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HomeMy WebLinkAboutBUILDING SITE PLANSr\/i �r n, 1rnl I A n I n 2nd LEVEL DEMOLITION PLAN SCALE: % "=1'-0" RECEIVED FEB 0 5 7019 ST: 6u�io councy, Permitting FILE COPY Sheet Index D1.0 I Demolition Plan Al .0 New Elevations A2.0 New Floor Plans S1.0 Foundation and Beam Plans S2.0 New Rafter & Truss Srapping Layouts S3.0 Structural Details r•—•—•—•—•--------- •—•—•------- EXIST PORCH CONCRETE TO BE REMOVED \ ! Ist LEVEL DEMO LIrION PLAN SCALE: %4"=1'-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.16,2018 .r- a., t h, I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: ,fin a Homes, Inc 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co. Sheet Title: Demolition Plan Sheet #: D1 .0 Engineer: BE SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. 'SCANNEC) Luce �eunty Scott R. Sanders, P.E. FL P.E. No. 64781 SCALE: %4"=1'-0" nnn Irl -r nre%1rNkI r%ATA JURISDICTION See Border CODE FBC 2017 6th Edition PROJECT NAME See Border PROJECT ADDRESS See Border ARCHITECT/ENGINEER See Border WIND IMPORTANCE/USE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT 0.18 RISK CATEGORY li WIND SPEED (3 See Gust) 160 MPH EXPOSURE B MEAN BUILDING HEIGHT <30'-0" OVERHANG 2'-0" — ROOF PITCH 4:12 COMPONENTS & CLADDING WIND PRESSURES See Elevations ROOF DEAD LOAD . _....___......, __ ...____________—__ ____ __-_ See Truss Layout __... _-_______......-______________ ROOF LIVE LOAD See Truss Layout FLOOR LIVE LOAD _ 40 PSF SHUTTERS TBD IMPACT RESISTANT ASSEMBLY TBD PRnnITCT APPUnVAi. CiTRMTTTAT. AFnDAVTT REAR ELEVATION SCALE: %4"=1'-0" YRUNT ELEVATION SCALE: 1/4"=1'-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.21.2018 4; I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: I1 an al Homes, Inc 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co. Sheet Title: New Elevations Sheet #: Al .0 Engineer: EBE t SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. zw Scoft R. Sanders, P.B FL P.E. No. 64781 JOB SPECIFIC GENERAL NOTES: 1. HOUSE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA. 3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200. 4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 7. EGRESS WINDOWS COMPLY WITH 2O17 FBCR 6TH EDITION R310.2.1 MIN. NET CLEAR OPENING OF 5.0 S.F. I �4 i i I Jrl JJ Ofl JJ `L EGRESS EGRESS 10'-0" 5'-6" 4'-10" 20'-4" GENERAL NOTES: THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW. ASSUMED SOIL BEARING CAPACITY: 2500 PSF. CONTRACTOR TO VERIFY IN FIELD STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE COMMENCEMENT OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. R703.£1 FLASHING. APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE —FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF —ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION —RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER —RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1. THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. 1.2. THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3. IN ACCORDANCEWITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/WDMA 250, 1.4. IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL SITE PREPARATION REQUIREMENTS AND SLAB —ON —GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. OR FLOOR ASSEMBLY OF WOOD —FRAME CONSTRUCTION. