Loading...
HomeMy WebLinkAboutBuilding PlansSTACK2 SEPARATION TO SLAB :,-SEAL APPROVED BY: D"ID COLSTON, P.E. FL REG #55501' FLOOR NUMBM fM � I SGD SGD SGD NOTE UNIT1002 • DECK COATING PEELING FLOOR Mtonl JA� z I% SGD SGD SGD L UNIT 802 FLOOR wLwo UNI 111 U1 FLOOR NtAuIM:11: SGD I --I SGD — u SGO UNIT 902 FLOOR NUMBEFO @ WALL in 0�I-II- y1--I,- 1 SGD u SGD I -I SGD NOTE: UNIT 702 DECK COATING PEELING @ EDGE FLOOR NU BM 7b Z —�o a / fi L--- _i—SGDMu-- SGD SGD WSGD SGD SGD NOTE: UNIT602 (@TOP OF SGD) UNIT502 TILED EDGE NOTE: • SCREEN ENCLOSED • DECK COATING PEELING FLOOR WMBM " Z FLOOR N AM31M. 5& Z UNIT 402 FLOOR NUMBS 41h 0 0 C C At SGD SGD SGO NOTE: UNIT 302 • TILED FLOOR • 30%OF TILE FLOOR SOUNDED HOLLOW FLOOR MMWER, $d Z S A N D8 0- 00312A BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL STACK STACK STACK5 STACK 10 STACK 7 KEY MAP FOR 3RD -12TH FLOORS O J LEGEND: O F- SLAB FULL DEPTH SPALL (SF) xit: RUST SPOTS (EA) p SLAB TOP SPALL (SF) UNDERNEATH CRIKS (LF) �- SLAB EDGE DAMAGE (LF) EM M O -� SLAB SPALL UNDERNEATH (SF) ' \�'� SLIDER GLASS DOOR SPALL AT COLUMN(CF) Cro HANDRAIL(LF) -H- STUCCO WALL DAMAGE (SF) Wro SHUTTERS (LF) --5- STRUCTURAL ENGINUERING �EEn ^ PROFESSIONALS, DICo CA#8539 751 Northlake Blvd., Suite 2C phone; 561 844-4060 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS ISK�l SHEET 1 OF 2 CRACKS PARAPET WAL MOLD ON BOTH SIDES OF WALL SEAL APPROVED -BY: DAVID COLSTON, P.E. FL REG.#55501 DATE:, PARAPET WALL REPLACEMENT FLOOR MMB6 TOF Afa POCKET REPAIRS --(- Co---- - SGD SGD SGD WINDOW NOTE: PH-62 • REMOVE FINISH TO RE -INSPECT FLOOR N1M BIM IRS z SGDu SG - � SGD WINDOW NOTE: PH-D2 • TILED FLOOR • SD% OF TILE FLOOR SOUNDED HOLLOW FLOOR NJN M PD z SGD 6GD - 8GD WINDOW NOTE: PH-A2 • REMOVE FLOOR FINISH FLOOR N EM. PA z • -nSGD SGD SGD NOTE: PH-132 SCREEN ENCLOSED FLOOR NUMBH# PIC z BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL STACK STACK STACK STACK5 STACK 10 STACK 7 KEY MAP FOR PENTHOUSE FLOORS Q 5 LEGEND: O SLAB FULL DEPTH SPALL (SF) Q RUST SPOTS (EA) OR SLAB TOP SPALL (SF) 0 UNDERNEATH CRACKS (LF) -C- SLAB EDGE DAMAGE (U) ®ml -aE- SLAB SPALL UNDERNEATH (SF) M SLIDER GLASS DOOR �a SPALL AT COLUMN (CF) C'j7 HANDRAIL (LF) -H- STUCCO WALL DAMAGE (SF) Wro SHUTTERS (LF) -s- STRUCTURAL ENGINEERING a MI �� PROFESSIONALS, INC. CA#8539 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 J DRAWN TG CHECKED DC SCALE NTS SK�l SHEET 2 OF 2 n p� SGD L-I `SGD p/ W UNIT1203 NOTE: • DAMAGED DECK COATING @ EDGE FLOOR NUMEIM. in WALL TO SLAB JOINT SEPARATION Low /I — _ _ SGD — SGD UNIT 903 FLOOR NUN6M 9th ® I p j�j �7 II II 9GD IJ SGD UNIT 603 NOTE: LOOSE HANDRAILS FLOORNUMEIM 05 Z C r —SGD— GGD NOTE: UNIT 803 • TILED FLOOR • 75%OF TILE FLOOR SOUNDED HOLLOW FLOOR NUNS 6tl1 z 9GD SGD UNIT 503 NOTE: • DECK COATING PEELING@ EDGE FLOOR MA43M am BALCONY REPAIRS MISSING 9TUCC0 SGD SGD UNIT1003 NOTE: DECK COATING PEELING @ EDGE FLOOR MAu�G M z — PAINT PEELING— — _ BOTT_COLUMN SGD SGD C NOTE: UNIT 703 TILED FLOOR • 20% OF TILE FLOOR SOUNDED HOLLOW FLOOR MAIL 7tlL z SGD SGD NOTE: UNIT 403 • TILED FLOOR • 50%OF TILE FLOOR SOUNDED HOLLOW FLOOR Njm8m 4% z 3100 N HIGHWAY A1A FORT