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HomeMy WebLinkAboutCONSTRUCTION PLANm 4- Cn I USE TYPE: C100 Property Identification ZONING: RS 4 JURISDICTION: SAINT LUCIE COUNTY Site Address: 5102 SUNSET BLVD OWNERSHIP Parcel ID: SUZANNE L ENSEN 3402-608-0488-000-3Sec/Town/Range: 5102 SUNSE BLVD 02/36S/40E Account #: 37566 FORT PIERCE FL 34982 Map I D: 34/025 Total Areas Finished/Under Air (SF): 1,536 Legal Description Gross Area (SF): 2,703 INDIAN RIVER ESTATES —UNIT 07— Land Size (acres): 0.23 BILK 55 LOT 2 (MAP 34/02S) (OR Land Size (SF): 10,000 1032-1 475: 1200— 2576 ) F 80, 1 s 4'-71j 23 _10� 6" 27'-9g' PROPER Y' BOUNDARY LINE 125' /_ DRIVE WAY 2ND STY. FRAME z DWELLING LL #5102 cry _ erg,-23„ 0 8 5 32,-6A9 U Z Lw PLOT PLAN SCALE: 3/8" — 1'-0" A/R:N/A PROJECT DESIGN DATA 12/20/2017 JURISDICTION Saint Lucie County ...... .....:. CODE FBC 2017 6th Edition PROJECT NAME Suzanne Jensen PROJECT ADDRESS 5102 Sunset Blvd Indian River Estates Fort Pierce, FL 34982 ARCHITECT/ENGINEER Scott R Sanders ................. ......................... ..... ............. 5611 Pescara Drive .. Pace, FL 32571 RISK CATEGORY .............. II �... __...__ WIND SPEED (3 Sec Gust) 150 MPH EXPOSURE B MEAN BUILDING HEIGHT' <16-0" MIN. SE14PK REQ. FRONT SIDES CNR SIDEg REAR 1 ZNG. ST. LL'CTi r OL- T� 0 \ ION REVIFNi tD FOR COAMIPL TECH. C REVIEW D y DATE 12 I PLANS AND PERNfIT MUST KEPT ON JOB OR NO INSPECTION WILL gC MADE. 8'-38 PROPERTY BOUNDARY LINE GARAGE /1� Z 5 —016, Cn Z 27'-71690 U Z w 10' 7,-88" 7"STEP DOWN FROM DECK 23'-7 3 25 —48„ 16 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY 11 NICEIIARY IN ORDER TO 00MRY WITH A" AFPLICAILS 000111 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY -SCANNED By OPEN GAZEBO W/ ALUM SCREENING W/ HIP ROOF W/ DIM SHINGLES MAX PEAK 11' 0'11 OPEN DECK W/ GUARD RAILS @ 34" 6"STEP DOWN FROM DECK PROPERTY BOUNDARY LINE MAR 2 0 2018 g , Lucie County, 124" n CAD —CON DESIGN LLC 772-408-8175 WWW.CADCONDESIGN.COM 411 @CADCONDESIGN. COM VICINITY MAP: 1 r_ �i ��ti: ' � L uGlai�i'�.ar� tCGates ...t GENERAL NOTES: outheast Building Engineer, LLC. Scott R. Sanders Professional Engineer State of Florida PE-64781 5611 Pescara Drive Pace, FL. 32571 Ph (772) 774-9086 JOB NAME: JENSEN RESIDENCE 5102 Sunset Blvd Fort Pierce, FL 34982 DRAWING NAME: GAZIBO PLAN PLOT PLAN CONTRACTOR: ARCHITECT: REVISION DATE XXX lxxx DRAWN BY: DRAWING NO. CadConDesign.com DATE DRAWN: PLAN 12-20-17 DATE SUBMITTED: 12-20-17 W Property Identification Site