... -0"CLEAR BE 8' 4?CT --------------7 1 . .. ........ -7 ELECTRICAL NEW 6'-8" HIGH POCKET HOLLOW ............. WA k CORE DOOR&FRAME & MECHANICAL e---------- 31011 HARDWARE TO SUIT BY OTHERS HVAC TO BE EXIST NEW 6'-8*HIGH CONFIRMED ISTI : EXIST HOLLOW CORE EXIST A ko %A/?r STORAGE BREAK OPEN SLAB AS BY OTHERS OOM --------------------- ............ KITCHEN NEW DINING ROOM . .... .... DOOR&FRAME REQUIRED TO INSTALL NEW BATH OOM &HARDWARE TO SEAL PLUMBING PATCH&MAKE BATHR SUIT BY OTHERS ------------- GOOD TO MATCH ----------- TM NEW ACME HOLLOW 4/A201 ENLARGE BATHROOM PLAN 5/A201 ELECTRICAL FIXTURE PLAN solv)wee– 0 30 CORE BI-FOLD DOORS 9 6'-8" HIGH. BUILD HEADER ---------- -------------- to SCALE: 1'-V'=1/2" SCALE: V-0"=1/2" ...................... .................... ..................... OVER FINISH TO EXISTING 8'-0"HIGH CEILING. PRIME NEW 6-8"HIGH &PAINT TO MATCH EXISTING HOLLOW CORE 9 DOOR&FRAME &HARDWARE TO SUIT BY OTHERS ---------- ------- --- PROJECT: ........... 1/2 LITE FROSTED .........................I........... .......................................... ------------- ------------ ------------ e------------------------------------- MIRROR CONFIRM WITH OWNEF ---------------------------------------------------------------------------------- RESIDENCE ----------------------------------------------........... ---------------- SEE PIANS------ -------------- ------------ -- --- ----------------- REMEDIATION N ----- ..... -NEW DOOR&FRAME 6-93/4" MIRROR --------------- ------------------------ TILTED AT —-------------- --------- INSULATE ALL EXIST EXIST EXIST EXIST NEW PARTITION---------- 15degrees EXPOSED PIPING DRAWING: DOOR HANDLE AS 0 % 6" 51 BED ROOM BED ROOM BED ROOM FAMILY ROOM 'GYPSUM WALLBOARD DOWN SELECTED BY OTHERS 8 3'-O"MIN. EACH SIDE OF DEMOLITION PLAN 2"X4"WOOD STUDS @ 16-c.c DASHED LINE LL -0. PRIME&PAINT TO MATCH ----------- -------------- 0 INDICATES REMEDIATION PLAN NEW RAISED WOOD DIMENSIONAL FLOOR SEE STRUCTURAL EXISTING. ------------ - ----- F-: 0 LARGE SCALE PLAN CLEARANCE DRAWINGS CD .......... ............... ----------- ........... ----------------------- ...... -------- -------------------------- ............. ............... ............ x ====��RAB BAR --------------------------------------------------------------- ------------------------------------------------------ --- ---------- -------------- ------------ WITH Cm E ................ \----------- C� DRAWN BY: PROJECT#: 9 ----------------------- -------------------------------- GRIP 2013-03-28 Z C ALL DIMENSIONS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE.ALL DIMENSIONS EXISTING OR NEW REQUIRE SITE VERIFICATION KNEE CLEARANCE STAINLESS STEEL OR ------------------------------------ El ALUMINUM KICKPLATE DATE: SCALE: 8"MIN. - - -------------------- ---- --- ----------------------- CONFIRM WITH OWNER 2013-03-28 NOTED 6m MAX.TOE ------------ .......... ......................... DRAWING#: - 471-011 2/A201 REMEDIATION PLAN 6/A201 ELEVATION 7/A201 ELEVATION 8/A201 EXTERIOR DOOR AD201 2 SCALE: V-0"=1/4" SCALE: V-0"=1/2" SCALE: V-101"=1/2" SCALE: V-0"=1/2" z .... ...... 4 U) XxXxXX W 0 N z k 0 Al. 0 , COA # 28891 6684 Columbia Park z Park Drive South PIP UJ Jacksonville United States FL 32258 W T 904-504-6014 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF GREEN BUILDING DESIGN AND THE REPRODUCTION IN WHOLE OR IN PART IS 1 /A301 PART NORTH ELEVATION 2/A301 PART NORTH ELEVATION 3/A301 PART NORTH ELEVATION 4/A301 PART NORTH WEST ELEVATION PROHIBITED WITHOUT PRIOR WRITTEN CONSENT ......'. OF GREEN BUILDING DESIGN THE CONTRACTOR IS TO CHECK AND VERIFY ALL LEVELS DATUM&DIMENSIONS AND REPORT ANY DISCREPANCY OR OMISSION TO THE ENGINEER, W PRIOR TO CONSTRUCTION. DRAWINGS ARE NOT TO BE SCALED THE ENGINEER IS NOT RESPONSIBLE FOR g, DIMENSIONS OF THE SITE PLAN UNLESS THEY ARE TAKEN DIRECTLY FROM A REGISTERED BOUNDARY SURVEY CARRIED OUT BY A LICENSED LAND SURVEYOR.THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ........... :7 pi ....... ..... STRUCTURAL,MECHANICAL,ELECTRICAL WOR OTHER CONSULTANT'S DOCUMENTATION THAT IS APPLICABLE TO THE PROJECT. ........ DATE: REVISION: 03/29/13 ISSUED TO CLIENT g., W CLIENT ISLEY RESIDENCE NMI 5/A301 PART SOUTH ELEVATION- 6/A301 PART SOUTH ELEVATION- 7/A301 PART SOUTH ELEVATION 8/A301 PART SOUTH WEST ELE' VATION I, 4t Nproject north 4' ComerTft TV, i— Owy 1:9- W -- E 1 I'V2. vs, S TOPVIM- sm I wp ................ IM . ................... Nil ....... ........... SEAL W, pe ECTNE VIEW &TA. 0 BNOWN HE"AS. W46W I" Lffr HAND Features: -DNW*d to f4 in vVw*ofy"cuffwt 0 -&ft up aw*r W" haVA Is d ed for mw of sgtd%e "nding 1�a 4mmative door destmw fat awy It" -Reffalft OW oW a lftWm wawa Lo*WWI su w"Isam,we I ply-wd baddN t ---------- -Alwsx you ow %nw"b at of q&w uW I it fhmuo a 2r PROJECT: -a"=uwrxwww for*ft"(w biry RESIDENCE 9/A301 PART SOUTH EAST ELEVATION- 1 O/A301 PART NORTHEAST ELEVATION PRODUCT SPE FICATI S: ------ WelkAn boMb*th beaw be of plawt 1111"F41488 "Mawaldw REMEDIATION st"I ftw WA have 2 0 ftnt for*MwV and swWrwk -The wo syAm*wM be rin Item becutiolowftwing C.S.I.FORMAT SPECIF LAW-E PRODUCT INFO ACCESSORIO: DRAWING: 44MMnOw-Faefty 40ARD: RMW by 0"we non EXTERIOR PHOTOS -c4lamwhke as sawm1wd. -Ahm ev*"vft WN in m"colim A.tub 6 OF EXISTING BUILDING QN&M -Hwd ahu~ 246"VK ty t*1 ELEVATIONS -TOW wvvi 70f Ibbi r, waftr -Gmb b" an wall suffatod eppw�90 bs. -Cugbxn <"Wa 4*00w wk DRAWN BY: PROJECT#: 2013-03-28 DATE: SCALE: 2013-03-28 NOTED DRAWING#: 9/A301 WALK IN TUB SPECIFICATIONS §UGGESTED ONLY-AT CONTIRACTORS DISCRETION AD301 I - - I I I I i � � I I I � I : � i ! . : i I : I ! ! � i : : : ; : ; I � � i I ,I I I -k i ! I I I I � i I I I - . i : I I I I � ! I . - I , I I i I i ".. z � � I I ! - .I� i . . I : ; ... , ... I � 2 i : . i � : : � : t I -------� i : I : ; � I : (D : I C_ s l GENERAL NOTES: ; I I I . 202 i i � I -�_ ; "'.'' I I I . ; ! �...... i I ; i ! :"... ... ! .,"' 1, I ...- ?"'.."; ! - �"-" : :`ii��.��'_ .. f .-il �:��'!'.ii 1 51 : ! :'l -011 : ! ......l.1 X-1 .' .'. i.".. . .. I / 1:1 p : I. : ELEVATION Kllpli!!��...�---.. - t .'. "....,I I ..'I I . - ; : ..�,.",..",.. . U) ! I I i : �0�0�mmi�'**..;. 11, I i : wm*'***I*�--..� ".'� : FINISH FLOOR ELEVATION(SEE PLAN) : ... �� - .*l::-.-:':i:ik'.*"n' __ '��,i k / I M ' ' -------a 7�7 ------------- �-' .� ; ; ......."......'..". . . ..' ...' i ; �'-::-::-::-*::::'-:��'.'-.�' , , . - - : ! .�-I! x: .. ., _ . 4 . . , 1 . . . .. � ':� I 1: . �l , Uj �.� . ; ; i . . i 1 ; .1 i ,:. :41. : .,.. : .14:1 . . ' : i -� . . . : i gg-.';-@� ' I l. - .. * . '��g;��.�%.`111 : .111 . _.� 4 _ . i _01mix.ii :Z:wl' I ... ..: ��'.. � .1 . i . 'w". = I I : 1�1� � . . . * . i : A.COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:3000 PSI ; . ! I : i , :' : ...' i ; I i 9 ,. 7 i i i ... ..............I,..... 0 1 " .!, ..�" '' . ' ' ' i SLABS ON FILL:3000 PSI ALL OTHER POURED IN PLACE CONCRETE:3000 PSI GROUT:3000 PSI w : iA . . ; i . . ' '' RAMP DOWN : � I i ;t . .4. . i , . A I - i : - I - I ! . . j. . . .'� .' : i 1. i : . � I 'I :i_� - , . . I A . I I . .1 .'. � ' . , FLUSH TO GRADE : I . � � I - I " _�.. , ... 4 : B.TEST:A MINIMUM OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CUBIC YARD OR ; - i 1. . .�. . �. .j ! : i 1, "I I . . . . l 'k . : . I � � �, ..i l SEE DETAIL TO BE i PORTION THEREOF.SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-39 ONE AT 7 AND THREE AT 1 . -Vw . (D I i I .-Nr% . , 1. ; 1 1 . 116 . 1 l I'll . � I - . i i I �. I I : �.' -, !t ,� � 1 CONFIRMED BY 28DAYS i 11 - � I I I I . i � i I : . . . .. i I I ; . - 1 ; ! :�."I . '.... �.I .. : ; - : I ... : I � I :, � �i OWNER. : ; I ' : ... : I , - I, : i . I z � I .- �% ,. ...I : I : ; I 1 581-011 - �_ : ; i / � , . I... . . , - -11, C.COVER:CONCRETE DEPOSITED AGAINST THE GROUND:3' . I I = I , w � '. . - : � : : I � � , . .: : i i,- "...' . . i i I . . ' i : : FORMED CONCRETE IN CONTACT WITH THE GROUND:2' 1 i 0 . I 7--- i : � i i" .. - : LIIEVEI_41� - .. 1 ---i CONTROL : ; l : : . I �'__ ; � I i , ; ! __ : ! . � � . : f SLABS INTERIOR: 3/4' : : ; . . . i JOINT BETWEEN ! ! : ; �.. ; . i . : 16 !".: �WOING, ' . X � -1 i : 0 i . ... . , ' ' 1 ; : REMOVE MASONRY FULL HEIGHT ADD .-� . , . . / ; ! SLABS EXTERIOR: 1-1/2' i I I . , . : ! . . , I . .. i i !.. . .' . I 1 / ! : ! . . .. I., . . i I I : � ". , �. � . . �. � .11 : I NEW&EXIST t ; : ! ; i . .. . i : ! t : ; I : 2-2x8 BUILT UP LINTEL CRADDLED INTO I. , 11 :'�I :'; .: : / i i t i .j : i i I i _ ,1 , . I ..�. i i : : ; I:!:,...,. ; / ; : ! . ; . . i I I : I ; SIMPSON STRONGTIE#HGU� FL27 - FLOOR SLABS i l : SLABS ON FILL: PLACED ACCORDING TO ACI 302 ! ? ... '� .'� .4 , ,�.�... 1 : . : ! I 1. I I: � ' I . . i - ; � - I ! I I : � 1 , i I ' ll 11 � "I"I'l----_ 1 7--------�------I . . 'I'll I____ - - -11 :':':::::::::_::_�' !!:!!: . ," : ! SECURED TO CONCRETE BLOCK WALL i ! i ......... I I I--1__ ::�:�;��:�:��:::� , , ",I I \ ! : i j::,,, ,,,,,,, .... .."'I"'I"I"'I" ,,"______,_""'V......vv�_�,":,l 1__��::�.��::�:i� :� -.1 : � , : I 11 I "I -.................... � , ! : ' ' '' '' '.- :: ,.::::..I 1, �, jI------------------------ -----------------I ......"I ; -I——.... . . .. , . 11 I 1-1�.�.... ... I� , ; i '_ ' .. .___---.----- "]�]:]�]��]�]�]:]�]:]:��]��]�]�]��:��]��]]:::]i�:,' , , """ , , " , ,"."..'... ... li��i��ii�;��l�l�l��l��l��l�I i � I , i -----I-----------------7 I'��:�!�i�:�!�:�:,��.��:�!�� i END BOTH SIDES. TOP OF BEAM SET i 7 . 11'1.�'_ "''"' - -111.11 1-1-11- ,, i ---------t `,�:��::��Z:::�:::........ _ .....I.I......., ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS.USE WTHICK - 11 I-—I",-.11-__1 - ! : � I � ------------------------------------------- - ; '.......... i : .- I .............. - . : .:,.i ' . . - .' 1 . '-_.: , . � , i D I . - -:. .., 1. I I .1 i .11 . I : . - . I I ;:' i I----=---------------- I- i ...11.1 . : ' 'a .. I � � . � . i i PRE-MOLDED JOINTS FULL DEPTH OF SLAB. i i - . : .. , : ..: L - i I i ; . , .... ". ...' . I . t. - �l I � � ....'..'... FLUSH WITH BOTTOM OF ROOF : ..,.:., :.- I . . , . - .."'