PIERCE, FL STACK2 STACK STACK STACKS STACK 10 STACK 7 KEY MAP FOR 3RD -12TH FLOORS C=_I CA#8539 LEGEND: p f SLAB FULL DEPTH SPALL (SF) ® RUST SPOTS (EA) Zp SLAB TOP SPALL(SF) i4/f/ UNDERNEATH CRKS(LF) --C- SLAB EDGE DAMAGE (LF) O -ate SLAB SPALL UNDERNEATH (SF) SLIDER GLASS DOOR moo_ SPALL AT COLUMN(CF) Cro HANDRAIL(LF) -H- STUCCO WALL DAMAGE (SF) Wro SHUTTERS (LF) -s- STRUCTURAL ENGINEERING PROFESSIONALS, SIONALS, INC. 751 Northlake Blvd., Suite 2C phone; 581 8411-4080 North Palm Beach, FL 334408 DRAWN TG CHECKED DC SCALE NTS SK-2 SHEET 1 OF 2 r O r I I I WINDOW SGD u C - SGD C PH-C3 FLOOR NUMBER Pc SEAL ED BY: DA DC�STON', P.E. # FL REG 5501 DATE: 7 27,f LOOSE RAILS WINDOW SGD u SGD PH-D3 FLOOR NL%19M PD 0 8AZ`i'D6 ON MVHh0"I OCOEEAJM BALCONY REPAIRS FLOOR NUMER PB 3100 N HIGHWAY A1A FORT PIERCE, FL STACK2 STACK STACK4 STACK KEY MAP FOR PENTHOUSE FLOORS Q 7 LEGEND: p SLAB FULL DEPTH SPALL (SF) Q RUST SPOTS (EA)''XXp O SLAB TOP SPALL (SF) 4/r, UNDERNEATH CR KS (UP) --e- SLAB EDGE DAMAGE (LF) ®� O -az SLAB SPALL UNDERNEATH (SF) M SLIDER GLASS DOOR SPALL AT COLUMN(CF) C-0 HANDRAIL(LF) -H- STUCCO WALL DAMAGE (SF) W'0 SHUTTERS (LF) �- �J �J IP ~— CA#8539 STRUCTURAL [ �EI�p GIN E]ERING PROFES 751 Northlake Blvd., Suite 2C phone: (561) 844-4080 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS SK-2 SHEET 2 OF 2 r Ip� W I SGD u SGD NOTE: UNIT1204 TILED FLOOR • 20%TILE FLOOR SOUNDED HOLLOW FLOOR NUS in z Y�� Y IIpY IIp IIQ W �I 1 SGD SGD NOTE: UNIT 904 • TILED FLOOR 15%TILE FLOOR SOUNDED HOLLOW FLOOR NUS Oth z Y ml— IIp NOTE: UNIT 804 C SGD TILED FLOOR • 9(rA TILE FLOOR SOUNDED HOLLOW FLOOR Wm3m 05 z t SEAL APPROVED BY: DAVID COLSTON, P.E. FL REG #55501 DATE: • ,� 1 Y --m 1 EELING — — W SGD SGD NOTE: UNIT1104 • TILED FLOOR • 05%TILE FLOOR SOUNDED HOLLOW FLOOR NLUBM wh z Ip � IIy I V 2- 3GD 6GD PEELING PAINT @ COLUMN NOTE: UNIT 804 • TILED FLOOR • 30%TILE FLOOR SOUNDED HOLLOW FLOOR NUluM11# am z W j __— _UNIT 504 C NOTE: • DECK COATING PEELING @ EDGE FLOOR NUMBM a — 0 BALCONY REPAIRS LI WAtLLL/TO SLAB p� JOINT SEPARATION SGD IJ f 7SGD NOTE: UNIT1004 • TILED FLOOR • 30%TILE FLOOR SOUNDED HOLLOW FLOOR mimem In z Y WATER PONDING Y Q SGD / SGD LOW Saor UNIT704 NOTE: • TILED EDGE FLOOR NUMBM POST POCKET REPAIRS W W C SGD SGD UNIT404 NOTE: • REMOVE FINISH FLOOR Ii J BM 4& z 3100 N HIGHWAY A1A FORT PIERCE, FL STACK2 STACK STACK4 STACK STACK 10 STACK 7 KEY MAP FOR 3RD -12TH FLOORS 0 �— CA#8639 LEGEND: p t- SLAB FULL DEPTH SPALL (SF) ® RUST SPOTS (EA) p OR SLAB TOP SPALL (SF) 0 xx UNDERNEATH CRra�KS (LF) �- SLAB EDGE DAMAGE (LF) I� I I I pIyyp -O>- SLAB SPALL UNDERNEATH (SF) M SLIDER GLASS DOOR �a SPALL AT COLUMN (CF) C-0 HANDRAIL (LF) -H- STUCCO WALL DAMAGE (SF) W'n SHUTTERS (LF) -9- STRUCTURALENp ENGINEERING PROFESSIONALS, �ESSIO1�TA�C.S, INC. 751 Northlake Blvd., Suite 2C North Palm Beach, FL 33408 Phone; (561) 844-4060 DRAWN TG CHECKED DC SCALE NTS SK-3 SHEET 1 OF 2 FLOOR NUMBER ROOF SGD SGD WINDOW PH-B4 NOTE: TILED FLOOR FLOOR NUMBER PB z SEAL APPkOOVEb BY; 01— DAVID COLSfON, P,E: FL REG #55501 DATE:' JOINT SEPARATION C SGD 80D WINDOW PH-A4 FLOOR NUMBER PA z POST POCKET REPAIR 70�;N___SGD LJNDOWSILLSGD