Address: 5102 SUNSET BLVD I Parcel ID: i I 3402— 608— 0488— 000— 3Sec/Town /Ran fe: 02660640E Account #: 37566 V ap D: I 34% 02S Legal Description INDIAN RIVER ESTATES —UNIT 07- ELK 53 LOT 2 (MAP 34/02S) (OR 1032-1475: 1200— 2576) 80' m Cn USE TYPE: 0100 ZONING R —4 JURISDICTI N: SAINT LUCIE COUNTY OWNERSHIP SUZANNE L JENSEN 5102 SUNSET BLVD FORT PIER E, FL 34982 Total Area Finished/U der Air (SF): Gross Area (SF): 22703 Land Size acres): 0.23 Land Size SF): 10,000 23'-10 -6 27'-98' J 4 —7� r- PROPERTY BOUNDARY LINE w 0 (n 6' — ( 0 W 0 z W 1,536 2NDSTY. FRAPE DWELING #51 C 9'-2 )99 32'-6„ PLOT PLAN SCALE: 3/8" = 1'-0" A/R:N/A 125' PROJECT DESIGN DATA 12/2012017 JURISDICTION Saint Lucie County CODE FBC 2017 6th Edition PROJECT NAME - --------------------- - Suzanne Jensen ----- PROJECT ADDRESS 5102 Sunset Blvd Indian River Estates Fort Pierce.. FL 34982 ARCHITECT/ENGINEER Scott R Sanders 5911 Pescara Drive Pace, FL. 32571 RISK CATEGORY II WIND SPEED (3 Sec Gust) ................. ...n.... 170 MPH EXPOSURE C MEAN BUILDING HEIGHT' <16-0" 10 BUILDING DEPT. COMMENTS - 4/4/18 PROPERTY BOUNDARY LINE /_ GARAGE z U —16 cis 27'-716 0 — W 0 z W 10' T 7'- 83,9 7"STEP DOWN FROM DECK , 23'-71625_48 OPEN GAZEBO W/ ALUM SCREENING W/ HIP ROOF W/ DIM SHINGLES MAX PEAK 117 0'-113 OPEN DECK W/ GUARD RAILS @ 34" 6"STEP DOWN FROM DECK i r I PROPERTY BOUNDARY LINE �rsr�l CAD —CON DESIGN LLC 772-408-8175 WWW.CADCONDESIGN.COM 411 @CADCONDESIGN.COM VICINITY MAP: GENERAL NOTES: Southeast Building Engineer, LLC. Scott R. Sanders Professional Engineer State of Florida PE-64781 5611 Pescara Drive Pace, FL. 32571 Ph (772) 774-9086 JOB NAME: JENSEN RESIDENCE 5102 Sunset Blvd Fort Pierce, FL 34982 DRAWING NAME: GAZEBO PLAN PLOT PLAN CONTRACTOR: ARCHITECT: REVISION DATE 1 4/4/18 DRAWN BY: CadConDesign. com DRAWING NO. PLAN DATE DRAWN: 12-20-17 DATE SUBMITTED: 12-20-17 NEW SIMPSON CONNECTOR HCP1.81 FASTENED W/ (6) 10dx1Y2" NAILS INTO RAFTER (6) 10dx1Y2" NAILS INTO BEAM EXIST 2"x8" RAFTER TO REMAIN M. 11/ POST 0 2 51 TYP. RAFTER REINFORCEMENT SCA E: N.T.S 10M TYP. CORNER RAFTER REINFORCEMENT SCALE: N.T.S EXIST ASPHALT SHINGLE ATTACHED AS PER MFG. SPECS OVER (1) LAYER OF 30 LB 12 FELT OVER OVER Y2" PLYWOOD W/ T1-11� 3 PP FINISH FACING INTO STRUCTURE FASTENED TO RAFTERS W/ Sd NAILS TO REMAIN DRIP L 2"x8" RAFTERS EDGE @ 24" O.C. 2"x4" FASCIA 1 —0 EXIST 2"X8" CRIPPLE TOE , NAILED INTO RAFTERS W/ (3) 16d NAILS TO REMAIN NEW SIMPSON TIE H10A FASTENED W/ (9) 10dx1Y2" EXIST DBL. 2"X12" BEAM W/ NAILS