.".., ! ' . . .. I .. "','...... i : I . .. � I - : ,.'...'.... . ! : 11 .. " , . . � .......".... ; � At: , I . --- .. . . .' : ......�., I � I.... I I ..._ : i ., ., ; I . - . ! I ,�.. I . . I ..I I ," : ,..,..... I ... . . ., "', i -, : - '.....1, . i i . .. . I .. .' I I .' ' ' : '.. ' ' . : / I" i .- : COA # 28891 00 1 4 � I . . "', I : .'. � - . : . "".. I TRUSSES. SECURE TRUSS TO BEAM : . . b .�.�. .. 11 q 1* . I - . I ."".. ; I i I .1.. I , .1 ,... I i l ; : . �. . . . . .. ..".. I CONTROL JOINTS SPACED AT CENTERLINE OF COLUMN LINES.PROVIDE INTERMEDIATE JOINTS AT A : -t . , ,,, b,. - , 1. . � I..,.. 'M�_ / .. ! ; : I . � . I . ..., I I WITH SIMPSON STRONGTIE#H1 0 -----b------------ : . .... - � I ., i i I i � : . . :. .. .I .". -1 " , . . . ..' I : i I - : . , I ., 0 "I'll SPACING NOT GREATER THAN 20 FT.4"SLABS 1-1/4"DEEP TOOLED SAW CUT : I . I . . . I . �. , ��I : "I'll, i I . ; .1. I'll, ..; . I .... : -11 ; : "I . I . �. .... : _ - ! 11 I... i ; 11 i ::: lq� EXIST�-' .. I .- I.. . � . 1. I I/ I .... EXIST ! 6684 Columbia Park . . . . , . � .1. i: : � I ; I i i . . . . .1.1 i JOINTS MUST BE SAWED BEFORE 24 HOURS AFTER CONCRETING. . . _ I .11, i : . . I . - - 11 l : ' �.' -- - EXIST ; ! : ! w I 11 - Ill . I : . . ''I - � i "I ; : .1.1.1.1......."I'll", I-. .1.......... - � -V1,1- � .1 _ 11 ..............-..-.---. 11 : � ...��................,.,.,.,.,.,,.,",","'"' I'��......,.,....................."",.,.."",.,..,.,..,.."."I .............."."''', 'v1:1 � , ' -111- 111.1 ; i ': : I � I I -...................... I I ��.�'.."�............,........"....,."...�....,.............,..., . ._, "..,I . EENE I : i \: . .SO 1 7 I . I : OFFICE z ! 1%1 �...�.�'....��........�....�'.....,.,..,.,..,.""", ..........."'I.I.. .......,............."11.11 I'�"-�,,,�,,,,,�,,��:: ::��...�...""" :t. , M .- D-RIORCH " ' ..'fv"_ -'-1 ., ----==-9 : . : I 1.�,.,...........,,....."'..."'I""', .......... .,...�,.�..........,.,.,................,.,.,".,,. : ..., ' .. .. .. I.. I . I I . - I .... " ........... -1 .11 I ......I-- I - � '�'�'��,� ,��,�.�........,.".,. .................,...��:��.,:�::;::..........�� ::,�]��::��:::��::��:��l"..,..�.,.�....,...,........�....,..,..,.,..�.."",-,�-�- �..." . .. . . 4 . .11, �... DEN ; ! i Park Drive South , ........ ....................... --....-.1.........� , �. I - . �' � I ,", - i i I 1% � .............................."."."","""",'I'l",",","""'I ... ............_ �. I � :�I 11 � 11 I .�.�.��.��.�........"."""""""�j��;��:��::�,�': "� ��!��!i��!��!��i��i��i� ............. � �11.1 -.111-, " .. 1 . . . . �, Ill CONSTRUCTION JOINTS MUST BE PLACED IN THE SLAB WHERE CONTROL JOINTS ARE SHOWN.WHEN I - � _.....,,,,. ...........-.1-1.1-11111 I-, ---.11.11.1��-I�' -1-:1� .1 � . .1 I � .. . �,,, : i � � -11. . A ... . I ,---------------_ I i : i I � .� . , - i 11: � , 1,11 I""".... I 11.1 V_I 1,111, I 0!:.o,., , ,,, .. ,,1,111,11", 11------I-I-.... 11 : : � I ,"I I I � - I .11, w ,".- jxx"] , � I -""" f ,", CONCRETING OPERATIONS ARE CONCLUDED FOR THE DAY,CONSTRUCTION JOINTS SHALL BE FORMED 1 1 11 , I �ii -NM'.RAt$EDfL0qk " . .. , -"I'll", i :11 i � . . . __"' I � i I : I 11 jxxxj �� I - I I", / ; : ! .. .. .. 4' " - : i : � 11 I I � . 11-1 rb I(01 i:i : ; WITH BURKE KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL. i i I I - , , I 'I -) Tiii�� Jacksonville � 11 .."111111111", ....... i b ,.."I", ; 11 "I "I'll", ..... I :," / : . i ; : ...... � "I'll, - . - :. .. "I'll, I " :.'TOP'O�F_XIST�KGOR*-4 i- I 4 I .b. ,I",, : ", . ! l : . I I . I i : i ii I ' Ap - . . I 1.11, - 1.I 11 I 11 I I I I ,� . , I ,* * �' - ... ., .�:"I", I 0!j i"I'll . I : : , I . ' I I U, I � / i i : I i i ..".1", I.. .. � . . . . . - ... : Uj i . :: � '� I �� :�:.... '. 4 1 .. , �...4�� : - . I .- i I I : l A.VAPOR BARRIERS:WATERPROOF MEMBRANES(OVERLAPPED VAT JOINTS)WITH A PERMEANCE OF ; i :: . .. � .1 , .'. I b . I �-- I/ ; 1 : ; I United States I 1. I I .'' . . � * _", 1- I . i "I'll ..i. . , � I . . I - I'll, a M . : : ! � 1.1111, < " .. . . 0. I ... 11 -11 ; �...... ""..I .,I . I .. . . . . . .. I . " :", i 1 : ; OR : . . ' -1 : ; : ,....... . ,. 1. , A .. N . I I . 11� I I ; -_ . , ; : LESS THAN 03 PERMS IN ACCORDANCE WITH ASTM E-96 SHALL BE PROVIDED UNDER INTERIOR SLABS . I -� . . ' A, ' . . -1. t - - I � I .11 I : _ I i I � . .. � . . � � i i i : I I I I . . I , b , I . : i 1".. .i: . ! ; .. .. . .: . . ��:��'�x :..... i i ; ....-I . I....I .:.:.x'�:�-' . .. ". , ' . ". �. : I . .., I .1. .. I �, I 11 : i : SOFT SPOT IS PERMITTED. ; FL 32258 ; � , ' -... , . . . . . . . .. " . , j�%�' : : : I..... . . 1 � * . -11,11 '... : : i -...x'...... ......"..' �' .. . .' ; . . �. � .." ---,\ r .11 i i i i i .1...I . .. 1 1 " . _ .. . I I . .. 0� . . . . - I .. : ... I ..........'..' � " . .. ' . � . �' ,.. I I . I....III : i � .1. -.... m - ".: ', ,A . : .' .. . I B.WHERE NO VAPOR BARRIER IS USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE I � .I,,b . ! i I I , . I I i -.. ! . i ----- :'I","", # .. 1, , .1.A::::-- - I � :11," l . I al . 