WINDOW SGD S PH-C4 FLOOR NUMBER � PH-D4 FLOOR NUMBER PD 6AP-10-I'D� J�.f 1-E�Hr�� 00IMA N BALCONY REPAIRS 3100 N HIGHWAY A1A STACK STACK STACK4 STACK a I „gym l ° STACK 7 KEY MAP FOR PENTHOUSE FLOORS O 5 LEGEND: p r SLAB FULL DEPTH SPALL (SF) RUST SPOTS (EA) p O SLAB TOP SPALL (SF) vUi UNDERNEATH CRIKS (LF) -c- SLAB EDGE DAMAGE (LF) p SLAB SPALL UNDERNEATH (SF) wa; SLIDER GLASS DOOR 3a. SPALL AT COLUMN (CF) C-D HANDRAIL (LF) STUCCO WALL DAMAGE (SF) Wro SHUTTERS (LF) -S- �� -lip �— CA#8539 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C phone: 561 844-4080 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS JOB SK-3 SHEET 2 OF 2 JOINT �^ISEAL APPROVED BY: DAVID CO STO , P.E. FL REG #55501 DATE: ®® Jb� pr I p SGD SGD SGD NOTE: UNIT1005 • TILED FLOOR • 20%TILE FLOOR SOUNDS HOLLOW Avftl FLOOR Nl m Z I --g-- ---- SGD SGD SGD SGD UNIT 805 FLOOR NUMBER SGD I --I SGD LJ SGD UNIT 605 NOTE: • DECK COAT PEELING FLOOR NUIYBIEft z SGD �-+ ® SGD LJ SGD NOTE, UNIT 405 • TILED FLOOR • 60%TILE FLOOR SOUNDS HOLLOW FLOOR NUMBER, SEPARATION iG C NOTE: SGD UNIT1105 sc0 • TILED FLOOR 80%TILE FLOOR SOUNDS HOLLOW FLOOR Ih z SGDC SGD I-J SGD UNIT 905 FLOOR NUMBER SEPARATION yl (DO SGD SGD SGD NOTE: UNIT 705 • TILED FLOOR • 80%TILE FLOOR SOUNDS HOLLOW FLOORNUlwlE. 7. Z JOINT 9EPARATIO C R �FsGD SGD SGD REPLACE THRESHOLD UNIT 505 FLOOR NUMBER a WID SGD u SGD NOTE: UNIT 305 • REMOVE FLOOR FINISH SCREEN ENCLOSED FLOOR WUIuBER &d Z 8AANWD5 01 Hr� J0EJA N BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL TO SLAB SEPARATION STACK 10 STACK 7 KEY MAP FOR 3RD -12TH FLOORS Q LEGEND: p t- SLAB FULL DEPTH SPALL (SF) RUST SPOTS (EA) p OR SLAB TOP SPALL (SF) iLG`. UNDERNEATH CRKS (LF) --C- SLAB EDGE DAMAGE (LF) B Em p -oE_ SLAB SPALL UNDERNEATH (SF) o\fie SLIDER GLASS DOOR -Sa- SPALL AT COLUMN (CF) Cro HANDRAIL (LF) -H- STUCCO WALL DAMAGE (SF) Wro SHUTTERS (LF) STRUCTURAL ENGINEERING MS.) PROFESSIONALS, MC. CA#8539 751 Northlake Blvd., Suite 2C phone; 581 844-4080 North Palm Beach, FL 33408 J DRAWN TG CHECKED DC SCALE NTS ISK-4 SHEET 1 OF 2 FLOOR NUAABM HOOF 0 1 --DECK COATING PEELING --o----�—�--��---- WINDOW SGD SGD SGD PH-65 FLOOR NtlMBEFO Pa WINDOW I --I SGD L.J SGD u SGD PH-D5 FLOOR NUMBED P ,� s SEAL APPROVED BY:- DAVID' COLSTON, P,E. • FL REG #55501 DATE: `+ /7 Z 1® + WINDOW SOD I --I JSGD LJ SGD NOTE; PH-A5 • TILED FLOOR REMOVE TILE TO REINSPECT FLOOR NUA em PA Q L — — _U WINDOW SGD SGD LI SGD NOTE pH-05 • TILED FLOOR • 50%OF TILE FLOOR SOUNDS HOLLOW FLOOR PIC z S��ITID5 ON WE HIrEF, 00E�A�ir BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL STACK 2 STACK 3 STACK 4 STACK 5 KEY MAP FOR PENTHOUSE FLOORS O J� LEGEND: O F- SLAB FULL DEPTH SPALL (SF) RUST SPOTS (EA) 'pp OR SLAB TOP SPALL (SF) >,;%.. UNDERNEATH CRIKS (LF) �— SLAB EDGE DAMAGE (LF) IJ101:Lu O —cam SLAB SPALL UNDERNEATH (SF) SLIDER GLASS DOOR —sa_ SPALL AT COLUMN(CF) C-0 HANDRAIL(LF) —� STUCCO WALL DAMAGE (SF) W-o SHUTTERS (LF) STRUCTURAL RAL ]ENGINEERING '� ^ PROFESSIONALS, INC. .