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE 6. AT WALL AND ROOF INTERSECTIONS. SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS 7. AT BUILT—IN GUTTERS. LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOW LOADING. FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION. NEW 2nd LEVEL FLOOR PLAN SCALE: Y4"=i'-0" TIMBER NOTES: ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND IT'S SUPPLEMENT, (NDS) ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPPLES, SILLS, ETC... SHALL BE SOUTHERN PINE NO. 2, KD-15 OR BETTER. MIN (3) 2"x UNDER ALL GIRDER BEARING LOCATIONS. SEE FLOOR PLAN ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL NE PRESSURE TREATED. ACCEPTABLE TREATMENTS INCLUDE ACQ. (AMINE COPPER QUAT) COPPER BORON AZOLE, ACID COPPER CHROMATE, AND COPPER CITRATE. BORATE BASED TREATMENTS SUCH AS ZINCBORATE AND SODIUM BORATE ARE ALSO ACCEPTABLE FOR INDOOR USES. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THE 1/2° OF HEARTWOOD AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD, WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN. PRESSURE TREATED WOOD MAY PRODUCE TOXIC FUMES. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY TO THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR SAME SIZES OF NAILS OR BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEPTABLE. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT —DIPPED GALVANIZED. AREA SCHEDULE* * Existing area based on data obtained from the Saint Lucie County Property Appraisers Existing New EXIST 1st LEVEL LIVING A/C 1,271 Sq Ft. EXIST 1st LEVEL LIVING A/C 1,271 Sq Ft. EXIST 2nd LEVEL LIVING A/C 360 Sq Ft. NEW 2nd LEVEL LIVING A/C 563 Sq Ft. EXIST CLOSED REAR PORCH 210 Sq Ft. EXIST CLOSED REAR PORCH 210 Sq Ft. EXIST 1st LEVEL REAR PORCH 203 Sq Ft. NEW 1st LEVEL REAR PORCH 203 Sq Ft. EXIST 2nd LEVEL REAR PORCH 162 Sq Ft. NEW FRONT PORCH 104 Sq Ft. EXIST FRONT PORCH 60 Sq Ft. EXIST GARAGE 252 Sq Ft. EXIST GARAGE 252 Sq Ft. TOTAL 2,518 Sq Ft. TOTAL 2,603 Sq Ft. NEW 1st LEVEL FLOOR PLAN SCALE: Ya"=V-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.16.2018 I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder:: An a Homes, Inc uaam::rw,;�.d xaw�w,aangeacn.,. 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co. Sheet Title: New Floor Plans Sheet #: A2.0 Engineer: a ,. E 11 Ets< -r f SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. Scott R. Sanders, P.E. FL P.E. No. 64781 CASTCRETE PRECAST LINTEL SCHEDULE FIELDA DDED REBA R AT TOP F = FILLED WITH GROUT I -�. U = UNFILLED I S = SOLID r. 4 CM.0 BOND BEAM BLOCK ADDEDREBAR AT BOTTOM OF LINTEL w s z - GROUT 8F16 - 1 B/1T a J - FIELDADDEDREBAR-AT NOMINAL BOTTOM VAIDTH 130TTOMi3113NFORGING NOTYtP)A L HEIGHT I PROVIDED IN LINTEL QUANTITY OF FIELD rvS�o rn i—uo wi—or"Ij ADDEDREBARATTOP MARK LENGTH COMPOSITE, BEAM SAFE GRAVITY APPLIED GRAVITY UPLIFT LOAD APPLIED UPLIFT LOAD LOAD LOAD LOAD LB-1 10'-0" 8F161Bt1T 1533 <1000 916 <500 LB-2 9'4- 8F161B/1T 1843 <500 1136 <300 LB-3 5'4' 6F16 113/1T 5365 <2000 2276 <500 LB-4 1T-4" BF161B/1'T 950' <500' 405 1 <100 CONCRETE