1, . 4. . 11 .1.111 _: . - - .1 - , . ::::�::X . . � -1, I . I ,,. : I i - : : . � . � ! : � i i ... . �" ' ..' ' ... . ., - \ : ! T 904-504-6014 "....'.. " .. . ... . i i ... . . . � . I i 1 OF CONCRETING.NO FREE WATER STANDING ON THE SUBGRADE,NOR ANY MUDDY OR SOFT SPOTS ARE t I_— I I . _ I........ . . ; f, I , . � �, 0 . I .............. � ..' .. I -1 : ......I . !!" �� .. , . �� I I ... ! � . . " ;i��; .." ! I : . .I . � � . � t I'll : ".1"."., . . 1. .." 11 i : i : ,"I"'I",,,A :-�. I " I , , 1 _::::: 6 1 .1. \ t . ; : 0 "',,"" .�I..".., 1. . ". . - I ."..".."". . . . . I .1. PERMITTED. I.", I � ",", .... �. : : �....... ; . .� A ... �...". 11.1 � : ..'..." ! . � . I ,. ,. \ ; I I : i i � I'll , ! I �� '' �.. . . . - ""I'', ! ; ! I'll .... 1.,� . . . -111 ., 11 � . -, � 1, .' ��- �� \ ,,." C.ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL IS TO BE ISOLATED WITH 1/2"THICK � I �I'll, ! : ! I � . � "'' .. ... � -11 . "... ,,�. .11. �' ... : ! I ., ," � � 5� ''I I..... l < ...... q .-b I -I .. ... . , , ..' . . . . � !�_ I I � i M. . - . . . '_ I � � i .1 : : :- .' _ A I I . . e.: ' r I .11. i ! i - 1.111, I ...". I � i I : : EXIST ":' ,"'I", , .........'..1. ....." - ! : ! "", , �I. .... I I : ; "". �', ", 4 - ::11 --,V,....,...... ..."."'.".. I � : PRE-MOLDED JOINT FILLER COMPLYING WITH ASTM D-1752 TYPE 1. i "I'll'-,...... .1.111, .1. -,'"'I'll,....... .... . � I I , "",," . I : I , . . �' I I "I'.." -.11, -.,.. "."'. " - I -, , ...... ..".. xl I[ : I I...,.,..,.....�....,.,.....".�"..".,1,11 " : 11 -I", � .".."",,. ..","', -, ,, ,. � �� .- .:.V: . I I ! , I ...I , - '' I- __ 11, � � ,- �._ � .1 I : ,:,:,,::..::,::::::::::::::::...........�.�� ,. 11 11 I.I....1-1.,"..'..",I.. 1. 1, : ! , . �� _. ... � - - � � _ - � 11 11 -.1.1 I I - I ........ , , I'll - : ...-1..............I", .I �_ � � I I � ,',,....., ,.. I I � �- ��nx��,,::.�:::: ::�::::�i�:��:�l:� �_',"::'.. � :114� "....I.I.. ..___.....� � � , I ,, ,".-11 I I I 11.1..... ..''." I . I I .. .", I I - ................ i___ I �.............. ." . ��%j I - � ., � � - ............1-.........��:::�:::�:�:�:��]�l�-.--.1....�...I-�......... , - � � � . I ! ; F.FINISHING:NO PREMATURE FINISHING SHALL BE ALLOWED IMMEDIATELY FOLLOWING FLOATING. ! : �I ! ," .1 .11,11, i "...".1%, I : ; i ...... i . BED ROOM � : - I ...... � - 111. "'.."..., � i - - : THIS DRAWING IS THE EXCLUSIVE PROPERTY OF I I - i - ....'.'....'. � I. ...."........ ,,""I'll, 1,- ; "..I., I : TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED.BROOMING SHALL BE DONE 1 GREEN BUILDING DESIGN AND THE I �....."I 11- ' ,, � .... i � I �. ...I... I ......I - ....... - I.. "........... i ! ! ... I I:"". � 11".1, ' r,�:�� , - I I : � I ' ='E' ' ' ........�-1�... ) � i I = I � I' ll C TROL - : - I l I.." I AFTER THE STEEL TROWELING OPERATION. : � I � i � I- 11�--- l ; : : I � ! 1 JOINT BETWEEN � '�" : REPRODUCTION IN WHOLE OR IN PART IS i I'll-', ,� i l 1-1,11 - : ': I I i : -.1"'I"', . : i i "I"'I"'I" � EXIST � � .11,11, : i ...... � I'll, , . ! "' ' , : i ''I 1�11; 1-1 b � __14 1 PROHIBITED WITHOUT PRIOR WRITTEN CONSENT I I i '' I ; NEW&EXIST "IF-i"', 'L'_-_;� i :::: I i : ! I P I - 1. 11,__ 15111 I 1. ; i SLAB FINISHES(UNLESS OTHERWISE NOTED BY ARCHITECT) OF GREEN BUILDING DESIGN � : ! - I .1 ! "I'll , -1. ., i z I " - ", 111. I ! ;I i I ,"I", . EXIST EXIST STORAG E /--' 1 1 - i I : ,.,", 11 : 11 i i "I"'."'I" 11 FLOOR SLABS 1.1 11, � I: ,",",", .i , � ...._ I i THE CONTRACTOR IS TO CHECK AND VERIFY ALL I I I -"'XXI , ! 1 : : BUILDING-STEEL TROWELED/OUTSIDE GLASS-BROOMED - .1. I i �. i � I i---- . ... I I ...', T KITCHEN DINING ROOM I / � ; I.. : 1 : : : i - / : i : : I : i - ! I .......................... 11 ! : l I. ! � : DISCREPANCY OR OMISSION TO THE ENGINEER, I � � i � � I i ! t l ( ! REINFORCING STEEL ! i : ; : t I i : ,� ! i : � i NEW �i�i�� : I I --......................... . PRIOR TO CONSTRUCTION. I I � : ! I I i : ; i , - i : . I . : 1, : .1 1�� A. REINFORCING BARS CONFORMING TO ASTM A-615 GRADE 6.0 INCLUDING COL&BEAM TIES. c I : I , �. I-- i , . t i I I � : � L---------------------------- I I, I : DRAWINGS ARE NOT TO BE SCALED : BATHROOM I - �� - I � i I.. - �. i .'. - � i ! ,. - i i -1 .1.1 B.WELDED WIRE FABRIC CONFORMING TO ASTM A-185 AND SUPPORTED ON SLAB BOLSTERS SPACED @ : I I () i - - � i i ," --- � "I", : : I'll. I ! ; l THE ENGINEER IS NOT RESPONSIBLE FOR - V, , I 11-1 i . . I 'll i - : i � 1-111 ! i ! . - .1.11 , i ! � "� I i t "I'll" T-0 O/C DIMENSIONS OF THE SITE PLAN UNLESS THEY ! i � 1 i � I'll ! � l i H � X T i : '' I i i : , i -'11 . � - 11 , ! . ; ��....��.��.��...�.,..,.,.,�.�...., .. �", i .: i - I .. I I .1 I � j-----111",...I...111-1-1 , '11-1,11-11. I 11 1 I 11-1 I I I : ! I �� 11 . 1 . I I-—I - �'' -111- '' I'll'', ..1-1, �,' "I" .. ... . = -315 ARE TAKEN DIRECTLY FROM A REGISTERED " - � : �'........1.1.....1. t : ___ 1-11"I"'I"I"I'll'' I '. 11 C.FABRICATION AND DETAILING ACCORDING TO ACI . I - ." -- - I-, ,� : I ! ... 1. ,111 - "..."'