INTO RAFTER & (9) Y2" PLYWOOD FLITCH NAILED 10dx1Y2" NAILS INTO BEAM W/ 16d NAILS & 12" O.C. STAGGERED TO REMAIN EXIST ALUM NEW (2) SIMPSON STRAP SCREEN TO REMAIN LSTA15 FASTENED W/ (12) EXIST 4"x4" P.T. 10dx1Y2" NAILS (6) INTO POST TO REMAIN POST & (6) INTO BEAM o EXIST 2"x4" TOP PLATE TO REMAIN 00 SIMPSON STRAP RSP4 NON —BEARING ARCHITECTURAL FASTENED W/ (8) 8d NAILS 24" TALL KNEE WALL RE —NAILED EXIST Y2" PLYWOOD W/ T1-11 POST & FRAMING W/ 16d NAILS FINISH RE —NAILED ON BOTH @ EA. INTERSECTING JOIST AND SIDES KNEEWALL W/ 8d NAILS @ 8" O.C. MAX ON POSTS @ 6" O.C. THROUGH —OUT EXIST 2"x4" VERT STUD@ 24" O.C. TO REMAIN ALL FLOOR JOIST SYSTEM CONNECTIONS TO 4"x4" POST EXIST 2"x4" SOLE " SUPPORT SYSTEM TO BE PLATE TO REMAIN EXIST 2 XS RETROFITTED W/ (2) Y2"x6" THRU SIMPSON STRAP RSP4 RAFTERS TO BOLTS W/ NUTS AND WASHERS FASTENED W/ (8) 8d NAILS REMAIN EXIST 2"x DECKING REFASTENED NEW SIMPSON STRAP TO JOIST W/ (2) 12d NAILS DTT2Z—SDS2.5 FASTENED TO OR (2) #8x2Y�" WD SCREW CONC. W/ J%8" A.T.R. EPDXIED 7" INTO CONC. & FASTENED W/ EXIST 2"x12 FLOOR (8) Ya"x SUFFICIENT LENGTH TO JOISTS TO REMAIN PENETRATE 4"x4" A MIN OF 1Y2" NEW SIMPSON CONNECTOR L50 FASTENED W/ (3) 10dx1Y2" NAILS INTO EA. RAFTER (6) TOTAL FLOOR PLAN 7"STEP DOWN FROM DECK EXIST CONC PIER FOUNDATION. ASSUMED CONFIGURATION TO REMAIN F = = r = TYPICAL WALL SECTION SCALE: 3/4„ =1, —0„ EXIST OPEN GAZEBO CLOSED IN W/ ALUM FRAME ATTACH. TO NON—STRUCTURAL 2"x4" POST SCREENING TO REMAIN IN PLACE OPEN DECK W/ 34" TALL GUARD RAILS TO REMAIN 6"STEP DOWN FROM DECK CONCRETE SURFACE /BRUSH Q Q 4 Q CONCRETE 71 1/8' LARGER HOLE THAN ALL THREAD ROD OR REBAR. CLEAN OUT WITH BLOWOUT BULB. ODRILL COMPLETE HOLE PREPARATION WITH USE OF A NYLON BRUSH (DO NOT USE WIRE BRUSH) CONCRETE SURFACE EPDXY TUBE 4 4a Gl Q Q EPDXY Q CONCRETE Q O OUNCE OF EPDXY OR UNTIL UNIFORM IN COLOR. 2 PRIOR TO INJECTION, DISCHARGE ONE FLUID FILL THE HOLE TO 1/2 THE HOLE DEPTH. CONCRETE SURFACE EMBEDDED BOLT OR REBAR 4 Q � 8' MIN, Q 4 Q CONCRETE INSERT ALLTHREAD ROD OR REBAR SLOWLY BY HAND INTO THE HOLE TO THE END USING A SLOW TWISTING MOTION. HARDENING WILL BEGIN IN 7 3 MINUTES AT ROOM TEMPERATURE. IMPORTANT DO NOT LOAD FOR 3 DAYS. EPDXY INSTALLATION PROCEDURES SCALE: Y4" = 1'-0" EXIST 2"x12 FLOOR JOIST SYSTEM 10 REMAIN MIN ONE (1) NEW SIMPSON CONNECTOR HGA10 FASTENED W/ (8) Y4"x12" SDS SCREWS @ EACH FLOOR JOISTS INTERSECTION TYP. FLOOR JOIST REINFORCEMENT SCALE: N.T.S GENERAL NOTES: 1. THESE DRAWINGS REPRESENT AN AFTER THE FACT STRUCTURE COMPLETED IN 1998. AS SUCH CERTAIN SUPPOSITIONS HAVE BEEN MADE: 1.1. THE EXISTING STRUCTURE AS BUILT AND FASTENED CAN WITHSTAND 120 MPH (VuLT). WHICH MEET AND EXCEEDED THE 110 MPH REQUIREMENT IN THE SOUTHERN BUILDING CODE (THE CODE THAT WAS IN EFFECT AT THE TIME OF CONSTRUCTION.) 