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Home My WebLink AboutREVISIONI•' � � r 7 , PRIVATE RESIDENCE GENERAL NOTES: , CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWMG CODES: A FLORIDA BUILDING CODE 2017; STH EDMON, 2017 DO MG BUILDING CODE ASCE 7-10, ASD, NOS, & Asc CONCRETE - I ALL CONCRETESHALL BE BAG MIX CONFORMING TO ATSM C94. MINIMUM COMPRESSIVE STRENGTH OF: A 5000 PSI O 28 DAYS 2 ALL CONCRETE WORK SHALL COMPLY WTTR THE RMUIRE34MM OF THE ACI BUILDING CODE (ACI 318-11), THE ACI DETAIUNG MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). 1 ALL TIMBER TO BE S.Y.P. GO 12 PRESSURE TREATED LUMBER 2 ALL HARDWARE AND CONNECTORS TO BE GALVANIZED OR STAINLESS STEEL STRUCTURAL DESIGN CRITERIA: ALTERATION LEVEL. TWO DL = 5 PSF LL = 100 PSF WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED; 132 NOMINAL EXPOSURE 'D' ENCLOSED DESIGN STAND ALONE TIMBER LANDING/STAIR 437 632 410 rmll se, 436 633 411 38 412 637 435 413 636 635 634 434 _ 433 BATH 667 HOUSE 666 #13 aRaE SITE MAP SCALE: 1/16' = V-0' REVISION ZEXISTING RESIDENCE TO REMAIN O �h •Sp, EXISTING 24"0 MANHOLE TO REMAIN �N PROPOSED NEW DETACHED TIMBER LANDING/STAIR PER PLANS LANDING LOCATION SCALE = 1/16" = 1'-0- SCANNED BY St. Lucie uuunty zIL4I�,0� o cg�'o Fps GE Rqv°��OMP o 91. 60 414 RECEIVED qI0._ 415 m SHEET DESCRIPTION S-1 COVER SHEET AND NOTES S-2 FRAMING PLAN S-3 SECTIONS SCOPE OF WORK 1. REPLACE EKISDNG TIMBER DECK WITH NEW DETACHED TIMBER DECK PER PLANS. 2. DECK FINISHED SURFACE TO BE INSTALLED UNDER 30' FROM TOP OF EXISTING GRADE — RAILING NOT REQUIRED. Lu TIMBER LANDING/STAIR rtment arty PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SIN DORAN BOULEVARD STUART, FLORIDA 34994 772.220�460I ET 3E Fr.E.N CERnFlATE OF AUTHORIZATION: 29057 ME BUDOR HPESY aPRBStY RESF.W6 RVER QOOMN VY COTADNf AVD OTHER PRDPFAR RSHR DESf PWS NN Neuvas WxE xor m eE RPXpOXFD. Duxrm. m1xD. OR m twm N oR waL¢ W113DE VI F OB n E E PERSIMMON I CON ENt F CS9 S ME ES U N10TFN ffF1B590N AND [DI6EM Of [SY ENG0.'BAN n LLC. TIES DDMIDD, Of MUST AHD DLOO6 NmRPORUM NEREN. AS M MMMARI R OF PROFESEHUI SRrTF. 5 ROPRIY OF CM EN3MOWG ILL AHD 6 Mr IS DE USED, A MULE DR N PME FOR AYt MER PNOIECI MMODt M WRSTEN NIIINiP.11ON M BEIM mOMFPA'q JIG 6Y DKOIEE NIG. ILL CFTROII MIDIS PERMIT SET: 5-21-19 NOTES & coNMEMS NL DODGERS 9W1 BE VERNRD N RE FIID BM LIE oommi:IFR. or L DIPIl O S. RESPot9R£ FlIR ME omaDlwnox of nu oNEw6E6. NL YNR RDGUD ffmM, To 11111r MUM I M DESINm BR: vMa¢ nma D?IRH 0V: TVA¢ nsvl a,Ec'm W. R'M6 bBLY E[V£ uRux PIDlmfk 1111 1111/, }L=N rd= itally igned�byT� ra,,a G5}es- . o Date �RATE CHARLFS A CAREEN JR ROIm1 R61® P9ft$YW M@ ,A IS � 'COVER SHEET, NOTES, AND MAPS R�tA S-1 - - - --r EXISTING STRUCTURE TO REMAIN. - — (4 A 6- WDL WS_ ATYP. DRILL LES u n CONNECTOR A: CONNECTOR B: USP-JUS26Z SIMPSON WS24 RIM JOIST (4) #10dX1-1/2' RIM JOIST (4) 110d%1-1/2' JOIST (4) #10dx1-1/2' STRINGER (2) #10dx1-1/2' UPLIFT = 1,115# UPLIFT = 320# GRAVITY = 870# GRAVITY = 470# CONNECTOR C: SIMPSON BC40Z POST (6) 116d CONCRETE (4) 3/16'0X1-1/2' MIN. EMBEDMENT UPUFr = 510# GRAVITY = 10000 