NOTES: FORMWORK: MASONARY NOTES: CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS, STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS CODE REQUIREMENTS FIR STRUCTURAL CONCRETE WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 402-02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE WITH A.C.I 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. NORMAL WEIGHT CONCRETE (145 POE) 28-DAY COMPRESSIVE STRENGTHS. PILING 500 PSI WITH .40 WATER -CEMENT RATIO SHALLOW FOUNDATIONS 2500 PSI. PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER -CEMENT RATIO COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI. CONCRETE SLUMP SHALL BE AS FOLLOWS MASSIVE SECTIONS, PAVEMENTS, AND SLABS HEAVY SLABS, BEAMS, WALLS THIN WALLS, COLUMNS MINIMUM CONCRETE CLEAR COVER SHALL BE: SLAB - %4" BEAMS AND COLUMNS - 1Y2" TIE COLUMNS - -X" EXPOSED UNPROTECTED CONCRETE - 1Y2" FORMED CONCRETE BELOW GRADE - 3" UNFORMED CONCRETE BELOW GRADE - 3" SLUMP IN INCHES MIN MAX 1Y2" 4„ 3" 5" 3Y2" 6" PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. 315) DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301) ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS BE DONE SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR 602-02, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY STEEL IS NOT AFFECTED ON SPECIFICATIONS FOR MASONRY STRUCTURES. ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID PIPED UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SO THAT THEY DO NOT TAKE UP MORE THAN 10% OF THE CROSS -SECTIONAL AREA OF THE COLUMNS AND THEY DO NOT AFFECT THE COVER ON THE REINFORCING STEEL REINFORCING STEEL NOTES: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. HORIZONTAL AND VERTICAL BARS SHALL LAP 60x BAR NO. SEE LAP SPLICE SCHEDULE UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TENSION LAP SPLICE SCHEDULE: PLAIN REUNFORCB>MENT BAR NO MASONRY .SPLICE OTHER THAN 'TOP' TOP BARS 3000 P31 4000 PS ;3000: PS1 4000 PSI 3 - 16" 16" 21" IW, 4 2,1." 22' 1:9" 28" 24.„ 5 30:" 27" 2€ 7' :.35" 30„ 6 36" .3.5" 31.". 1..6„ 40„ 7 42'" 4'8" 42" 63" 54". ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY PROVIDE CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT SUPPORT ALL CONSTRUCTION LOADS ALL CORNERS THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS, SEE DETAILS FOR ADDITIONAL INFORMATION. CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELL DETAILS OR TO FIT BLOCK COURSING. TIED WITH BAR SUPPORTS AND SPACERS. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. EQUALLY SPACED AND WIRED TOGETHER AT EACH INTERSECTION BEFORE CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. CONCRETE IS PLACED. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. FBC PROVIDES AN EXCEPTION FOR RESIDENTIAL CONSTRUCTION WHERE CONTROL DOWEL SHALL BE HOOKED "L" AT BOTTOM AND SHALL BE LAPPED 36 BAR JOINTS ARE NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE DIAMETER WITH THE COLUMN OR WALL REINFORCING ABOVE. EXCEPTION IS ALLOWED WHERE THE OWNER AOKNOWLEDGES THAT CRACKS ARE ACCEPTABLE AND UNDERSTOOD. 