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HomeMy WebLinkAboutConstruction PlansDECORATIVE END POST CAP 2" X 6" P.T. WOO'. I I TOP RAIL CAP I I I 2" X 4" P.T. WOO I ! 2" X 2" PT, WOO I i PICKETS ® 5 1/2 I 1 MAX. 4" BETWEE! — -- V X 6" P.T. WOOL I I END POST I 2" X 4" P.T. WOO 1 I BOTTOM RAIL N A,C. COMP, MN. 9,04' N.G.VD 2" X 2" X 1/4" ALUMINUM TUBING FOR WALL MOUNTED BRACKET PROVIDE 1/4" TAP CONS 0 6" O,C, INTO CBS. WALL EXISTING GRADE — —� WOOD FLOOR JOIST WOOD BEAM (1) MTSM16 WITH (8)10d NAILS -- AND (4) 21/4" TAPCONS 0 EACH COLUMN OR HETA16 SET IN POUR WITH (6)10d NAILS TO WOOD BEAM 12" X 12" CBS. COLUMN 3 COURSES HIGH WITH (2) #5 BAR POURED SOLID WITH 3000 PS). CONCRETE DOWEL & EPDXY (2) #5 BAR MIN, 6" EMBED INTO FOOTER 24" W. X 24" W. X 12" D, COLUMN PAD #5 BARS 0 8" (EACH DIRECTION) TYPE 2 HANDRAIL NOTE: HANDRAIL TO COMPLY WITH 2O17 FB.C. TOP RAIL ----------- POST CAP — — 6"X6" END POST BOTTOM RAIL 4" THICK CON 2" X 6" P.T. WOOD TREADS 2" X if P.T. WOOD STRINGER EXISTING ROOF TRUSSES EXISTING HURRICANE STRAPS -- —— _— `- Gk 1 EXISTING FASCIA & DRIP EDGE I' rl— I 1 II ! rIIli— ! CISTING rII_ I I Il I -ow rll_I �NOTE THE WHOLE 1S BEING RAISED &WITH A NEW FLLOR SYSTEM I II I 111 -- -- EXISTING $" X $" X 16" CBS WALL r °- I 2" X 12" PS, LEDGER i !r I ANCHORED TO CONCRETE WALL r II— " " it DOWEL & EPDXY (1) 15 BAR 5/$ SLEEVE ANCHORS* 4$ O.C. i t-11— I MN.1V EMBED INTO EXIST. POURED CELL I I I r I NEW B" X 16" CONC BLOCK WALL 3%4" T&G SUB —FLOOR ON 2" X 12" JOIST I I I WITH (1) #5 BAR AS PER PLAN W IV O.C. SET IN JOIST HANGERS 11 1 1 1 ! i CUT LINE M EXISTING CBS WALL 1125 NAND, nnAAAAnAAAAAAAAAAAAAnnnnAAnAAnnAAnAAnnnnnnA "PROVIDE R-30 BATT INStAATION N FL. SYSTEM SIMPSON LUS210 AT EA. JOIST 2" X 12" SHORING UNDER LEDGER TAP CONCS TO CBS WALL (SEE PLAN FOR LACTIONS) EXISTING CONCRETE SLAB & FOUNDATION TO REMAIN 1/ " � 1r.0„ BASE FLOOD (AE 9) 9A' NAND: EXISTING GRADE v^ EXISTING FINISH FLOOR 7,92' NAND. DOWEL & EPDXY (1) #5 BAR MIN, V EMBED INTO EXIST, POURED CELL EXISTING FOOTER TO REMAIN SHEETINDEX 1 NOTES & DETAILS 2 FOUNDATION PLAN 3 FRAMING PLAN I 0a SITE ADDRESS: 3695 AVE., FT. PIERCE, FL PROJECT ENGINEER: JOSEPH P. McCARTY PROJECT CONTRACTOR: BROWNIE COMPANIES LLC DESIGN CRITERIA ERA FLORIDA BUILDING CODE: 2017 EDITION JURISDICTION: CITY OF FT. PIERCE, FLORIDA ULTIMATE DESIGN WIND SPEED: 160 MPH. NOMINAL DESIGN WIND SPEED: 124 M.P.H. OCCUPANCY CATEGORY: I I (RESIDENTIAL) MINIMUM SOIL BEARING PRESSURE: 2500 P.S,F, NOTE: 1, RELOCATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. 