N In Fn NEW FOOTING 12' WIDE X 12' EEP X 48' LONG WITH 2-15 BOTTOM CANT. BARS EXISTING 24'0 MANHOLE R}Q PROPOSED LANDING AN STAIR ARE TO REMAIN S,o DETACHED/STAND ALON EXISTING STRUCTURE TO RETRAIN. _ 'DT ADO ST A FOOTING PER PLVN 3'311° , 3 -1)# 2x6 RIM JOIST C L — ---- �Ij11 2z6 y �• S.S. 3/8.0 CARRIAGE THRU BOLT WITH ® ,5 o `� - NUT AND WASHER Y EXISTING 12'W X 16' DEEP CONCRETE �+ 2x6 x O� /`O p FOOTING WITH (2) #5 BOTTOM BARS l 13' o . �. p ?t S.S. 3/8.0 CARRIAGE THRU BOLT WITH ' NP / NUT AND WASHER, 12i4 X IV DEEP CONCRETE FOOTING WITH (2) #5 BOTTOM BARS - (2) SIMPSON A23Z ONE EACH SIDE OF GO / RAFTER AND TO ATTACH TO CONCRETE W/ (4) 3/16'0x1}' MIN EMBEDMENT TAPCONS AND ATTACH TO STRINGER 2-9' W/ (4) S.S. Ed NAILS LANDING AND STAIR PLAN SCALE: 1/2' = 1'-0° TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRU.CTURAI • MARINE CBM ENSINEERINGF LLC 200 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4601 wwW.CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29057 TIE CRIBBER NEW( EYPNESSLT RESUME x1S/NER'CNAON IN MPIPoIHT .WD "M PRDR RIGNIS TRF PITM AND DPANNOS ARE NOT N BE REPRDWCED, OVM.m, mFlEN' OR ASSIGNM TO MT MWER O PMIY U ANY MRY OR BANNER MIKNWI RIM WMING FIE OPRESS wxIIEFN PERN6'UI INN COMM a CSY ENGW % UL IM WOPIOR, M MI AND DESENS INCDRPDMTO MON.. AS AN IMMUNDR OF PROFES W SU NTT, 5 MYTIFY OF MI EYONC➢BING. LIC AND 5 MT N BE MO. N WINE OR IN PRO FOR MT GIVER PRORSO MDT THE AFFEN YTMMPAMIN OF M BUNIMLLIK U. CSN ENGR ECPoNq UC COPMw [MIS NOTES &COIINENIS NL DIYQ6DN, S U' 9 MFOD IN TF FEN BY IRE DJN OMR, W O)NINLIOR 6 REFORSBU MR FINE OX)RDINAMN OF ALL NIM MONS Au swES xouTm wrtuN M 11W" INM DEGFIm Bh. DYA6 oA®a DMwN BY: A CH Rw Bf" GeR6 ¢F0N 1.A�T1.1�,g 111111 1, ` PL Ri j f� � v rd a iY. itallysigned V,� CWRIFS A DARDEN A / DATE Man... 1 no. Taco N¢T NNO FRAMING PLAN Sf r. S-2 FILE COPY SIMPSON POST CONNECTOR BC40Z. ATTACH TO POST W/ _(6) 16d NAILS. ATTACH TO CONCRETE W/ (4) 3/16"4x1.5"MIN. EMBEDMENT TAPCON 12"WIDE x 12" DEEP CONCRETE FOOTING WITH 2—#5 CONT. BOTTOM BARS —TYP. USE THIS FOOTING WHEN NO SLAB IS PRESENT 2x6 JOIST PER PLAN m 1x6 DECKING ATTACH TO 2x6 JOIST W/ (2) #80x1-5/8" GALV. WD SCREW -TYP. DBL 2x6 TREAD ATTACH W/ (2) 10dx3" GALV. NAILS EACH STRINGER —TYP. 1" MAX. 1x5 RISER ATTACH W/ (2) 10dx1-1/2" NAILS EACH STRINGER —TYP. NOSING 2x10 STRINGER ATTACH TO POST AND CONCRETE PER PLANS —TYP. 1" NOSING —TYP. CONNECTOR "B" SIMPSON BUCKET LUS24 W/ (4) 1061.5" NAILS INTO .RIM JOIST AND (2) 10dx1:5" INTO STRINGER LANDING AND 12" WIDE x 12" DEEP CONCRETE FOOTING —TYP. USE THIS FOOTING WHEN NO SLAB PRESENT 1x6 DECKING ATTACH (2) #80x1-5/8" WD 2x6 RIM I I V-4" LANDING _'16" WIDE x 8" DEEP FOOTING WITH 2—#5 BOTTOM BARS 2—A23Z SIMPSON ANGLE ATTACH TO CONCRETE W/ (4) 3/16"Ox1j" MIN EMBEDMENT TAPCONS ATTACH TO STRINGER W/ (4) S.S 10d NAILS ON A EXISTING STRUCTURE TO REMAIN. 