�� �— CA 8539 751 Northlake Blvd., Suite 2C # North Palm Beach, FL 33408 Phone: (561) 844-4080 DRAWN TG CHECKED DC SCALE NTS ISK-4 SHEET 2 OF 2 — C�UNITGO — If SOD _ ,_C SGD SOD �� NOTE: TILED FLOOR • 10096 OF TILED FLOOR SOUNDS HOLLOW Im11. VIA APPROVED,13Y: 0�� DAVID COLS'FON; P-:E. FL REG #55501 DATE: FLOOR NUMBER: 10Y1 Z C UNIT :/. Tn SGD•~ IiQ l IN !;,7in!ti!I,n!a�'L9ituia!F:g:9 'd!!.r- . - = o- .1' r1 lq m!L�ln "nJl rtnl nm1L- 91 r1k711!!1MWJ_[D lr�m!ry 91u'!LL!!�7! NOTE: - REMOVE FINISH TO RE -INSPECT FLOOR NUMBER Z �1. iml[nn!IL{[yt�,rw�r[jnu�n�:sty utn not mut�nr-1`[ uml m�9m kQ!41P�n r rn I n FLOOR NUMBER; NUMBER+ 4b UNIT1108 SGD C" SOD SGD L-� --- s , NOTE: •TILED EDGE FLOOR NUMBED ft Q IL --- v-�--'n UNIT 906 SGD 3 NOTE • TILED FLOOR • 50% OF TILED FLOOR SOUNDS HOLLOW FLOOR N ma, UNIT 706 SGD C SODC SGD W NOTE: • DECK COATING PEELING FLOOR NUMBS# 71h Z UNIT 506 SGD SOD SGD W WATER PONDING POST POCKET NOTE: TILED EDGE • DECK COATING PEELING FLOOR K AMM 5b 0 W C UNIT 306 � SGD _ SG _ D _SG. -- NOTE: • TILED FLOOR • 10%OF TILED FLOOR SOUNDS HOLLOW FLOOR NUMBER; ad 0 A �1M � =-Zl ��EJA BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL STACK 10 STACK KEY MAP FOR 3RD -12TH FLOORS O LEGEND: p SLAB FULL DEPTH SPALL (SF) 0 RUST SPOTS (EA) pp Z OR SLAB TOP SPALL (SF) Q UNDERNEATH CRIKS (LF) --C— SLAB EDGE DAMAGE (LF) .. KI I p —G- SLAB SPALL UNDERNEATH (SF) SLIDER GLASS DOOR —sue SPALL AT COLUMN(CF) HANDRAIL (LF) STUCCO WALL WALL DAMAGE (SF) W-0 SHUTTERS (LF) —s— r, ��E P �— CA#8539 STRUCTURAL ENGINEERING ING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C phone; 681 844-4080 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS SK-5 SHEET 1 OF 2 SEAL APPROVED BY: DAVID COLSTONI,';P.E. FL REG #56501 DATE:., FLOOR MJ Rom PH-B6 SGD SGD SGD _ �F C T NOTE: TILED FLOOR • 50% OF TILED FLOOR SOUNDS HOLLOW FLOOR NUJbBIM: PB PH-D6 SGD _ SGD r� SGD LOOSE RAIL FLOOR NUIVBM Pa PH -AS SGD C SGD C C SGD W LOOSE RAIL NOTE: • TILED FLOOR FLOOR NUAM3M PA z PH-C6 "co NOTE: TILED FLOOR • 15%OF TILED FLOOR SOUNDS HOLLOW FLOOR NUMISM PC z A M Da ON _10-Hr�� OrG&JERAN BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL STACK STACK STACK STACK STACK 10 STACK 7 KEY MAP FOR PENTHOUSE FLOORS O c' LEGEND: o SLAB FULL DEPTH SPALL (SF) RUST SPOTS (FA) OR SLAB TOP SPALL (SF) '''ZOvvv UNDERNEATH CR KS (LF) --D- SLAB EDGE DAMAGE (LF) ,® O -� SLAB SPALL UNDERNEATH (SF)®4, SLIDER GLASS DOOR -sa- SPALL AT COLUMN (CF) Cro HANDRAIL (LF) -H- STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LF) -s- STRUCTURAL ]ENGINEERING PROFESSIONALS, MC. �— 00JEA-m- CA#8539 751 Northlake Blvd., Suite 2C North Palm Beach, FL 33408 Phone: (581) 844-4080 DRAWN TG CHECKED DC SCALE NTS ISK�5 SHEET 2 OF 2 UNIT1204 C F.5SGD SGb NOTE: • TILED FLOOR • 5%TILE FLOOR SOUNDED HOLLOW FLOOR MA M3M UNIT1104 SGD SGD NOTE: • TILED FLOOR • 35%TILE FLOOR SOUNDED HOLLOW FLOOR MA SIM UNIT 804 SGD SGD LOOSE RAIL WATER STAINS UNIT1004 SGD SGD_ C aw W9099i NOTE • TILED FLOOR • 5%TILE FLOOR SOUNDED HOLLOW FLOOR N*AEIM ' W UNIT 704 SGD SGD L1 06 =?-;;w =;3= =5A =;-m m; W_ STACK STACK STACK4 STACKS NOTE: • TILED FLOOR NOTE: • TILED FLOOR NOTE: • TILED EDGE STACK 10 5%TILE FLOOR SOUNDED HOLLOW • 20%TILE FLOOR SOUNDED HOLLOW STACK 7 • 5%TILE FLOOR SOUNDED HOLLOW ROAR NUMBM FLOOR MUM 8B( FLOOR NL&SM 71, KEY MAP FOR 3RD -12TH FLOORS Q UNIT 604 SGD SGD NOTE: TILED FLOOR 10%TILE FLOOR SOUNDED HOLLOW FLOOR M16 SEAL APPROVED BY:, DAVID,COLSTON, P-E:.; FL REG'#55501 DATE: L �� ~ UNIT 0• iLmnlpulq��m)nnl�(uDt�n.