1 7'—A" 1 _;I_n" „= 1 ,—n„ ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE, F'm=1500 P.S.I. BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10", USE MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. TENSION AND COMPRESSION LAPS = .002 X BAR DIAMETER X Fs (NOTE THAT Fs= 24 KSI MAXIMUM (A X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER) MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OF A CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION(FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FOR THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL OPENINGS. POURED DOWNCELL TO BE AT EVERY GIRDER LOCATION AND REINFORCING BARS SHALL BE AT ALL DBL. GIRDER TRUSSES BRUSH CONCRETE SURFACE Q 4 Q CONCRETE Q D 1/8' LARGER HOLE THAN ALL THREAD ROD OR REBAR. CLEAN OUT WITH BLOWOUT BULB. ODRILL 1 COMPLETE HOLE PREPARATION WITH USE OF A NYLON BRUSH (DO NOT USE WIRE BRUSH) CONCRETE SURFACE (EPPOOXXYYTUBE � Qd Q QQCONCRETE 2 PRIOR TO INJECTION, DISCHARGE ONE FLUID OUNCE OF EPDXY OR UNTIL UNIFORM IN COLOR. FILL THE HOLE TO 1/2 THE HOLE DEPTH. EMBEDDED BOLT CONCRETE SURFACE OR REBAR 4 4 � JIMIN. 17 4 Q CONCRETE P V7 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 INSTALLATI❑N PROCEDURES 1 RI —PI, #5 FOOTER STEEL EPDXIED MIN 6" INTO CONC AND MIN. 60 BAR LAP (25") ON V4 VERTICAL REBAR d FOOTER SEE a FOUNDATION a FOR DETAILS a a.. MISSED DOWEL IDETI SCALE: 3/4"= C-0" #5 FOOTER STEEL W/ 10" BEND IN FOOTER AND MIN 60 BAR (25") LAP ON VERT. STEEL 24"x24"02" ISOLATED CONT. PAD W/ 3000 PSI CONC. W/ (3) #5 REBAR EA. WAY a d d Q 4 L 2 -0" d A (EXIST SLAB S. 1 P• EXT. JIL JII. Ji1 b SCALE: 3/4„= V —0" FOUNDATION PLAN SCALE: %4"=1'-O" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.21.2018 I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: Van A Homes, Inc Cvsbm. hmtmj4NgiidrveA 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co. Sheet Title: Foundation and Beam Plans Sheet #: S1 ,0 Engineer: t 5 SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. 76fz! Scott R. Sanders, P. FL P.E. No. 64781 WOOD TRUSSES: WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR SDTRESS—GRADE LUMBER AND IT FASTENINGS" BY NFPA TRUSS DESIGN SHALL COMPLY WITH TPI/WTCABCSI 1-03 "BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" AND TPI 1-02 "NATIONAL DESIGN STANDARD FOR METAL —PLATE —CONNECTED WOOD CONSTRUCTION TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT —DIPPED GALVANIZED. IN HIGHLY CORROSIVE ENVIRONMENTS, CONNECTOR PLATE AS WELL AS THE HURRICANE STRAPS AND ALL THE NAILS, SHALL BE HOT DIPPED GALVANIZED, TRIPLE ZINC S-185 COATED OR MADE OF STAINLESS STEEL. HANDLING, ERECTION, AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED IN THE DRAWINGS REGARDING STEEL YIELD OR ULTIMATE STRENGTH, STEEL GRADE, DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS. AND/OR DO NUT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN PLACE IN PLACE IN THE EVENT OF HIGH WINDS TRANSIENT LOADING CONDITIONS DURING CONSTRUCTION ***FAILURE TO COMPLY WITH THESE PARAMETER WILL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL CONSEQUENTIAL DAMAGES CAUSED BT THE HORIZONTAL THRUST DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOSED LOADING AND TRANSFERRED INTO THE BEAMS, WALLS, AND COLUMNS. CONTRACTOR SHALL SUBMIT SIGNED SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. THE