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Home My WebLink AboutREVISIONOFFICE USE ONLY: DATE FILED: 9.+,O REVISION FEE: 1. LOCATION/SITE ADDRESS: PERMIT # — RECEIPT # PLANNING & DEVELOPMENT SERVI ES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 SEP 0 4 2018 (772) 462-1553 FAX (772) 462-1578 Sr. 1-usln. GqM , Parmitt_ in APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE C UNTY CERT. #: BUSINESS NAME: IY12 QUALIFIERS NAME: ADDRESS: PER CITY: STATE: PHONE (DAYTIME): FAX: % 0 — — 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: ` PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: w ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 ZIP: FAX: U Ks=� wl I' Allmarz— FAX: —Tv F I LE REEN ISION 0 STRUCTURAL DESIGN CRITERIA: THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE; 6TH EDITION MEAN ROOF HEIGHT 35, WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 160 MPH; ULTIMATE WIND SPEED; 124 MPH NOMINAL SPEED Qz 56 PSF WIND PRESSURE EXPOSURE "C'; ENCLOSED DESIGN Kz 1.01 ALPHA HEIGHT & EXPOSURE FACTOR 1.45 LOAD COMBINATIONS ASCE 7-10 CHAPTER 2A DL+LL; DL+0.6WL; O.6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 RISK CATEGORY II MAIN FRAME: MAX. HORIZONTAL LOAD +49 PSF MAX. VERTICAL LOAD -42 PSF SCOPE OF WORK: 1. MOBILIZE AND INSTALL TEMPORARY SHORING FOR TIMBER FLOOR SYSTEM PER PLANS. 2. INSTALL NEW STEEL CHANNEL PER PLANS. 3. DEMO TWO EXISTING CONCRETE COLUMNS AS LOCATED PER PLANS. 4. REMOVE PORTION OF CONCRETE AT TWO ARCH BEAM LOCATIONS PER PLANS. 5. REMOVE TEMPORARY SHORING. 6. RE -STUCCO ANY DAMAGED AREAS TO MATCH EXISTING. 7. CLEAN-UP AND DEMOBILIZE EXISTING FAMILY ROOM I I io -- 3 o V W Z• I d z c x� REMOVE TWO CONCRETE i COLUMNS PER PLANS C m 3'-0' HARDING RESIDENCE ALTERATION DRA WINGS EXISTING KITCHEN EXISTING DINING ROOM AREA OF WORK. REMOVE TWO CONCRETE COLUMNS PER SCOPE OF WORK ON S-1. EXISTINIS CEILING TO REMAIN SHORI EXISTING 9 PLANS ON 61tl1OLemWi);4p11OEel UiI.11YiI EXOnNO PLAN MH DEMO SCALE = 11,V To 1'-0" 4x4 POST SHORE -TYP. PER PLANS EXISTING POOL ROOM EXISTING LAUNDRY ROOM CONSTRUCTION PLANS: SHEET DESCRIPTION S1 COVER SHEET AND NOTES S2 ALTERATION PLAN AND SECTION TOTAL NUMBER OF SHEETS = 2 GENERAL NOTES: DESIGN LOADS: ROOF LIVE LOAD = ROOF DEAD LOAD = FLOOR LIVE LOAD = FLOOR DEAD LOAD = [11i161 4imi111mW 4111 20 PSF 30 PSF 40 PSF LIVING/ 60 PSF BALCONY 25 PSF LIVING/ 5 PSF BALCONY R 1=CFTVED SEP 0 4 2018 ST. Lucie County, Permitting 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2011; 6TH EDITION, EXISTING FBC 2017, AISC, ASD, & ASCE 7-10. B LEVEL TWO ALTERATION DIMENSIONS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH THE DIMENSION SHOWN ON DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. DO NOT ASSUME OR GUESS ANY DIMENSIONS, ELEMENTS, CONNECTIONS, OR ELEVATIONS. 2. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. 1 ALL FOOTINGS AND FOUNDATION ARE EXISTING TO REMAIN. FOOTINGS HAVE BEEN VERIFIED TO ACCEPT NEW POINT LOADS. CONTRACTOR TO VERIFY MIN. SIZES HAVE BEEN PROVIDED AS SHOWN IN THESE PLANS. BUILDING EXISTING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. 3. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ,-ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. EXISTING FOYER r EXISTING ENTRY] ` 5. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR j SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED AND APPROVED BY FOR PRIOR TO INSTALLATION. I f EXISTING MAIN RESIDENCE EXISTING 12"x3O" J CONCRETE BEAM W/ (2) #5 BARS TOP, MID., & BOT. CONTRACTOR TO VERIFY EXISTING LIVING ROOM SHORING TO REMAIN IN PLACE UNTIL ,NEW STEEL CHANNEL HAS BEEN COMPLETELY INSTALLED & CEILING REATTACHED SHORING BEAM = 4x6 WITH MAX. S0,AN OF 4'-0" SHORING POST 4x4 WITH MAXIMUMI HEIGHT OF 12'-0" OR STEEL SCREW JACK A UPPER DECK EXISTING CEILING TO REMAIN FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. T TIMBER BM S.Y.P. GD. 2 =11250 PSI MIN. 2' 41 HORIZONTAL BRACE ATTACH W/ (2) 1-dNAILS EACH POST. BRACE NOT R d. FOR STEEL SCREW JACK POST 16"A6" DBL 3/4" COX PLYWOOD MUD SILLS THE FLOOR SYSTEM SHALL BE TEMPORARILY SHORED IN ACCORDANCE WITH OSHA AND ANSI. THE DESIGN OF THE SHORING SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE PROVISIONS AND SHALL BE PLACED TO PROVIDE A LEVEL AND CONTINUOUS SURFACE FOR THE FLOOR SYSTEM TO REST ON. THE SHORING SHALL BE LEFT IN PLACE UNTIL ALL CONNECTIONS HAVE BEEN COMPLETED. EXISTING MASTER SUITE PROJECT: HARDING RESIDENCE ALTERATION PLANS HARBOUR RIDGE LOT11 FLORIDA r= m ENGINEERING CIVIL • STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 SE OCEAN BOULEVARD SUITE 1 A STUART7 FLORIDA 34996 O: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE .NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HERON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT �Q018 0,, 04" Rs* Ev—I N . BT LUCIE COUNTY BUILDING DIVIB('N RIVIEW,RD FOR COMPLIO REVIEWS DATE PLA S AND PFFiMIT MUST BE KEPT ON JOC > R NO INSPECTION WILL BE N h1)R+ FILE C6,P THESE PLANS AND ALL PROPOOMD WOtR ARE SUBJECT TOANY =RECTIONS H@OUIREDWFIfiLAIf•SP��ii;^S T„nT f WINE kECESSABY IN ORDER TO � CWTILY WITH ALL APPLICAL LE CODES. PERMIT SET 4-16-18_ z a o REVISED: a x Ic, 7-11-18 c� NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24'X36' PLOTS 2 REVISED PER FIELD CONDITIONS 7-11-18 4 5 DESIGNED BY: CAD DRAWN BY: CAD CHECKED BY: CAD PLOT DATE: 19-Jul-2018 X:\MASTER PLAN - HARDING 7-11-18 SCALE: AS SHOWN PROJECT: \1'yifl lPl{1�7j \�A. D%71 No.76910 15- _ CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: �.....wm..M. COVER AND NOTES SHEET 7S-1 MIN. th" (2) 5/8"Ox8" EPDXY OR WEDGE ANCHORS