�nm,)mm)Onl��t FLOOR BALCONY REPAIRS UNIT 404 SGD SGD C NOTE: • REMOVE FLOOR FINISH FLOOR NUL19 + 4& Z 3100 N HIGHWAY A1A FORT PIERCE, FL LEGEND: p SLAB FULL DEPTH SPALL (SF) © RUST SPOTS (EA) p OR SLAB TOP SPALL (SF) M UNDERNEATH CRIKS (LF) —�— SLAB EDGE DAMAGE (LF) 0 � Ogyp —0E. SLAB SPALL UNDERNEATH (SF) 371 SLIDER GLASS DOOR 30- SPALL ATCOLUMN (CF) C-0 HANDRAIL(LF) —H— STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LF) —S— E P �— CA#8539 STRUCTURAL IENCINIE ERIN G PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C phone; 581 844-4080 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS SK-6 SHEET 1 OF 2 FLOOR Mom# ROOF z F /1�' .l - - - - - R. *01 -ml 7 SEAL APPROVEQ`,BY: PAVID COLSTON, P.E. FL REG #55501 p' DATE: � � ;/•�/� PH-A4 W t-=' SGD SGD FLOOR NUAIBEFb PA o �✓ p%:9 � �(LY1 r1•J •{ I ki-W A"Y! z 0 PH-D4 �1 H�� M2rY9C�P31t�_l �S� STACK2 STACK STACK4 STACK STACK 10 STACK 7 KEY MAP FOR PENTHOUSE FLOORS O PC FLOOR NUMBS# PO LEGEND: o SLAB FULL DEPTH SPALL (SF) RUST SPOTS (FA) p D SLAB TOP SPALL (SF) Q UNDERNEATH CR KS (LP) -c- SLAB EDGE DAMAGE (LF) � ® O SLAB SPALL UNDERNEATH (SF) ?;.'� SLIDER GLASS DOOR �a- SPALL AT COLUMN (CF) Cro HANDRAIL (LF) -H- STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LF) �- aA X �6 O J HrE� IWOn""E'A ly BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL �J tw- �— CA#8539 STRUCTURAL ENGINEERING ING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS s!00K.6 SHEET 2 OF 2 UNIT1203 SGD m SSGD POST POCKET FLOOR NUMBER ' UNIT 903 SGD SGD 7Ja' — FLOOR NUAAsm ' UNIT 603 SGD 3GD NOTE: TILED FLOOR • 100%OF TILE FLOOR SOUNDED HOLLOW FLOOR MJNB�F � z SEAL APPROVED BY: - l DAM6,COLSTON, P.E. FL• kG #55501 . DATE: GO ��Illi FLOOR NUMBER; UNIT 803 W SGD SGD RAIL POST REPAIR NOTE: • TILED FLOOR • 40% OF TILE FLOOR SOUNDED HOLLOW FLOOR MIFF UNIT 503 SGD _SGD 7 POST POCKET REPAIR FLOOR MINBM g1 �� � r 0M pHrE, 0`,E�A N BALCONY REPAIRS UNIT1003 RE•ISPECT DURING CONSTRUCTION 3GD SGD L-C-JQ-��--- lgvphl FLOOR NUM1M in kp UNIT 703 SGD SGD NOTE: • TILED FLOOR • 15%OF TILE FLOOR SOUNDED HOLLOW AVEbl FLOOR NUABM 7% tp UNIT 403 W 3GD SGD C NOTE: • TILED FLOOR • 40%OF TILE FLOOR SOUNDED HOLLOW OR FLONU BM 'a0 3100 N HIGHWAY A1A FORT PIERCE, FL STACK2 STACK STACK4 STACKS STACK10 STACK? KEY MAP FOR 3RD -12TH FLOORS O LEGEND: o SLAB FULL DEPTH SPALL (SF) "®a" RUST SPOTS (EA) SLAB TOP SPALL (SF) fy?r xxZO UNDERNEATH CR�}KS (LF) -D- SLAB EDGE DAMAGE (LF) � mm OUy SLAB SPALL UNDERNEATH (SF) M SLIDER GLASS DOOR -sd SPALLAT COLUMN (CF) Cro HANDRAIL(LF) -H- STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LP) �- ^J ��E P �— CA#8539 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C phone; 581 844-4080 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS s K-7 SHEET 1 OF 2 FLOOR N PH-C3 SGD ^ SGD ® � ILL``Shcl I C f POST POCKET FLOOR NUNS PO FLOOR NUMBIM PA 0 PH-D3 SGD n SGD C _�j' -- Ell —�_�- FLOOR NUS PD 0 0A1� D6 0 N T-- M, 0Crl Ell A 1E BALCONY REPAIRS SGD SGD r— FLOOR NUl!