.1,11".1,, , ....1,11,1,I,"', 1, 11�._ % " -� - I . _____ - ! � . , .11 - ...' _ ,. - ""54 11 I I i , .. 0 ! i = � � - _ _ � BAT OOM - "I"..".,. % D OUT BY A I - 11 � - 11 ,,,,".... ! : I 11 �__' , _ �. , i -1 I - I I ,". D.ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. i � I__�. 11 : i 1 ,". ! '' . � � � - 1. - "I . . �� , I " I ,I I � ,-I - ! ! I'll, , ' '. .,,. � i : - Lf) : � 9 .,,, I'� � �� ,., LiCENSED LAND SURVEYOR.THIS DRAWING IS I ,' I � � � I----�------�---------------------- ...,.,, I I I....... i ; ,1.1111 I I - I I 11 I � I ....... E. IN CORROSIVE ENVIRONMENTS EPDXY COAT OR GALVANIZE ALL TOP BARS IN EXPOSED BALCONIES& I - . - 1.1111, :11 , 111- ........, 1 :�," .... . - �]:�: :':'�'�� "�,_-, I 1. -11 I -....� - .�� 1. Or) i zo "....'. �� -" � 11 11 11 .. I �-��:��i��z��,.��,�]�l.--I", ..",". 11 -11 I - I _ _�� . � I � -.1. 1, 'I",""",.""",."".",.,..",..... I", ...I -� ,,�� - � ��,��j .....1. TO BE READ IN CONJUNCTION WITH I "I'll'.- , I ' 11 , '''"' ' 11... 11 I 1.11 .11� - I � - � I ....I.. : I 1. ''1.,""""�,111,11",�,�,111.� �,11, I'll, '11- ..... ...... "'' .." " ""1., ,, 1, I � � -1 . 1 ....� CN ,11.111,11 I i , .1.1.... ; ! _ _ I'll '....' WALKWAYS , I ,. ; ; 1-1 - ------� i STRUCTURAL,MECHANICAL,ELECTRICAL WOR ; �'�X':'� j : ------- I i i � ,"I"', ___'_ __ �, 1 : i I '........'... � 1 OTHER CONSULTANT'S DOCUMENTATION THAT .'......'.'.. - : I , � : ...... � "I'll, I ....... �� ! : ; : � i I..","", : I I �_' MASONRY WALLS(F-M= 1500 PSI,NACS=1900 PSI) IS APPLICABLE TO THE PROJECT. I -11 1.1-1 ... -111 ,. : _""'.' : I 11 : I ".1"'I", I , j I : . . ,1 1 v ; .111 EXIST FLOOR 0'-O" I I - ��'� i ; - jh. TOP OF - A.BEARING: MASONRY THUS IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING i ! : I ! -1 I � l � I I -11 t i -1 I 1. ,, : . ... .1.1. : q ,'� � i '', '1h : , � : POURED. I I I i � TOP OF EXIST FLOOR 0'-O" ,, jk ISED FLOOR 01-01, � "I'll, - : "I", r _" . I ".." e!k---.--- jq " i i . ///" 14�) -: 4 , LE�j E�A . - i � I . 11�'/ i i - -- __-,_11, "", : _ _ _ - ,"�" i l B.NON-BEARING:MASONRY SHALL BE ERECTED AFTER CONCRETE STRUCTURE HAS BEEN POURED AND I � 11 1, , 11 - I ------------ : I x "I'll � : 1-1111, . I-_ � ! i 111��111 I , � : : ! .11 I I : I I t : I __ I ------- . -I � ; _/\---- I "."".""""",�'I'��"-l'��,--"''��,�,�"I - I ''I i ALL SHORING HAS BEEN REMOVED.HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED ; I � 11� 1. 111 .11.1 . 111111-I I'll I I I 11 I I I 11 - "I...I I i / ' I'll ","'', 11�I ''..."I"..I'll 11. ...... ....""-, ''I ", , l __ " " : ; , " 1, I ,. , . .... - 11 I 11111- .11 ,11, - I I - - " '' : ; '' � "' ' � : ,:__j___---.-.. ,__::��:�:::��'::�::::::��::;�:�:i:��,��.... "I'l-,_,",------ - I �=�:��: _'.". - I I—, ll� I =___=z 1-11 i I i ------------___--- I, � -11 I ! : : - I I - : I i t I-. q I� I " DEFLECTION ABOVE HAS OCCURRED. : 11.11. I I'll. i ...... I I : ! : : .......'..". -, I 'I- . . : .....1. ,, " ... "I" : ...... - : "... I'll , ... 1. - ..... I I i ! � ! ...,"... � ! I , , ."", : ; i : : ,, : I.,. I I I - ; C.MORTAR:CONFORMING TO ASTIM C-270 TYPE'M'(2500 PSI) . "I'll, ; ; i . ;1, - 11.11 z : ; -11.. I - I : � i i ::..:.:.:=�'='=- .�Ii - , � i i ..,...... .1 - 3 . 11- 3 : : I—. I'll, I i : _......'. ;I "I", - 0 : D.CONCRETE LINTELS: CONFORMING TO THE MANUFACTURERS SPECIFICATIONS&MIAMI DADE COUNTY i __ I... I I -: ----------------------I- i � : ,�- � ", -, :, I ------------------------- -_ - - - - - - - - - i - '' I I 111.1 i � ': i I i "I'll 11 ; // . . l "I'll, i I I - i i I ...... I. : "I'll. ,.".1"', i 11 . . : NOTICE OF ACCEPTANCE i : I ...,"I".. I S201 / I _ _ 11 U) . : ...... : � �S201 / i I ; -...I \� I 1, ' i : � I � ' ' ' : ..... I� I l - LLI 'I'll i ; I : ....... "', '___'�/ I = z -,----/ l : .:�:.:�:.:.:. '_1_._jU:: 1---l� I", I - j ,", : i : : I 11 "I,.-," ; �, , .. '.. ! : �� . - . - _. "',., l ; , I - : l � � .. , ::: 11- l . : �'........ 11 , - 2 : i I : ...... ,, _ f "`� - FILL AND BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DENSITY AT ! 03/29/13 ISSUED TO CLIENT i : .1,11 .. ; : DATE: REVISION: � : I I �I I - w SOIL COMPACTION : � ..�... i i I-- I MAKE FLUSH TOP OF NEW � 1.11 - : ..", ', .11 b I M ; : I ....I , . 11, - - : i i - - i "I'll , I ""' x _::_ -1 F5 : i 1.I ,, = - - 11, ; i ,". I RAISED FLOOR&FINISH To �_ 1* 0-4 0-M� i : i I ; .-I. " I rl_ : ; OPTIMUM MOISTURE AS DETERMINED BY THE MODIFIED PROCTORTEST(ASTM D-1557) -1 I I I I . z % I i . EXIST . EXIST EXIST / F-AIJ I - Uj : ; � . .." T i t : i �.1,1:1. : i : I w ",". . i : I : "I'll I < I TOP OF EXISTING FLOOR . - ; i : i � i "I'll /]:� _. -ARA" Nt QnnhA 1%, ,� � . � i """" I 1, I....I 0 1 : - -1 # %livall-I 11"%.rfV5 .- . ! i BED ROOM BED ROOM BED ROOM FINISH. ___/ ': r : : - : i I...I I i I ! I " ar :.,.,:. : SHORING,RE-SHORING,AND TEMPORARY BRACING: : .1.1. ; I __ - �_ .......".1 . : I -.1. -, I I .,,, (n : � I I i I ""I'll " 0) .1- I : I ; I , . ; : � I l -11 11 11 1, I I fn .:1:...:.:. z i : ALL SHORING,RE-SHORING AND TEMPORARY BRACING REQUIRED IN THIS PROJECT IS TO BE DESIGNED : "... . "I". : i I . i I I 11-1 f") , , - l - I i : I A : 11 __ I.. : BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES IN FORM WORKITEMPORARY BRACING DESIGN �; I - ''I , I'll, 1, I - : ," � 1 " ..... i ; : : .1 � : - w -31 1,",I : i .