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HomeMy WebLinkAboutBUILDING SITE PLANSF1 ST. LUCIE cOUNTv BUILOING DIVISION' REVIEWED FOR COMPL A C S�t REVIEWED BY DATE PLANS AND PERMIT MLkqT BE KEPT ON'JOB SITE OR NO INSPECTION(S) WILL SE MADE ALL MANUFAM IEB IAI'ILkY ON OWINia U FACTORS AND SHOO COMPLIANCE WII FSC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 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 CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILR OF ThE CONTRACTOR OF RECORD, FILE COPY r\/I(` /V/rMI I K I n AND PORCH DECKING TO BE REMOVED 20'-4" 2nd LEVEL DEMOLITION PLAN SCALE: 74"=1'-0" FEB 0 5 Z019 ST. Lucie County, P_ e� 9 FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction sG �6�1Y/3�a This Approval Does Not Guarantee Perfo ante of the S m Reviewer: Sheet Index D1.0 Demolition Plan A1.0 New Elevations A2.0 New Floor Plans S1.0 Foundation and Beam Plans S2.0 New Rafter & Truss Srapping Layouts S3.0 Structural Details E1.0 Electrical Layout EXIST PORCH CONCPITE TO I BE RE0VED I ooy 1st LEVEL DEMOLITION PLAN J SCALE: 1/a"=1'-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.16.2018 I .- I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: It Ar t`a. • e Wal 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: 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 CiQt�♦ 6TH ED. Coo Scott R. Sanders, P.E. FL P.E. No. 64781 PR(7.1FCT I�FSIi'�N DATA 711 wrmna JURISDICTION See Border CODE FBC 2017 6th Edition PROJECT NAME .. See Border _ PROJECTADDRESS See Border ARCHITECT/ENGINEER See Border WIND IMPORTANCE/USE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT 0.18 ...................... .. . RISK CATEGORY 11' WIND SPEED (3 Sec Gust) 160 MPH EXPOSURE B MEAN BUILDING HEIGHT' _. <30'-O" OVERHANG 2 -O„ 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 PRODITCT APPROVAL SUBMITTAL AMDAVTT SUIIE)ING ADDRESS: 6105 Pine Tree Dr. CONTRACTOR >, O\1ERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WNDOWS & SKYLIGHTS MANUFACTURER GLASS ATTACHMENT METHOD NOA No. & PRODUCT DESIGN DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT EXPIRATION DATE PRESSURE 1/4"x Suffieent length to penetrate cone 1-314" @ PGT Industries Hi -Impact Header: (2) equally spaced 17-0630.08 03/2Fi2021 Jambs: (3) above and (3) below meeting rail (6) total +80.0/-80.0 "x Sufficent length to penetrate cone 1 3/4" @ 1 g 0430 05 PGT'Industries THeader/Jambs/Sill: Hi-Impact6-1/2" Max from comers & 12" 02/1912024 C. There after ATTACHMENT METHOD NOANo.& PRODUCT DESIGN MANUFACTURER TYPE, SIZE, SPACING EMBEDMENT & STIFFENER ETC. EXPIRATION DATE .PRESSURE Extreme Metal #10 Pancake heat! wd. Screw of sufficient leng o penetrate decking Fabricators 3116' min. thru 6" O.C. FL17022:6-R7 78.5 James Hardie I See Wall Sections 18-0544,02, 104 Building Products 10/02/2023 SCALE: "=1'-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.21.2018 r I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: 'an 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: New Elevations Sheet #: Al .0 Engineer: -0 m S BE W as Mw i 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, .E. 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. 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. R703,8 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 ACCORDANCE WITH 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. ACCEPTABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. AND SILLS. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, CONNECTION OF WOOD MEMBERS UNLESS CONNECTION DETAIL IS IN WRITING TEMPORARY BRACING, GUYS OR TIEDOWNS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. PRIOR TO INSTALLATION. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT -DIPPED GALVANIZED, SITE PREPARATION REQUIREMENTS AND SLAB —ON —GRADE THICKNESS TO HANDLE OR FLOOR ASSEMBLY OF WOOD —FRAME CONSTRUCTION. CONSTRUCTION LOADS. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS 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"=1'-0" 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 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 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: Yi"=V-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 07.16.2018 r�rJ l I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: an a Homes, Inc cu,�.ero�a aavr x.�, 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: E -1) r r i 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. It lU s'' Scott R. Sanders, P. . FL P.E. No. 64781 CASTCRETE PRECAST LINTEL SCHEDULE —" FIELD ADDED REBAR AT TOP F=FILLED WITH GROUT ! —_ U = UNFILLED I S = SOLID • 1.1/2". za s —®O.M.U. BOND BFAhABLOOC H FIELD ADDED RIRAR AT BOTTOM OFUNT6_ GROUT 8F16 1B/1T - - ... FIELD ADDED REEAR.AT NOMINAL BOTTOM ✓IDTH t BOTTOM REPVFOR0INIG NOP L HEIGHT I I j /RJf33IN1.NVt'Et, QUANTITY OFFELD ADDED RBARAT TOP MARK LENGTH COMPOSITE BEAM SAFE GRAVITY APPLIED GRAVITY— SAFE UPLIFT LOAD APPLIED UPLIFT LOAD LOAD LOAD LB-1 10'-0" BF16 18/1T 1533 <1000 916 <500 LB-2 914" 8F1618/1T 1843 <500 1136 <300 LB-3 6 4" 8F16 1BI1T 5365 <2000 2276 <500 L6 4 1 T 4" SF161B/1T 950 <500 405 «00. 