®6# PB 3100 N HIGHWAY A1A FORT PIERCE, FL STACK STACK STACK STACK KEY MAP FOR PENTHOUSE FLOORS Q 5 LEGEND: F SLAB FULL DEPTH SPALL (SF) 0 RUST SPOTS (EA) p OR SLAB TOP SPALL (SF) %;4l! UNDERNEATH CRIKS (LF) -C- SLAB EDGE DAMAGE (LF) O SLAB SPALL UNDERNEATH (SF) LZS\t SUDER GLASS DOOR SPALL AT COLUMN (CF) C-0 HANDRAIL (LF) -� STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LF) -S- SPEND CA#8539 STRUCTURAL ENGINEERING �{ PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTS SK�7 SHEET 2 OF 2 UNIT1201 — SGD C I= SGD SGD C ANCHOR OPENING FLOW NUMBER I1 UNIT1001 r m_­1­11­­_1___"_=" __11_1._w,_7 'SEAL , APPROVED BY: DAVID COLSTON, P.E. FL REG #55501 _ / DATE: FLOOR NUM' SGD UNGI p11 O1 1 C f I FLOOR NUMBER HINW11111 nnn I FLOOR NUMBER 91h UNIT 801 UNIT 701 W SOD SGD — SGD — SOD SOD SGD JOINT SEPARATION - = o- UNIT 601 w SGD GO �- — SGD — — — F , — — FLOOR NUMBER M UNIT 401 w SGD FLOOR NUN66# fi Z UNIT 501 SGD SGD SGD _ ice'-1'T 7-{7TJll C [L TILE ® EDGE TO BE REMOVED FLOOR NUS 5b Z S CI n�n�i�ngIII wit P1Lutwml!till 111 it!SI If I KEY MAP FOR 3RD -12TH FLOORS Q F LEGEND: SLAB FULL DEPTH SPALL (SF) ® RUST SPOTS (EA) ZO OR SLAB TOP SPALL (SF) 0. UNDERNEATH CR�LKS (UP) —C— SLAB EDGE DAMAGE (LF) Q IJ14:44J 000 — SLAB SPALL UNDERNEATH (SF) M] SUDER GLASS DOOR moo_ SPALL AT COLUMN(CF) C-0 HANDRAIL (LF) —� STUCCO WALL DAMAGE (SF) W-0 SHUTTERS (LF) —8— NOTE-- NOTE: DECK COATING PEELING ® EDGE • TILED FLOORS •40% OFTILE SOUNDED HOLLOW DRAWN TG FLOOR NUMBER FLOOR Nutt spa CHECKED DC SCALE NTS 8A ADS ON -ASP rR 0�JEJA-11 BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL -1 �E P �— CA#8539 STRUCTURAL �L �E�TGIN E1ERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone; 561 844-4060 North Palm Beach, FL 33408 SK-8 SHEET 1 OF 2 c FLOOR M1MBEF ROOF MOISTURE DAMAGE-" `POST POCKET REPAIRS NOTE: • WATER NOT DRAINING FLOOR MJM IM PB PH-D1 SGD r-1 SGD �-I SGD _W —�% T c RAIL POST POCKET REPAIRS FLOOR NU BIM Ps) PH -Al 8G0 SGD C SGD W-20_ =t�l�_J EIL i-S POST POCKET NOTE: • SHUTTERS ®DOORS FLOOR NUMBM PA PH-c1 SGD SGD r—I SGD NOTE: • WATER NOT DRAINING FLOOR NAMM PC 0A I D8 0H 9I'-IHrE-' 0�'�'A � J' BALCONY REPAIRS 3100 N HIGHWAY A1A FORT PIERCE, FL LEGEND: OF SLAB FULL DEPTH SPALL (SF) 0r RUST SPOTS (EA) p O SLAB TOP SPALL (SF) Q UNDERNEATH CRIKS (LF) --C- SLAB EDGE DAMAGE (LF) 1� U" SLAB SPALL UNDERNEATH (SF) SLIDER GLASS DOOR -SO- SPALL AT COLUMN (CF) C-0 HANDRAIL (LF) -� STUCCO WALL DAMAGE (SF) W-O SHUTTERS (LP) �- STRUCTURAL ENGINEERING EERING PROFESSIONALS, H ��E P �— CA#8539 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 DRAWN TG CHECKED DC SCALE NTSJj juts SK�8 SHEET 2 OF 2 GENERAL NOTES I. REFERENCE MATERIALS: FLORIDA BUILDING CODE, 2017 EDITION WITH REVISIONS AND SUPPLEMENTARY CODES AND STANDARDS REFERENCED THEREIN. 2. REFER TO THE CONCRETE AND WATERPROOFING REPAIR SPECIFICATIONS, ???????? CONDOMINIUM. FOR DETAILS OF SCOPE OF WORK, MATERIALS, AND GENERAL REPAIR PROCEDURES. 