MIN. CONCRETE EMBEDMENT 6" -TYP. EXISTING COL. TO REMAIN q 3/4"0 HOLE SIZE -TYP. R 0 A SCALE = 1/4' 1'-0" —40 MIN. ORDER LENGTH (FULL PIECE)(NO SPLICE)- 5/8"Ox8" EPDXY OR WEDGE - ANCHOR INTO CONCRETE PER EXISTING CONCRETE COLUMNS TO REMAIN CONTRACTOR TO VERIFY EXISTING FOOTINGS PER NOTES C10x25 CHANNEL. SEE SECTION AND ELEVATION DETAILS, CONTRACTOR TO VERIFY EXISTING FOOTINGS PER 1 NOTES EXISTING CONCRETE COLUMNS TO REMAIN (2) 5/8"Ox8" EPDXY OR WEDGE ANCHORS MIN. CONCR EMBEDMENT 6" -TYP. EXISTING COL. TO CONTRACTOR TO VERIFY FOOTING MEETS OR EXCEEDS ONE OF THE FOLLOWING CONDITIONS: 1. SQUARE FOOTING: 30"x30"x92" DEEP W/ (3) #5 BOTTOM BARS EACH WAY 2. STRIP FOOTING: 16" WIDE x 8" DEEP W/ (2) #5 CONT. BOTTOM BARS 3. IF FOOTING IS MONOLITHIC WITH SLAB, CONTRACTOR MUST NOTIFY EOR. THIS FOOTING TYPE WILL NOT WORK. 4. THE ABOVE DESIGNS ARE BASED ON 2,500 PSF SOIL BEARING PRESSURE AND 3,000 PSI CONCRETE STRENGTH, W N EXISTING BEAM TO REMAIN sk- CHANNEL SECTION SCALE:1 "-V-0" EXISTING EPICORE SLAB TO REMAIN NEW CHANNEL PER PLANS EXISTING CEILING TO REMAIN STRUCTURAL AND MISCELLANEOUS STEEL: 1. GRADES: A. ALL STRUCTURAL SHAPES..................Fy = 50 ksi. 2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A992 GD. 50 (Fy=50 ksi) AND DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE AISC CODE OF STANDARD PRACTICE. 3. HIGH STRENGTH BOLTS (ASTM A325-N) TO BE THE TYPE SPECIFIED ON THE PLANS PROVIDE MATCHING H.S. NUTS AND WASHERS. 4. ALL WELDING TO BE IN ACCORDANCE WITH AWS LATEST "STRUCTURAL WELDING CODE - STEEL" (ANSI/AWS D1.1-2010). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY DUTY RUSTPROOFING PAINT. 5. ALL MEMBERS TO BE WELDED SHALL USE E70-XX ELECTRODES (MIN.). 6. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM "RED PRIMER OR APPROVED EQUAL (U.O.N.). FIELD PATCH PAINT AFTER ERECTION. SEE STRUCTURAL E.O.R. PLANS 7. THESE PLANS SHALL BE WORKED WITH THE ARCH. PLANS 8. ADHESIVE SHALL BE SIMPSON EPDXY TIE ET22 OR HILTI RE-500. PROJECT: HARDING RESIDENCE ALTERATION PLANS HARBOUR RIDGE LOT11 FLORIDA c:sm ENGINEERING CIVIL 9 STRUCTURAL MARINE GSM ENGINEERING' LLC 20B i BE OCEAN BOULEVARD SUITE 1 A STUART, FLORIDA 34996 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC, CSM ENGINEERING, LLC COPYRIGHT 02018 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36' PLOTS 1 CHANGES PER Sr.UCIE COUNTY 5-31 CHANGES PER LUCIE COUNTY 5-3-,B�5-6-18-8-18 2 CHANGES PER FIELD CONDITIONS 7-11-18 3 4 5 DESIGNED BY: CAD DRAWN BY: CAD CHECKED BY: CAD PLOT DATE: 19-Jul-2018 MMASTER PLAN - HARDING 7-11-18 SCALE: AS SNOWN PROJECT j: ggql4Ufpolpf l/! A. s cj No. 76910 y • TAT'E �lg Ir O A .. •.. ,, 'a &�'-��I� .............. . CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEEP NAME: ALTERATION PLAN & DETAILS SHEEP J: S—�®1�oem.�....�...�.,.,._..._ L