� ,, ,, - I , : : - : .."' .11 i I -, I AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR.THE GENERAL CONTRACTOR IS THE i I .11, I - ,. '' i : , : .."I'' � _'_'k : - ez 2 i . � � - I .' ' . - :_ ...1.I.. .' � I", I : .....1. -1 I 0 111.1 i : I - "..." 1 4 R 'I,- : '.."....., I : I'll, : ULTIMATE RESPONSIBLE PARTY FOR SHORING, RE-SHORING,AND ADEQUACY OF THE INSTALLATION OF : - -..."'...1. � .1. 1- : I %� ... -, : : - I .... ".. .�_ .... . � I I I I ..""..'.. ..... . : i I .... _.... ::.:: - I - I _ i : : � ........ ` _: : THESE ITEMS AT ALL TIMES. : I ........ - ... . ; : I I , ........ '_., - : .1....1. ". : :1-1.11. _ I : : I 1-1-1 1 C14 'I'll" : CLIENT _ - I I I : IN THE SPECIFIC CASE OF POURED SLABS, IT IS HIGHLY RECOMMENDED THAT THE GENERAL : I 1-11 - I I : I ��:��' , � 3: : : : � I." - I, -..... I- : I 1, : . .1 . _" . - , i I ... . .1.1",.,.,..,......,.."..."..,...,."..., I-1-1-----------I---------------- - 1�..,.-..-?-..-....--- --------------------------------- 1� - � � - � i I - ------------- � .n.-_ __ -1 � �. .. i : , I "."'."','., . .,-."",.,.".''...,."",,.,",�I'll. : . - --- -----------------T �_% � , .... I ........... .11.... ,�:� � I ........'......'..........IT 11'1'1"'� :1,�l::::::�..'�............... , ...... - 1.111.1-1. - _% I I - I � : : CONTRACTOR SECURE A CERTIFICATION OF THE INSTALLED SHORING FROM THE SHORING DESIGNER : I..."..,........................,...:::�:�.� 1 "'';."�': . _.. ........ I..,......,....'�'..,....",..,.........,..."...."",,�11.11I --1--l-, I , 11 � I "I - � .__...I.............................,.....,.,.,.,....'I , .,.....�....... .......,..,...,.....,.....""..,......,.......,.,.,........,..."....�I.".. . , -.-",....'___1 � � , : 1-11!"!��::��:�:��::::��:,:,: i��:�:..�.��:.��:.::��:::�� -------------------------�...----- ,�1!��$i�ijjjj�!��i!!!!�' : :� ,� --------I---------I ..".,.,..,....,.,...,.".,...",.,..............,... %, �::�:__...:::::::�:::::::::::::::::: "I I . ..... " I � : - - -----------------J1,,..,,�.:�:�::!��!:::�.��!��:..��:��l!�l�i��!�::�.� [i��l!��l�ll��""I.I.I."............,.",............."...................I...,.".,..� I'll 11 I � �� I � ::::.' �...,.�...'�........,...................................,.,...'......""..."": �;� , �-------------------------------------- , ...........-...""I''.,".1--, ---------------I ,""........,.....", I I �I i �'....".,.",...,.....,.....,..",.".,.I. I I �_:.::' I.....,.,.........,.,..,.,.,..........,....,.........................."�..I.,., ;; "', I.........I..", 11 : - ''I'l"""",".,",,."""",,.,",. �4 --,V...", .1.111,........... , 11 : i � " � � � .- " '.',..................�:fi_ .......-1-1-111. I--11...I�� = 11 I 1.11-1....I-1. - - "'I'', : ; I . I 11.11, i OR HIS AGENT PRIOR TO THE PLACEMENT OF CONCRETE.10-SAFETY,OSHA AND LABOR LAWS: ; ISLEY RESIDENCE I I-, : : I-, ."', - ". : " ; ,. , "I'll, : i I - " ...", - , ! � �% ; I'll, -_ i : i "I'll - � : . : ", �� i : : - - I _ ; : : : -1 - 11 APPLICABLE CODES: ; I'll - I ; : ; : - ; : : 1� 1.1111, : : � 1.1.11. i I I.. i ; THE STRUCTURAL ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODE AND LOCAL : I 11 I..''..., i : : : ALL DIMENSIONS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE.ALL DIMENSIONS EXISTING OR NEW REQUIRE SITE VERIFICATION 11 I-— 11.1, : : : I 11.1 11, ". 1 : : I i : . I'll I ----------I----! ---- i ORDINANCE REQUIREMENTS,THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING WITH ALL : "I I'll",11,"..".1" ,,..._ ; . I ''..' - I 1. I : : : I I ....11 " '': I IIIIIIIIII ;I 1-1 I I ....I.-I, I I��I[.___________----------- .I I i - I Ill . -'-,.,.1 I : 1.1 , � : APPLICABLE CODES AND ORDINANCES IN THE EVENT OF CONFLICT OR OVERSIGHT IN THESE DRAWINGS. : . ! I , .. � I 1'X..:.:.: : ! I - : : ; . : ) - : : � i : f% : THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICT OR : . i : ; I ! : i I : i i i : i i i i DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE LINDERTAKEN.. : : i I ; : ! i : : t : 91-81* i ; : ; -----------I-- ------------------- _1 : ; ; I : i----- __ /: : ; : : : : : I I : : : i INSIDE DIMENSION i APPROVALS ; i l i: : ! ! : : : ! : : : B.SUBMIT CONCRETE MIX DESIGN ; ; : ; : : i - ' ill i I ----------------------------------- ---------------------------------- -010 ........__------------------------------------�.... : i ----00le ------------- 47'-O" ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---/-------------- __ ; : i 41, ------------------------------------*...*----*---*------*.......**---*--------*------------*--------------------------------------------------------*------------------------------------------------------------------------------*...