1.1.1. NUMEROUS STORM EVENTS THAT IMPACTED THE AREA HAVE BEEN OFFICIALLY RECORDED WHERE THIS STRUCTURE WAS BUILT. 1.1.1.1. 10-16-1999 HURRICANE IRENE (75 MPH VuLT) 1.1.1.2. 9-5-2004 HURRICANE FRANCES (105 MPH VuLT) 1.1.1.3. 9-26-2004 HURRICANE JEANNE (120 MPH VuLT) 1.1.1.4. 10-24-2005 HURRICANE WILMA (105 MPH VuLT) 1.1.2. OUR INFIELD INSPECTION FOUND NO EVIDENCE OF REPAIRED COMPONENTS OR ELEMENTS IN SPITE OF NUMBER OF RECORDED EVENTS. 1.2. EXIST ROOFING SHINGLES INSTALLED AS PER MFG RECOMMENDATIONS AT THE TIME OF INSTALLATION. ALL EXISTING WOOD MEMBERS PROPERLY PROTECTED FROM WEATHER EVENTS, IS PRESSURE TREATED THROUGH OUT, AND/OR IS GRADED FOR EXTERIOR USE. 1.2.1. OUR INFIELD INSPECTION COULDN'T FIND ANY EVIDENCE OF LEAKS, ROTTING WOOD MEMBERS, UNEXPLAINED SETTLING, 1.3. ALL BEAMS AND 2% FRAMING IS OF SUFFICIENT DIMENSIONS TO SPAN THE DISTANCES THAT THEY WHERE BUILT TO 1.3.1. OUR INFIELD INSPECTION COULDN'T FIND ANY UNEXPLAINED SETTLING OR TILTING OF STRUCTURE 2. ALL NEW STRAPPING TO BE OF STAINLESS STEEL OR GALV. FINISH AND IS FOR WIND MITIGATION PURPOSES TO BRING STRUCTURE INTO COMPLIANCE WITH 150 MPH(VuLT) WIND SPEED REQUIREMENT. 3. THESE DRAWINGS WERE BASED UPON PICTURES (TAKEN DURING DIFFERENT STAGES OF CONSTRUCTION) PRODUCED BY THE OWNER, AND SHIPPING/DELIVERY INVOICES FOR MATERIALS. 4. ALL EXISTING 2% DECKING AND PLYWOOD SIDING TO BE REMOVED TO ALLOW INSPECTION OF FLOOR JOISTS AND ARCHITECTURAL KNEE WALL FRAMING. ANY COMPROMISED WOOD MEMBERS TO BE REPLACED ON A ONE FOR ONE BASIS. ENGINEER OF RECORD TO BE CONTACTED FOR DIRECTIONS FOR ANY SITUATIONS DISCOVERED DURING RETROFIT THAT CAN NOT BE COMPLETELY REMOVED AND REPLACED ON THAT ONE FOR ONE BASIS WITHOUT COMPROMISING THE OVER ALL STRUCTURE. CAD -CON DESIGN LLC 772-408-8175 WWW.CADCONDESIGN.COM 411©CADCONDESIGN.COM VICINITY MAP: Southeast Building Engineer, LLD. Scott R. Sanders Professional Engineer State of Florida PE-64781 5611 Pescara Drive Pace, FL. 32571 Ph (772) 774-9086 •: ►_k,21 JENSEN RESIDENCE 5102 Sunset Blvd Fort Pierce, FL 34982 DRAWING NAME: GAZIBO PLAN PLOT PLAN CONTRACTOR: ARCHITECT: I REVISION I DATE I XXX I XXX DRAWN BY: CadConDesign. com DATE DRAWN: 12-20-17 DATE SUBMITTED: 12-20-17 DRAWING NO. PLAN � I a