2. THIS FOUNDATION PLAN 6 FOR RAISING AND OR RELOCATING STRUCTURE, LOCATION OF ALL INTERIOR FOOTERS, PIERS AND SUPPORTING WALLS MAY VARY AND CAN BE PLACED AT THE PROPER POSITION AT THE ENGINEERSDISCRETION AFTER THE STRUCTURE IS ELEVATED TO DUPLICATE EXISTING LOCATIONS OF SUPPORTS, AS WELL AS ADD ANY ADDITIONAL SUPPORTS` DEEMED NECESSARY, 3. NOTE, ANY OTHER RENOVATIONS TO THE STRUCTURE OTHER THAN WHAT IS SHOWN ON THE SUBMITTED PLANS WILL NEED TO BE PERMITTED SEPARATELY. NOTE: THIS PROJECT IS AN; ALTERATIONS — LEVEL 3 ACCORDING TO FB.C. FOR EXISTING BUILDING CHAPTER 7. THE SCOPE OF WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE BUILDING. THE NEW STRUCTURAL MEMBERS IN THE ALTERATIONS DOES COMPLY WITH THE F.B.C, 2017 0 r• j u O m W 0) RAL NOTES: V) _j —0 THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES, <c WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS c ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED o n Uj on ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #1, SOUTHERN PINE #2 OR rD APPROVED ALTERNATE W/ fb=1000 P.S.I. MIN: -- NON -STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE o � I DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS PLUMBING INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE I DRAWN BY LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE. R C CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION DATE 26 MAR 19 RECEIVE[) REVISIONS JUL 0 2 2019 7 MAY 19 ST. Lucie County, Permitting [C2"J ULY 19 Ig0q-& Z46 REVIEWED FOR CODE COMPLIANCE ST. LUCIE CO U TY BOCC am I PROVIDE (8) - 8" X 16" ENGINEERED FLOOD VENTS 17<7 8" X 16" FLOOD VENT MODEL #816CS AS PER CODE (SEE LOCATION OF205 ON PLAN) OHOUSE SQ. SESQ.F.Fr. F Fi. 2,820 SQ. FT. (FOUNDATION) / 205 SQ. FT. PER FLOOD VENT ® 14 FLOOD VENTS REQUIRED 18 FLOOD VENTS PROVIDED NOTE: THE DESIGN OF THE OPE IN S WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR VIAL. S BY ALLOWING FOR THE AUTO,ATIC ENTRY AND EXIT OF FLOODWATERS AS PER THE 2O�7 F.R.P.C. INDICATES B" X 16" -- OPENING IN WALL FOR VENTLATION. VENT COVERS BY OTHERS. (18 LOCATIONS) A A EXISTING CBS: RESIDENCE 8'D" a I iI 101 l><I1Dlrla C] I �I r 11310 I r� c ZEXISTING ' 810" 1IT 918" 110° 98" r X 16" CONC. BLOCK WAIL WITH (1) #5 BAR AS PER PLAN 1 i 12" X It CONC. COLUMN SLK. WITH (2) #5 