*--------------------- / : )ject I : : i l . ; i i i WIND DESIGN: : I : � i : Nnporcrth f I I ! : THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE PRESSURES GENERATED BY 140 MPH WINDS I 1� : : � : : � I : IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE&ASCE 7-05 l i : : : i � 0 A : : I : ASCE:7-05 : 1 /S201 PARTIAL FLOOR FRIWING PLAN ! : : c �: : WIND SPEED: 140 MPH : ------------------------------------------------------------------------------------------------------------------�---------�----------------------------------------------------------------------------�-------�----------------------------------------------------------------I .- : : : ; i EXPOSURE:C : I i : SCALE: l'-O"=1/4" i : : USE FACTOR: 1 : : : : , : : : : i I : GCP:±0.18 : � I : : : : : : : A.SHOP DRAWINGS MUST BE SIGNED BY THE MANUFACTURERS REGISTERED ENGINEER BEFORE : i � I I : : I I I i : : i t I : SUBMITTING FOR APPROVAL. : w ___ _____ E : : : I : : : : : I i : I I CONTINUE WELDED WIRE-------------------------------------------------- -----_--_-_-- : : l WELDING : I I-----�----------------------__ : ; I : : I ; -MESH DOWN RAMP : l S I I ; : : i A.ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS. I I i : i : : t i : B.WELDS MUST BE INSPECTED AND CERTIFIED BY A QUALIFIED TESTING LABORATORY. : � : i : I : 00STING EXT UGHT FRAME i i : i C. ELECTRODES TO BE E-70 SERIES,LOW HYDROGEN,STORED IN ACCORDANCE TO A.W.S STANDARDS. ;: i : i WOOD SCREEN WALL : � I � POUR IN PLACE 4" THICK---------------------------------------------�: - : : I ! : * 1 l : 94 i :i : ... 11 : : ! � I ! REMOVE & SALVAGE & ii CONCRETE TOPPING ONTO i _�'..-...'� ! :: T � ',.. '* .ji� 1 : : � � I : i .. , I. . 1111 j�� , : : i :i : 1. 1 _ 1 : i-, : : I I � C. i ADJUST TO ACCOMODATE :: i 1, - I I � .......... EMSTING EXTERIOR SOIL BEARING -, ,::::: . I I ! t; l . : : 11 DaST1NG CONCRETE SLAB. I I'll, l : i - I'll, : FOOTINGS HAVE BEEN DESIGNED FOR A BEARING CAPACITY OF 2000 PSF BOTTOM OF FOOTINGS TO ; I : NEW FLOOR CONRETE 1 l : ::: - MASONRY WALJL i i i :1 I-1 I : : 1i : ;: MAKE FLUSH WITH TOP OF : � � - l : � � i POUR. _;1 l : :1-11", : BARE ON SANDY LIME ROCK OR SAND : : !: � :: :.:.::."�'� : : .: i ..'�, 11 I : : I . I . . . 121 i I EMSTING SLAB & PREPARE I 1. TOP OF EMSTING-------- ; l � I � ; �! i : - i : I : ;i ; . 11 .� l I . .11, i : I I I . ' I I FOR NEW FLOOR FINISHES. : I 1. I 11.1. : ; ---------------------'r-w----------- ------------------------------------------------------------------------- --------------------�------------------------------------------------ir----__-----�------------------- ----1 C : " I �� CONCRETE SLAB CODES USED IN DESIGN r I'll I : ; �'------------------------------------------------------------------------- ----/I------------- V-#---------------------------------------------------------------------------------------------------------------- . i : - I : I I i I I l ; � I I : : : ! i . ; l I : 2010 FLORIDA BUILDING CODE HVZ.AS AMENDED : I I � i ! : ___1 , .:_1 : ; i I : I ----- __'. L-_ I I - ,. . I l : - - . t I � .. I I'll 11.....�.�- I I FINISHED i . � I I . - . 1� . . :. 111 .1 .. '.."......I.. . . . . 1, j %. . 1" ......'. �' , , ::_:: ".."..1.1-1, -.,-.1 ........,.......... i I i A . . . 1 4 . . 4 , . . I., .....I..."...1."..,.....,..............�...... : � . . ,.:;b::.11 1. "..- .. : 4 ' J�..::�:: '_-+� I...I I - :BUILDIN DE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY. : . __.+,++"+ ,...""..,.,.,,...",.,".,"",.."".1.11.1...-.........., I � CON 15 . 4 . . . . 7 - , " . . . . .1 - j . . - i I � . . ............wi__ . .- : ,__,,_ �� ..".. .I." ..."...","..,."�.�'..�.�....�.,.,�.�. i SEAL . � _±__11i_____A ---- '�3 :__ , � ; GRADE--------------I i I I 14 . . . . . 1 . '. - �. � 1,"'."', .. ....� I ''�'' 1 I . . . I . ,� I . . 4 4 . , . - . , _ . � "'..:'.'I., I-- '1....'..1.--,,...... . i ......_11� . . . I . . ; --- `111� 6 �.. � - �...' I ....,.,""I.Il...."............,.....".,.�� i : i I I I - . . I . . � I . I ::::-.1_,, I 11 . I I I I -............... ACI 530/530 1-02:BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES I : -�. - I . i ! 4 1 1 1 :��:��..... I �� , � , . I I . ; . . � : ��::::.': I - I 11.... � I 1.1 -11."'.1" I I I --.- I 111-1 I I "I'll "......... _,__1 I I I I I_. �� I -1.1'.."l-.1-.1... i : I . _,+- I - , I 'll, I . 1. + 4, _ . 1 4 . . 1 . 4 � � - 11 I ...... . -.11111 I'll,". I I � - .1 � : : I � ,. . A . , . � . . .1 I I .l � . ...... I ,....I.I.I.... I "I I ,,, I � . . . .. I . : ...... "".1 � ,"::: I" I I' ll . . ,4 , . I . - . - . : . ;','...'-.:.'_ "V-1,11 ' 'I'.., I 1 11 I� I , : : �....... . 4 � " , ...... 1-1111 11 AND RELATED COMMENTARIES : � 4 . . . 11 ............. . , " " ," - �"�__. . . .. . "I - '_.....xxxxxxxxx- .. . / I . ............ , , , � , , "'' , 1 I � I .... ,"..'...".1.1.1,I I�. : I � .......I.........�.."I I . � i _"'_"""""""_"' , -, , "- _�_'____ '' , , ",' , I I - ... .......... I� , , " '' ,� , 1 - . I -...,.,.,..,............,.,.....".,.'"' 11 ! : �_ I ..................... I . I � 1. I I ! "',_-,-,-","""'' - - - --"'' " '""' , - - ,"..".1"...I.I.. I ; -... '' : �I I-—-," 1.1111, ""_",'_,_' - ,,"", I '....".."''