ENGINEER AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BE RESPONSIBLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. GABLE END TRUSS BRACING CHART TRUSS HEIGHT TYPICAL 2X4 L—BRACE NAILED TD 2X4 VERTICALS—W/16D NAILS 8' O C. VERTICAL STUD ON TRUSS BRACING STUD 2'x6 / HEADER L—BRACE 2' X 4' DIAGONAL BRACE TOE —NAILED W/4—#16 TO HEADER L NOT CE REQUIRED 0 TO 4'1" L—BRACE REQUIRED 412" TO 7'8" L—BRACE WITH HEADER 7'8' TO 14' GABLE HEADER SPACING L—BRACE WITH 2 -7 HEADERS 14' TB 20' 1 HEADER PLACED AT CENTER OF TRUSS HEIGHT 2 HEADERS PLACED AT 1/3 AND 2/3 OF TRUSS HEIGHT SEE TYP. WALL SECTIONS FOR ROOFING SPECIFICATIONS 8D RINGSHANK NAILS @ 4" O.C. METAL DRIP EDGE I" X 6" CEDAR 2' X 4" LADDER @ 24" O.C. ATTACHED @ BOTH ENDS WITH (2) 16D NAILS EACH END CONT. 2" X 4" SYP OR BETTER 3/8" PLYWOOD ATTACHED W/ (3) - 8D NAILS EVENLY SPACED @ EACH LADDER GABLE END TRUSS "LADDERED" SOFFIT DETAIL SCALE: 2" = V 8D NAILS @ 6" O.C. CONT. 2" X 4" SYP OR BETTER 2 X 4 DIAGONAL BRACING 0 4'O.C. NAILED TO EACH TRUSS \ W/2-#16 112" MIN GYPSUM DRYWALL ROOF TRUSSES 2"X4" RATRUN FOR DIAGONAL BRACING EXTENDING BACK 8' GABLE END BRACING ATTACH SHEATHING @ 6" O.C. / FIRST 3 TRUSSES 12" SEE LADDER SOFFIT L-BRACE AS PER SCHEDULE 2-2" X 6" HEADER PER SCHEDULE 2"X4" BLOCKING @ 4'O.C. NAILED TO EACH TRUSS W/2-16D EXTEND BACK 8' GABLE END SHEATHING TO BE 112" CDX MIN. W/ 8D RINGSHANK NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TYP. TRUSS ANCHOR SEE SCHEDULE 2"X4" CONTINUOUS BLOCKING REQUIRED 4' UP FROM ROOF EDGE, NAILED W/ 2-16D @ EACH END. IST SHEETS FROM r EDGES SHALL BE FULL 4'X 8' SHEETS. ROOF SHEATHING NAILED @ 3"O.C. ON SUBFASCIA AND AT 4" O.C. ON THE REMAINING EDGES.(BLOCKING MAY BE INSTALLED ON THE FLAT OR ON EDGE.) GABLE TRUSS BLOCKING REQUIREMENTS \ WALL SUPPORT SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED BY 3 MEMBERS MINIMUM l CONNECTOR SCHEDULE (Simpson) Date '9/21 /2018 Notes: (1) Truss to block connections are mark'A' unless otherw ise noted on layout. Contractor Van Wal Homes, Inc. (2) Roof truss toframe connections are w Rh mark'Y unless otherwise now on layout.. Owner (3) Attach V & MVat each intersecting support truss. _. Truss IvI Southern Truss Companies (4) Provide mark'A' at each Layout Date: 9/13/18 Engr. Date: 9/13/18 TRUSS BRING OTY CONNECTOR FASTENERS ?!OWEMEp'ELEMENITS ACTUAL ALLOW REMARKS [D FF. 10 UPLIFT UPLIFT A 1 HETA 2 5 (9)1 Od x 1-1/2 1 Ply to Beam Block : 1810 -------v --- - 8 1 MTS12 --------- -- - --- - ------- (9) 1Od x 1-1/2 2 Ply to Beam Block : 2500 ........, C 1 LUS210 (8)1 Od into header & (4) 1 Od into joist Hanger for Header 1165 — (4) X 1 VTCR .............. ......_....., 1Od Nails into supporting truss & (3)10dx1-1/2" Valley truss. to Supporting 370 at each intersecting Nails into valley set truss support truss Y 1 MTS12 --------. (14)10dxl 1/2" Truss to Top Rate ---- ---------...-...... ----- -----'-------- 860 .... .....