BAR AS PER PLAN " n. i�rxi-Ell 101b E3 Ill E7 101 E] El 71 C � C7 FOOTING (D FOOTING SIZE RE -- BAR SIZE & QUANTITY FOOTING TYPE A 30" W. X 30" W, X 12" D. #5 BARS @ 8" (EACH DIRECTION) COLUMN PAD B 30" W. X 24" W. X 12" D. #5 BARS 0 8" (EACH DIRECTION) COLUMN PAD ia ' 'A 32" X & ALUMINUM v ACCESS DOOR AS PER .4NOTE: jBR0408 SOR FRAMECAN BES A tiEADER AND NO 1 REQt%tED. LIJ W 0 SLAB & FOUNDATION TO REMAIN 7 Fug1 A EXISTING CBS. 3 w � l`1 +.lia i a C ^� SOP _ <� Fill R Fill i A EXISTING CONCRETE SLAB & FOUNDATION TO REMAIN 7 I--- I_ 1 _6 I 1 (3000 PSI CONCRETE) 1 I I 4" THICK CONC, SLAB WITH 6" X 6° 10/10 W.WF. I ! ! WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB 1 ! OVER VAPOR BARRIER ON CLEAN, COMPACTED; TERMITE I i I is i TREATED SOIL (2500 PSF, SOL) I I I f 1 L-------- _ __ 7----------------- ! f !Ell 1 4 i L----------- — --- ___--_-- m,--e___..____....--_____.:......___I O8" X is" CONIC. BLOCK STEM WALL ( j LiJ WITH (1) #5 BAR AS PER PLANL1J 32'D" NEW CONC.PORCH 720' EXISTING CBS. RESIDENCE 10,4" F� EXISTING CONCRETE SLAB & FOUNDATIO 4 TO REMAIN 7 IU4" tI 8' X 1V CONC. BLOCK WALL WITH (1) #5 BAR AS PER PLAN El r � CC LLJ < C77 ryd Q? � Z C) S= w 0 u Uz 0 C!_ w c-- cr rll EXISTING CONCRETE SLAB § FOUNDATION TO REMAIN W cs 7 8" X 16" CONIC. COLUMN BLK:- — 1 WITH (2) #5 BAR A% PER PLAN REVIEWED FOR RECEIVED CODE COMPLIANC ST. LUCIE COUNTY IUL 0 2 2019 BOCC ST. Lu ie County, Permitting EXISTING CBS, RESIDENCE M.C DATE 26 MAR 19 7MAY 19 2 JU 9 M� CONNECTOR SCHEDULE iD. MFG'R MODEL NO. FASTENERS UPLIFT LATERAL F1 j F2 DOWN LOAD STRUCTURE HEADER / FACE JOIST i TRUSS 1 SMPSON MTS16 EMBED 8 — 10d 1000 ---- -- 2 3 SMPSON LUS210-2 6 - 16d 4 — 16d 1165 1315 4 SIMPSON LUS210 -- 6 — 10d 4 — 10d 1165 1 1 00 36° HT. RAILING DBL. 2" X 10" P,T. WOOD RIM BEAM 1ND(SAILS ) 21 f 4" TAPC©N A 0 EACH COLUMN OR HETA16 SET IN POUR WITH (6)10d NAILS TO WOOD BEAM 12" X 12" CBS. COLUMN 4 COURSES HIGH WITH (2) #5 BAR POURED SOLID WITH 3000 PSJ. CONCRETE r� •r� it l ' : 24" W. X 24" W. X 12" D. COLUMN PAD #5 BARS @ 8" (EACH DIRECTION) D.. �O►RU BEAM file ail }Ila r <: I ,Iol r I I t l I I 1 I-c -----PROPOSED WOOD I i i I I STARS 11 k I I I I ! I I 0 Aow-- o, Ljj ¢� N,Orn <nLj.n E o � w 0 laJ F ff ¢ N k— c CLI DRAWN EY R.C. DATE 26 MAR 19 7MAY 19 2 JULY 19 I A;" —PROPOSED WOOD I STAIRS L - - - - - -- REVIEWED FOR RECEIVED CODE COMPLIANCE ST. LUCIE COUNTY JUL 0 2 2019 BOCK' ', WOO Goon , ppt'fl5lEttfl 3