3. REPAIRS SHALL BE IN ACORDANCE WITH REPAIR SPECIFICATIONS AND STANDARDS SET FORTH BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) AND APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI-14). PREPARED CONCRETE SURFACES TO RECEIVE 3/4' MIN. OXIDIZED (CORRODED) BARS CLEARANCE UNOXIDIZED do TIGHTLY PATCH REFER TO NJ N{�5 BONDED BARS TO SECTION THROUGH L REFER 7 CONCRETE MEMBER I NOTE # APPLICABLE TO HYDRODEMOLITON, HYDROMILUNG, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPLICABLE TO HORZ., VERT AND OVERHEAD LOCATIONS 4. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE DAMAGED OR OXIDIZED REINFORCING STEEL ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. 5. PROVIDE MINIMUM 3/4' CLEARANCE BETWEEN EXPOSED REPARS AND SURROUNDING CONCRETE OR 1/4" LARGER THAN LARGEST AGGREGATE IN REPAIR MORTAR, WHICH EVER IS GREATER. 6. CONCRETE REMOVAL SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE OF BOND INHIBITING COROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. MINIMUM EXPOSURE OF CLEAN STEEL IS 2" OF BAR. 7. IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED. B. ANY REINFORCMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. APPROVED BY:. D"ID GOLSTON, P.E. FL REG #55501 DATE, CAUTIONI BEFORE STARTING CONCRETE REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER(S) AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS AND AT COLUMN EXCAVATIONS. METHOD PREPARED SURFACE 1//2' SAWCUT MAX OR TO RECEIVE REPAIR LFSS AS NECSSARY TO MATERIAL AVOID CUTITNG— I REINFORCING STEEL - j ---- 7 SECTION THROUGH IOF EXC CONCRETE MEMBER APPLICABLE TO HYDRODEMOLTTON, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPILCABLE TO HORZ., VERT AND OVERHEAD LOCATIONS B. SANDBLAST STEEL REINFORCEMENT TO REMOVE BOND INHIBITING MATERIALS SUCH AS RUST. IF THE REINFORCEMENT BAR'S CROSS —SECTIONAL. AREA HAS BEEN DIMINISHED BY 15X OR MORE, THE BAR WILL REQUIRE REPLACEMENT. MINIMUM LAP DISTANCE IS 40 TIMES THE BAR DIAMETER. WHERE UNABLE TO LAP THE FULL DISTANCE, REBAR MAY BE DOWLED A MINIMUM OF 4' INTO SOUND CONCRETE WITH EPDXY. 10. AT EDGE LOCATIONS PROVIDE APPROVED RIGHT ANGLE CUTS. AVOID FEATHERED EDGES. EDGE PREPERATION GUIDELINES PATCH CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE. FOR EXAMPLE dm j%qA PREFERED PREFERED ' 11. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOSELY BONDED AGGREGATES). CHECK THE SURFACES AFTER CLEANING TO ENSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 12. PRIME AREAS TO RECEIVE REPAIR MORTAR WITH BONDING AGENT PER SPECIFICATION. 13. PATCHING MATERIAL TO BE POLYMER MODIFIED REPAIR MORTAR PER SPECIFICATION. CAUTIONI BEFORE STARTING REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO — COLUMNS. NATION TO 15X N CROSS INLESS BY ENGINEER MAX SHORING' POST INSTALL —ATION • I • SHORING POST INSTALLATION SHORING POST \` EXCAVATED INSTALLATION CONCRETE O �2' MAX COLUMN EXCAVATION LIMITS NOW cum WALL L TYPICAL SHORING PLAN TEMPORARY 8AMM F"Am '"R°"°R 1/2' SAW Mff AT CONSTRUCTION SHORING MOM PEIDM -M (1YP) IN WALL OLUMN PARML DECK 1. SHORING REQUIRED AT THE ENGINEER'S DISCRETION AND DIRECTION OR WHERE REPAIR (1YP)EXCAVATED fOR 3' DEPTH ElfCAVATKM2. DECK EXCEEDS 25% OR 50 SFT. ALL SHORES TO BE TELESCOPING STEEL SCREW JACKS WITH A RATED LOAD OF 5000 LBS MIN. WHEN EXTENDED TO 8' UNLESS OTHERWISE