2x6 JOIST W/ SCREW -TYP. SCREWS GA. -TYP. >SIMPSON POST CONNECTOR BC40Z. ATTACH TO POST W/ (6) 16d NAILS. ATTACH TO CONCRETE W/ (4) 3/16"0x1.5"MIN. EMBEDMENT TAPCON CONTRACTOR HAS OPTION TO DROP FOOTING BY 4" TO INSTALL BRICK PAVERS ON TOP TI O N B TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NEnlES BOULEVARD JENSEN BEACH, FL 34957 c:r=m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 992-220.4601 w .CSM-E.NET CERTIFICATE OF AUT ORRATION: 29057 ME BOBEER HE92i DPRE4LY RER NES H5/HD co.01 Uw COMM AND DMER PROPSM BERM NEE PWS AND MWNGS ARE NOT N BE RRPRD O=. CHVYm, CO%m, OR AEZ N ANf LAIRD PIAIY P! MT FORM OR kWNm WENDER FBNOIR NOT OFNG NE OUREM WOMEN NEWSOM LAID CONSENT Of cw MWEEMNC, HO Me DDCWDO.. ME BOO, AND OESUR3 WORPORNTED ImHw, As AN HRRUW97 OF PRORffDN& 9AACF; 6 PRCPERN OF ¢u ENDNBRNG, IIL AND 5'l TO BE mm. N NONE mK vARI FOR . OFFER PROJM Y.IINOI NE BATTER A RFORUWPON Of ¢u w[iMEANC, U. ¢u ERDBUR NC. He conmDH C2015 NOTES & COUMENiS FOR NE OEDlm BY: oraa owm CAAWN D: ao CHECIIED BI: IX'a6 D�Wp SWG u N.ex P.N.HO i T�1p�inn/�� Pr:• ,CFN&, .. y gbl.tally sip ed bsiAr= uaYE;°: r• 1 p Oil p CRARIFS A DARDEN A DATE DDEA rsDs>®P N, D.,EA xo. Num sRD xN. SECTIONS NEP r S-3 FILE COPY OFFICE USE ONLY: DATE FILED: Y Ag REVISION FEE: �- 9 O PERIIIT # l (D — 0 � b RECEIPT # PLANNING & DEVELOPMENT SERN SCANNED BUILDING & CODE REGULATION DIVIS 2300 VIRGINIA AVENUE St, -Lucie FORT PIERCE, FL 34982.5652 Counfy (772) 462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE I ADDRESS: LA E� .: APR 2 12020 knitting Dep' rtment St. Lucie County, FL DETAILED DESCRIPTION OF PROJECT REVISIONS: n j� ltiFk J't'W , �e� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C CDC 6L L(Z w ST. LUCIE CO CERT. #:L'� BUSINESS NAME: Cis QUALIFIERSNAME: ADDRESS: CITY: !�-} STATE: PHONE (DAYTIME): a (03 (— q q FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ' STATE: FAX: FAX: ZIP: ZIP: FILE COPY 1/1 / / !- 1 UP KAIL SEE DETAIL C CAP TO SNAP PLATE AND SNAP PLATE TO POST WG#10 x 1-ln- S.M-S_ PLAN 111-11 -1 in PICKETS SPACEDSO THAT SPACED SO THAT A4" SPHERECAN NOTPASS THROUGH ALTERNATE SECTION A APR 2 1 2�20 Perrnitttr , ,partment St. Lucie County FL St. (2)#10 x 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION POST PICKET (z) #10 x 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION POST TO CHANNEL SECTION B ew� GUARDRAIL DETAILS � SCALE: 8" =,lW 1,;" ' rJ- CAST ALUMINUM FLANGE W114) EACH 318 x'1-71W EXPANSION BOLTS OR LAGS BASE`CONNECTION 1 - ELEVATION E�l lz�lcl r % I I 'I TG v t- &( c t d6v� OFFICE UQE ONL$: DATE FILED: �—�p 0 REVISION FEE: tD SCANNED BY St. Lucie County 1 PERMIT # ®'- RECEIPT # oZq-� AECEIvED `FE819101A •Rrtcnc- Perst CO LOCATION/SITE j� �pp ((�� ADDRESS: i 35 W4-4-eS bIu& J��SSVJ CJe�a cW YL 41Q Lrl DETAILED DESCRIPTION OF PROJECT REVISIONS: r1 ,1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C C.0 ks I� BUSINESSNAME: 00yGr6.,r'_ 0c QUALIFIERS NAME: ZCI-a ADDRESS: O fJ } CITY: C-e, STATE: PHONE (DAYTIME): 'n -(o31- !I' OWNER/BUILDER INFORMATION: NAME: CXJIP�41 CA - ADDRESS: y3s l-2 e- db Iy < CITY: -15f- STATE: PHONE (DAYTIME: (o%o- cjfl I - aZA3 ARCHITECT/ENGINEER INFORMATION: NAME: C5 MPill- CITY: i}u rw-I' U STATE: PHONE (DAYTIME): � I SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: MEW FAX: FAX: ZIP: ZIP: ZIP: FILE COPS'