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Home My WebLink AboutALTERATION DRAWINGSSTRUCTURAL DESIGN CRITERIA: THE DESIGN CO PLIES ITH THE REQUIREMEWTS 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; 0.6DL+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 EXISTING POOL 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 DEMOBIUZE EXISTING FAMILY ROOM REMOVE TWO CONCRETE COLUMNS PER PLANS T., PROJECT, EXISTING KITCHEN EXISTING DINING ROOM EXISTING POOL ROOM EXISTING FOYER AREA OF WORK. REMOVE TWO CONCRETE COLUMNS PER SCOPE OF WORK ON S-1. EXISTINP TRUSSES TO REMAIN SHORE EXISTING PLANS EXISTING MORNING ROOM EXISTING PLAN WITH DEMO SCALE = 1/4" TO 1'-0" EXISTING MAIN RESIDENCE 44 POST SHORE -TYP. PER PLANS EXISTING 12"x3O" _� CONCRETE BEAM W/ (2) #5 BARS TOP, MID., & BOT. CONTRACTOR TO VERIFY EXISTING LIVING ROOM EXISTING SHORING PLAN SHORING TO REMAIN IN PLACE UNTIL NEW STEEL PLATE HAS BEEN COMPLETELY INSTALLED SHORING BEAM = 4x6 WITH MAX. SPAN OF 4'-0" SHORING POST 4x4 WITH MAXIMUM' HEIGHT OF 12'-0" OR STEEL SCREW JACK UPPER DECK EXISTING 2x12'S C 16" O.C.'. i IMBER BM S.Y.P. GD. 2 = 1250 PSI MIN. CONSTRUCTION PLAN'; SHEET DESCRIPTION S1 COVER SHEET AND NOTES S2 ALTERATION PLAN AND SECTION TOTAL NUMBER OF SHEETS = 2 GENERAL NOTES: DESIGN LOADS: ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 30 PSF FLOOR LIVE LOAD = 40 PSF LIVING/ 60 PSF BALCONY FLOOR DEAD LOAD = 25 PSF LIVING/ 5 PSF BALCONY CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2017; 6TH EDITION, EXISTING FBC 2017, AISC, ASD, & ASCE 7-10. 8 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, FOUNDATION: 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 NDTES: 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. 5. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR 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. 2"x4'! HORIZONTAL BRACE ATTACH W/ (2) 16-d'NAILS EACH POST, BRACE NOT RQES. FOR STEEL SCREW JACK POST 18"x16" DBL 3/4" CDX Pl.400D MUD SILLS FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. 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 0 APR S 6 2018 ST. LucCounty, Permitting PROJECT: HARDING RESIDENCE ALTERATION PLANS HARBOUR RIDGE LOT11 FLORIDA c:sm EN I N E E R I N G CIVIL • STRUCTURAL MARINE CSM ENGINEERING' LLC 2❑EI1 SE OCEAN BOULEVARD SUITE I STUART� FL13RIDA 34996 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIY11ON: 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, LLC. 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 C2018 ST. LIiCTF COUNTY RTSI .]TTN ION REVIEWED FOR COAL C 1 REVIEWED 1#Y DATE GG P� I l PLANS AND PERMIT MUST 9E KEPT ON 701D OR NO INSPECTION WILL BE DIADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ' COMPLY WITH ALL APPLICABLE CODEB� 6GANNW By p r•r,�_,.— _.___ __. , , ._......_,ryya Ha,i J.,S.LII IhV , dlL11� vi1' i i if„IL.�7I Y ARE THE RESPONSIBILITY OF THE CONtRACTOflOFRECORD PERMIT SET 4-1 -18 FILE COPY 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 3 4 5 DESIGNED BY: CAD DRAWN BY: CAD CHECKED BY: CAD PLOT DATE 16—Apr-2018 X:\MASTER PLAN — HARDING SCALE AS SHOWN PROJECT J: rj1tl I1rrt 7 .......... -}fin. 1 HARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER N0. 76910 SHEET NAME: COVER AND NOTES a..,.,.,..,^.....,.�...,�,w.®®..^.,,..^.,. SHEEP S-1 ! :: Am, (2) 5/8"Ox8" EPDXY OR WEDGE ANCHORS MIN. CONCRETE EMBEDMENT 6"-T�P-1'-O' MAX.-" .I_ 5'-,i' AT EACH END -TYP. -I 3/4"0 -TYP. SCALE = 1/4" TO I1'-O" 5/8"Ox8" EPDXY OR WEDGE ANCHOR INTO CONCRETE PER PLANS 3/15" C4x7.2 CHANNEL ELEVATION SCALE:1 =1 -0 CONTRACTOR TO VERIFY EXISTING FOOTINGS PER NOTES C4x7.25 CHANNEL, SEE SECTION AND ELEVATION DETAILS. CONTRACTOR TO VERIFY TWO CELLS FILLED AT END -TYP. CONTRACTOR TO VERIFY EXISTING FOOTINGS PER NOTES 2.5"Tx8"Wx3/8" THICK STL MENDING PLATE lz� Fv=50 KSI CONTRACTOR TO VERIFY FOOTING MEETS OR EXCEEDS ONE OF THE FOLLOWING CONDITIONS: 1. SQUARE FOOTING: 30N30N12" 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 NO WORK. 4. THE ABOVE DESIGNS ARE BASED ON 2,500 PSF SOIL BEARING PRESSURE AN 3,000 PSI CONCRETE STRENGTH. A (2) 5/8"Ox8" EPDXY OR WEDGE ANCHORS MIN. CONCRETE EMBEDMENT 6" -TYP. 5" TOP OF BOND BEAM = 12'-6" CONTRACTOR TO VERIFY EXISTING 12%30" CONCRETE BEAM W/ (2) #5 BARS TOP, MID., & BOT. CONTRACTOR TO VERIFY •e EXISTING 2x12'S AT 16" O.C. MAX. •! �'' `� TO REMAIN • a, jjjfLL..... 6. .� , S.. ��jC4x7,2 CHANNEL; Fy=50 KSI 5/8"0 A325 ALL THREADS EPDXY OR WEDGE ANCHOR INTO CONCRETE PER PLANS C4x7.2 CHANNEL SECTION TO CONCRETE BEAM SCALE:1"-1'-O" 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 FROM SUN OCEAN DESIGN DATED-8-26-88 8. ADHESIVE SHALL BE SIMPSON EPDXY TIE ET22 OR HILTI RE-500. PROJECT: HARDING RESIDENCE ALTERATION PLANS HARBOUR RIDGE LOT11 FLORIDA ENGINEERING CIVIL a STRUCTURAL MARI1 CSM ENGINEERINGI LLC 2081 SE OCEAN BOULEVARD SUITE I A STUART9 FLORIDA 34996 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZA110N: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRI( AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO B REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRIT 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, 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 C2018 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 ST. LUCIE COUNTY 5-3-18 5-8-11 3 4 5 DESIGNED BY: CAD DRAWN BY: CAD - CHECXED BY: CAD PLOT DATE: 08-May-2018 X:\MASTER PLAN - HARDING SCALE: AS SHOWN PROJECT H 1 H P 7 tY� ``119 oef NA }off �' •'�� i P F V, 1 CHAR LES A ARDEN JR DA FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76 SHEET NAME: ALTERATION PLAN & DETAILS SHEEP �: � �......Wm..M...... S-2 s