__-__ 11 -1'-0" \TV-"T TPTTCC QTL)A1D1[DT1NTP T AVOTTrIT 00ATV. 1i"—+' n" Revisions: No. Date Description Drawn: Issue Date: U.D. /099.21.2018 71- I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: a, an il Hornless Inc Cwkm FxwSvfiklarrm 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co. Sheet Title: New Rafter and Truss Strapping Layouts Sheet #: S2.0 Engineer: w Ur SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. ice Scott R. Sanders, P.E. FL P.E. No. 64781 Revisions: No. Date Description SOFFIT SEE LADDER SOFFIT DETAIL FOR SPECS V STI WIRE LATH SHALL BE ATTACHED ACCORDING TO ONE OF THE FOLLOWING METHODS (FINAL METHOD TO BE DETERMINED IN FIELD): 1. DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 0/2" ROOFING NAILS DRIVEN FLUSH WITH PLASTER BASE. (ASTM 7.10.2.2) 2. EXPANDED V RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 13/a" PENETRATION INTO WOOD FRAMING. (ASTM 7.10.2.3) WITH EITHER METHOD THE SPACING OF FASTENERS TO BE 7" O.C. ALONG SUPPORTS AS PER ASTM 7.10.2.1 AS PER ASTM 7.10.2.4 IF COMMON NAILS ARE USED THEY SHALL BE BENT OVER TO ENGAGE NOT LESS THE THREE STRANDS OF LATH, OR BE BENT OVER A RIB IF RIB LATH IS INSTALLED EXTERIOR CEILING/SOFFIT DETAIL N.T.S. NEW (3) PLY 2"x4" I 8"x8"x8" CBS P.T. POST FASTENED COLUMN TOGETHER W/ 12d NAILS Q 6" O.C. A.T.R. SEE SECTION Z-Z REPAIRED DRYWALL FOR SPEC'S lIEXIST WALL FORTISPEC'S SZ E —B ,;SCALE: 1"=1'—O" I NEW (2) PLY 2"x4" NEW FRAME P.T. POST FASTENED WALL TOGETHER W/ 12d YNAILS @ 6" O.C. THRU BOLT SEE SECTION Z-Z FOR SPEC'S REPAIRED DRYWALL EXIST WALL SEE h SECTIONS Z-Z FOR SPEC'S SECTION C-C SCALE: 1"=1'-O" TBD ROOFING ATTACHED AS PER MFG. SPECS OVER (1) LAYER OF 30 LB FELT OVER 5/8" PLYWOOD FASTENED TO ROOF TRUSSES W/ 8d RINGSHANK NAILS @ 6" O.C. G LE END BRACING S DETAIL ON SHE[ S FOR SPECIFICATI( METAL STIR SEE TRUSS ST PPING LAYOUT FOR SPEC'S 2 EXIST EXIST DBL. TOP PLATE TO REMAIN SIMPSON STRAP DSP FASTENED W/ (7) 10dx1Y2" NAIL TO BOTH PLY'S OF WD. POST NEW (2) PLY 2"x4" POST SEE SECTION C-C FOR DETAILS MAX 1Y2" DEEP NOTCH FOR ANCHOR NUT TO ALLOW FLUSH FINISH REPAIRED )/2" DRYWALL 0 I 1'2" THRU BOLT THRU EXIST/NEW WALL @ 12" MAX FROM TOP & BOT PLATE @ 24" O.C. MAX THEREAFTER SIMPSON STRAP DSP FASTENED W/ (8) 10dx1Y2" NAIL EA. PLY OF NEW WOOD POST EXIST SOLE PLATE TO REMAIN 2"x12" '- EXIST `^"� FLOORING SYSTEM L TO REMAIN TBD ROOFING ATTACHED AS PER MFG. SPECS OVER (1) LAYER OF 30 LB FELT OVER %" PLYWOOD FASTENED TO ROOF TRUSSES W/ 8d RINGSHANK NAILS © 6" O.C. GABL HEET S 2A FIOR SPE IIFECATIOTAIL ONS DBL 13/4"x11 a" LVL BEAMS GLLED AND SCREWED TOGETHER W/ #10x3" WE SCREWS 6" O.C. S GERED Y2" THRU BOLT THRU EXIST/NEW D BEAMS 12" O.C. STAGGERED � EXIST TOP EXIST DBL TOP TO PLATE TO REMAIN PLATE TO REMAIN LINTEL SEE SCHEDULE FOR SPECIFICATIONS SIMPSON STRAP SSP SHOWN OUT OF POSITION FASTENED W/ (7) 10dx1YNAIL EA. SIMPSON STRAP SSP FASTENED W/ (7) LINTEL SEE - SCHEDULE FOR - - PLY OFF NEW WOOD 10dx1Y2" NAIL EA. SPECIFICATIONS - POST PLY OF NEW WOOD POST - EXIST WOOD SIDING EXIST WOOD SIDING TO BE - BE RELY D TO _ RENAILED TO NEW (3) PLY - NEW (3) PLY 2"x4„ NEW (3) PLY NEW NEW (W PLY WD POST W/ 12d NAILS P.T. POST SEE SEE P.T. POST SEE _ POST W/ 1 NAILS N 6" O.C. STAGGERED _ SECTION B-B FOR SECTION B-B FOR STAGGERED 6" O.C. STAGGERED /— (2) #5 VERT. REBAR DETAILS DETAILS _ W/ 10" BEND IN BEAM _ #5 VERT. REBAR W/ IN FILLED CBS CELL - MAX 1Y2" DEEP NOTCH MAX 1Yz" DEEP NOTCH 10" BEND IN BEAM W/ 3000 PSI CONC. - FOR ANCHOR NUT TO FOR ANCHOR NUT TO IN FILLED CBS CELL #5 VERT. REBAR W/ =4 ALLOW FLUSH FINISH ALLOW FLUSH FINISH W/ 3000 PSI CONC. -00 10" BEND IN BEAM N FILLED CBS CELL REPAIRED Yz" DRYWALL REPAIRED Y2" DRYWALL w - - W/ 3000 PSI CONC. - APPROVED MOISTURE Y2" A.T.R. ANCHOR Y2"A.T.R. ANCHOR _ BARRIER BETWEEN EXIST WOOD SIDING FINAL ARCHITECTURAL OR EQUIVALENT W/ OR EQUIVALENT W/ AND NEW CBS COL. FINISH TO BE MIN. 6" EMBEDMENT MIN, 6" EMBEDMENT DETERMINED IN FIELD p 12" MAX FROM 12" MAX FROM APPROVED MOISTURE TOP & BOT PLATE TOP & BOT PLATE 8"x8"x8" CBS BARRIER BETWEEN ® 24" O.C. MAX 2THEREAFTER'COLUMN 8"x12"x8" EXIST WOOD SIDING THEREAFTER CBS COLUMN AND NEW CBS COL. SIMPSON STRAP SSP FASTENED W/ (5) SIMPSON STRAP SSP SEE SHEET S1 FOR 10dx11'2" NAIL EA. FASTENED W/ (5) FOOTER DETAILS 8"x8"x8 CBS PLY OF NEW WOOD 10dx1Y2" NAIL EA. POST PLY OF NEW WOOD COLUMN POST FINAL PORCH FINISH TO BE DETERMINED IN FIELD - - SEE SHEET S1 FOR TOOTER DETAILS EXIST SOLE PLATE TO REMAIN SOFFIT SEE LADDER SOFFIT DETAIL FOR SPECS METAL STRAP SEE TRUSS STRAPPING LAYOUT FOR SPEC'S Yz" ANT SAGGING 0 5/8" SIMPSON STRAP #SP4 S NDARD DRYWALL FASTENED W/ (6) DOOR A D WINDOW 10dx1Y2" NAILS ® EA. HEADERS TO BE 1/2 VERT. STUD (16" O.C.) CDX PL OOD BETWE (2) #2 x12's AND AMB DBL. 2"x4" TOP PLATE STUDS 16d FACE NAILS Ca, 12" O.C. LSTA18 @ EACH JAMB STUD TO HEADER TYP. (1) STUD FOR OPENINGS <6'-O" (2) STJDS FOR OPENINGS6'-0" TO VERT. 2"x4" STUD 10'-0" @ 16" O.C. (3) STUDS FOR OPENINGS 10'-0" TO SINGLE SOLE PLATE 16'-0" ATTACHED TO FLOOR SEE FL R PLAN FO JOIST AT EVERY OTHER OPENIN >16'-O" JOIST W/ (2) #10x3" WD. SCREWS IN SUCH A MANNER THAT (1) FASTENS INTO RIM JOIST AND (1) FASTENS TO FLOOR JOIST 3/4" PLYWOOD GLUED AND SIMPSON FRAM SCREWED Fo FLOOR JOISFS ANGLE A35 FASTEI W/ #8x2" WD SCREWS 6" W/ (1 8dxlh" N/ O.C. ALONGEDGES & 12 ' O.C. IN FIELD BATT NSUL. R-VAL TBD �wNEW 2"x12" FLOORING SYSTEM SEE SHEET Y S2 FOR SPECS LINTEL SEE SCHEDULE EXIST 4" SLAB MTL STRAPPING SEE STRAPPING SCHEDULE ON SHEET S2 FOR DETAILS #5 VERT. REBAR W/ 10" BEND IN BEAM IN FILLED CBS CELL W/ 3000 PSI CONC. 8%12%8" CBS COLUMN SEE SHEET S1 FOR FOOTER DETAILS LSTA18 @ EACH VERT. STUD FASTENED W/ (14) 10d NAILS IN SUCH A MANNER THAT MIN (5) FASTEN IN RIM JOIST, (5) IN VERT. STUD, (1) IN SOLE PLATE 2%12" RIM JOIST ATTACH. TO JOISTS W/ (3) 16d NAILS 15/32" OR Y2" CDX HORIZONTAL SHEETS OF PLYWOOD W/ T1-11 FINISH OVER TYVEK HOUSE WRAP OR EQUIV. NAILED TO STUDS W/ 8d NAILS 6" O.C. ALONG PERIMETER & 12" O.C. ALONG EDGES 1ST COURSE SET TO COVER RIM JOIST AND MIN 18" OF FRAME WALL EXIST 4" SLAB Drawn: Issue Date: J.D. 07.21.2018 II.C.E.D. Services LLC.I Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: Ii al Homes, Inc. 5475 NW St. James Dr. Suite #401 Port St. Lucie, FL (772) 985-7249 phone (772) 873-1181 fax Project: Addition to Single Family Residence 6105 Pine Tree Dr. Fort Pierce, FL. Jurisdiction: St. Lucie Co Sheet Title: Typical Sections & Details Sheet #: S3.0 Engineer: SOUTHEAST BUILDING ENGINEERS PE-64781 5911 Pescara Dr. Pace, FL 32571 772-774-9086 phone TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W/ SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE 6TH ED. SEI SCALE: 3�4"=1'-0" CROSS SECTION Z-Z SCALE: 3�4„-1,-®„ Scott R. Sanders, P. FL P.E. No. 64781