NOTED. �()R v 3. ALL SHORING TO BE PLACED AS DIRECTED BY THE ENGINEER AND PRIOR TO m oYERMD REPAIR (1YP) -- -{ O• �--- EXCAVATION. I4. AFTER INSTALLING SHORES, TIGHTEN EACH SHORE TO HARD FIT PLUS 1/2 TURN. 5. SHORING POSTS SHALL NOT BE RELEASED UNTIL NEWLY INSTALLED REPAIRS HAVE CURED TO 95% DESIGN STRENGTH OR FOR A MINIMUM OF 14 DAYS, AT TYPICAL SECTION THRU SLAB REPAIR I ENGINEER'S DIRECTION. SEE REPMR SPMW MN MR DEILALS GENERAL CONCRETE REPAIR PROCEDURE AND SHORING 3100 N. HWYAIA FORT PIERCE, FL 34949 STRUCTURAL ENGINEERING Jp P]L-1®IF ESSFONALS, INC. 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 CA#8539 North Palm Beach, FL 33408 Fax: (561) 844-1001 J DRAWN JC CHECKED DC SCALE NTS SK�9 SHEET 1 OF 1 WIND LOAD INFORMATION NOTES: Y4" Tapcon 12" on center, 11" Embed, repair all fastener holes at the end of removal (TYP. Top & Bottom) "Only for impending hurricanes � I 2X, 16d nails in each 2"x4" stud (TYP. Top & Bottom) Top Section View 2%4" Strongback brace to be installed at half height of wall 1-12d nail in each 2"x4" stud Kicker brace leg 16" on center 1-12d nail in each end Kicker brace base 2"x4" Y4" concrete tapcons at 12" on center "*Only for impending hurricanes APPROVED BY: ' DAVICD COLSTON, P.E. FL REG455501 DATE:./ Foam or carpet, secure to the top cap of wind wall (TYP. Top & Bottom) 1 "x 2", used to secure visqueen to wind wall DA51C WIND SPEED 170 MPH WIND EXP05URE CATEGORY D INTERNAL PRE55UPE COEFFICIENT ± 0.18 EDGE DISTANCE 8 FT BUILDING ENVELOPE CATEGORY ENCL05FD 10 5Q FT E.W.A. COMPONENT AND CLADDING LOADS: WALL EDGE: +GG, -105.5 P5F WALL INTERIOR: +GG, -59.4 P5F I Visqueen—tape & staple visqueen as needed to secure to wind wall (TYP. Top & Bottom) Secure Y2" plywood to the 2"x4" studs at 8" on center with 8d nails (TYP. Top & Bottom) li Post Shores Between Top I All 2" x 4" on 16" centers and Bottom 2x's Spaced .. at 32" O.C. (Max) Visqueen (6 MIL THK) tEl to cover entire wall Caulk both sides of wind wall top to bottom Y2" Plywood Visqueen (6 MIL THK) over plywood Caulk entire plate to concrete Reinforce alternating studs "ONLY FOR IMPENDING HURF Y2" Plywood Visqueen (6 MIL THK) over plywood Bottom Section View )ee TYP. call —outs on top section view. WEATHER WALL DETAILS 3100 N. HWY Al FORT PIERCE, FL 34949 ARM E �— CA#8639 1) Tapcons into ceiling and interior floor shall be at the discretion of the FOR based on existing weather conditions. Contractor may normally substitute extension shoring posts to compression fit weather wall between each vertical stud for temporary support. 2) In case of hurricane warning or watch, FOR will issue an official letter at his discretion to have contractor install Tapcons and weather kicker braces. 3) Weater wall in intended primarily for moderate weather protection to prevent normally encountered winds, rain, and some micro dust. As with Hurricane rated doors and windows, wind blown rain at hurricane rated winds may result in some water getting past the wall. --1 1--- 6" M i n STRUCTURAL ENGINEERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 Fax: (561) 844-1001 I..JV IV V,1� DRAWN JC CHECKED DC SCALE NTS SK-1 0 SHEET 1 OF 1