.,I".1. � ; I I ' ............ , -, """", 1, 11 I ' 'I . I I .............�", , �, ''" , , , , � " . "", �I I I I�.i :��,,',�� . ..... " I'll � I I ","'-, 1, ' ' . ......"..,....,..".,.""."",.,I 1 -05:MINIMUM LOADS FOR BUILDINGS AND STRUCTURES. : ............. , , , 11 , i ; ,"', ""I", � �......... I'll "I ,-,......'..,."'', ASCE 7 . , I I I ... .. 1 , , 11 ,. .. . I : - _111","', "I"I'l,"I"'I""",_ "I'll.I'— - . "I "............'...'.."'.."',........'11-1- I : : I -1 ' ' I I -111,11,"I'll I I'll I 11 11 I -'I".."..,."... 1. ' -I"..", .. ......,.".."""I'll I 11...I 1 .4 . i . 11-1,1-11",""."',....... ''I I 11 I�'I I ",........ "''''', " � 11 I.. ....... .1 _,...",".",. -1. I ..._ " I" ; ; . I -..... . � I .....,.''.".".,.""",""I'l,"""""""', I 11- "I'll I 1,�""I -1.11,11.1 .11", 11 -.1 I I I . .... __._ � ' ' - I 11 , I : : I I "I I ... ...._ - "I....- ''I'll' ', -1- 1.11 , 11 11 I 1. .1.11........ _ _ �� 11...."I" 11 � � __ �� , , '' .'.-.1....�. � . � 20-CONTRACTOR COMPLIANCE: A �"��.11 11"I'll I 11 11 11--l"I"'. 11 .11, I . ''I'll ' 'I I - I " , " I , _ _ , , ._"I 11,I'll I 11 I I � ''I', I I "" - -1. 11 1 . .111.11, I "I "...........',,.. .," , . ..... ... I'll I : ; I a A _......-111, I'I'',", -1,11-11-111-1,11 I 1-1,11"I.-�- � I .�, I I-, I—....I..I �I.— �,_� ::.�::_:.:X. "I'll" -1 ... I I I , .. _....1.11 11 I'll, I-,- 11...... -1 11 11.1 : i I -, '"'I'll .__� .11 . . . � I '',',, I" __V.,..___ �� .....,��.I 11.1�� "I',' ' : ". I , " 1. - I � : �+__ 11 � : �, . ��,��. ....,...., � ..� .....- I ,"","""' , , - ___, � I I l I I ! ",""","," , , , ,:-� - +. �� - - - I I : IN ADDITION WITH THE ABOVE,THE CONTRACTOR MUS COMPLY AS A MINIMUM WITH THE FOLLOWING I ,.: � �...' �- I 'll , : ; � I I I � : - : ; 1-1�%::_� I I : " , � I . '� :;�:', "00 + ,__:� , I I ! -��_ ��' ,_, � , : ! - ..' "'�+ : : - : ............ � - : :"�' � .+ 1.- I STANDARDS FOR CONCRETE CONSTRUCTION. ; �� - 11 I r '�. . .-I-I'l-l", � ��,, :1-1-1 - 11' ', : ; . "I.". �I I'll "I I : -: lk - ", - -___LLL : : I , . w1h . . � -i ID 11 I... � _N t -"r* ; - 11 : . -" : ACI 301-05:SPECIFICATIONS FOR STRUCTURAL CONCRETE ; I : . i I : I I : . : i 11-w . ; : : - I i : I '� r '�; & "I �' l ACI 304R-00*GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE. ! - � . I Is -bli�,�ExIsTING THICKENED SLM : : I - -- I I ; � - t l ACI 305-99:HOT WATHER CONCRETING. : -- : � (\) I - . : ��'1111 - I APRON SHOWN i ; � I � I I : ACI 309R-05:GUIDE FOR CONSOLIDATING CONCRETE. : � i l : Mki of � � : i - � APPRO)OMATE. l : b- 1�JvA' I I , I : : I I i : I I : ; � : ! : I I : : : : I I ; : : : : : : : I 2/S201 PARTIAL FLOOR DETAIL ; : PROJECT: I i : I - � i l : I : : I : i : I : i � I SCALE: l'-O"=1/2" : RESIDENCE I ; : I I : : : : �� I 1 , � I I : REMEDIATION I� . I ADJUST PLYWOOD AND SUPPLY & INSTALL Ir 11 I I I I FLOOR JOISTS TO PRESSURE TREATED 15" 1 1. : � I I � . I -----------TACCONIODATE NEV TO i - I I -_... :--------* PLYWOOD ON 2*xe I '' I I 11 '.'I ...., . 11, I I I � , ' I I : I 11 DRAWING: I -I-. I , " " I -I-_1 I 1 I , I -""I__11 1, ISHES 1: PRESSURE TREATED WOOD 11 " 1 DOSTING INTERIOR ,'', i EXISTING FLOOR FIN �� I 11 I I I --11", . . 11 . 1111-- 11 . "" ' ' . I -1.I ''I'll", '' 11...I .......I......... 11 ............... -----_................'.......I...�. I ; ". . I ........'...... ...__ : . I I PAR711ION----------------------------------------- �.. CONTRACTOR TO SPECIFY. : FLOOR JOISTS SPACED 0 1 , i ! I � I � �. � � � 1, �II'll.,"I 1 I ; : I'll, 11 11 , .. -"',"I",I �'::�, ,, I _ I.., i 11 I I I -1-1-1- i : V_0rC.0 11", STRUCTURAL NOTES � 1111 -1 . � � � i : 11 I I 11.11 __ . I ... I _- 4, ,: : � I r_--TOP OF EXISTING 11 ,��: 1. , ,1111 - i : -1 1, I I'', ! : USE GALVANIZED JOIST I � I "I -11, � . I i I- "I i : I.. I'll,11-1-� I 1-11,11,-11 �� ," '' I "I'll,'', TING EXT I ....... , , , I " " .. ! i - ' ; : - , I , I i '. ------------------ ----- -------------EXIS AND DETAILS I : CONCRETE SLAB ''I"'."...,".."I" HANGERS AT ENDS. I I i ............ : - I I� . : i i� �� 1.11, "'' i "...1.1.... : ** MASONRY WALL I........,...........,..., . 11 I . . � .1 I � � 1111-1-- "I'll,�,,�.,�,,�.111"...",...."...,."........,......,..'..."."..".."..".",...,."'"I I ""I'll.11.",."..,......,.....,.............I . _:::.:=:U:::1 ----� -��-------- -;:-_ �� -�,--------- I 11 I-, 111 ". .."............................... ............. ................::=:::!::. _::::::::::;�;---�.......i� - �... .- �� -� �. , :. ::_ � � ..._::':'::::':::: - � 11 - � � . - , ._ _____......�� - ............ �_ I �1 - : j : 11 I I I 1-11-1-4 i I I _11-1......'..........I........... ..................11 . 11 11 I- ... I ... . ................................. ....................... . I �.....� , ' 11 '. I I I 11 . _ � .'�'.__... I ' _____1 I.....1.11- I 1. �-� �. - � ..._ I ....__.... �............ I W - - I'll 1.11�.�..�..��..��.��.��.�..'��..�,�..�.....'�.��.��.�.��,�.��.�. ........... ...-11 �� I I . 1 I I - __ _____�....-......-... 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