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 PCF) 28-DAY COMPRESSIVE STRENGTHS. PILING 500 PSI WITH .40 WATER -CEMENT RATIO ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS SHALLOW FOUNDATIONS 2500 PSI. BE DONE SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR 602-02, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER -CEMENT RATIO STEEL IS NOT AFFECTED ON SPECIFICATIONS FOR MASONRY STRUCTURES. COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI. ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES PIPED UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE, MIN MAX F'm=1500 P.S.I. MASSIVE SECTIONS, PAVEMENTS, AND SLABS %" 4" ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SO THAT THEY DO NOT HEAVY SLABS, BEAMS, WALLS 3" 5" TAKE UP MORE THAN 10% OF THE CROSS -SECTIONAL AREA OF THE COLUMNS BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY THIN WALLS, COLUMNS 3Y2" 6" AND THEY DO NOT AFFECT THE COVER ON THE REINFORCING STEEL UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS. MINIMUM CONCRETE CLEAR COVER SHALL BE:[ REINFORCING STEEL NOTES: SLAB - %" I GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28 BEAMS AND COLUMNS - 1Y2" SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE TIE COLUMNS - -Y4" DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. EXPOSED UNPROTECTED CONCRETE - AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". USE MECHANICAL HORIZONTAL AND VERTICAL BARS SHALL LAP 60x BAR NO. SEE LAP SPLICE VIBRATION TO CONSOLIDATE GROUT. FORMED CONCRETE BELOW GRADE - 3'" SCHEDULE UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. UNFORMED CONCRETE BELOW GRADE -'3" TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. TENSION LAP SPLICE SCHEDULE: OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE 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) PLAIN R INI OR(?P:MIINT BAR NO MASONRY ,,I'I ICL OTHER THAN TOP TOP BARS ;3t10O i)1N1 moo 14S13('oo r9i'l000 ISI rl 16." 1C„ y1„ 18" 1 5 2,1" 30" 22" 2'7" 19, $a.' 28 24.. 35"" 010" b .30.. 35" 31 16" t 4011 ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY PROVIDE CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT R CORNER BARS SHALL BE THE SAME SIZE AS THESE C SUPPORT ALL CONSTRUCTION LOADS ALL CORNERS, T 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 1" 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 ACKNOWLEDGES THAT CRACKS ARE ACCEPTABLE AND UNDERSTOOD. 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 (.4 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 4 ° 4a 4 ° ° D ° 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) EPDXY TUBE CONCRETE SURFACE 4 ° � ° ° D Q EPDXY ° CONCRETE Q D D 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 ° � ° D 6' MIN. 4 ° CONCRETE D 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 FIR" #5 FOOTER STEEL EPDXIED MIN 6" INTO CONC AND MIN. 60 BAR LAP (25") ON - VERTICAL REBAR a FOOTER SEE a FOUNDATION a FOR DETAILS MISSED DOWEL IDET. SCALE: 3/4"= V —0" #5 FOOTER STEEL W/ 10" BEND IN FOOTER AND MIN 60 BAR (25") LAP ON VERT. STEEL 24"x24"x12" ISOLATED CONT. PAD W/ 3000 PSI CONC. W/ (3) #5 REBAR EA. WAY a EXIST SLAB o o a. 1L Y P . EXT. JL' T LIL !, SCALE: 3/4"=I'-0" m LINTEL ]BEAM ]P AN SCALE: %4"=1'-0" � �, 'a" � MAR S 2019 Revisions: No. Date Description 9� 02.28.2019 Bldg. Dept. Revisions Drawn: Issue Date: J.D. 07.21.2018 %rr I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: y� 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: Foundation and Beam Plans Sheet #: S1 .0 Engineer: , Big u. 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 Permitting Depa,miti, St. Lucie county, L 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 SUPERIM°OSED 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 TRUSt BRACING CHART TRUSS HEIGHT TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS-W/16D NAILS 8' O.C. VERTICAL, STUD I TRUSS BRACING STUD 2'x6' HEADER / L-BRACE 2' X 4' DIAGONAL BRACE TOE -NAILED W/4-#16 TO HEADER L-BRACE NOT REQUIRED 0 TO 4'1' L-BRACE REQUIRED 4'2' TO 7'8' L-BRACE WITH HEADER 7'8' TO 14' GABLE HEADER SPACING L-BRACE WITH 2 HEADERS 14' TO 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 SF 8D RINGSHANK NAILS @ 4" 0.( METAL DRIP EDGE I" X 6" CEDAR FASCh 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" = 1' R BETTER 2 X 4 DIAGONAL BRACING Q 4'0.C. NAILED TO EACH TRUSS 1 W/2-#16 1/2" 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 SOFFI- L-BRACE AS PER SCHEDULE 2-2" X 6" HEADER PER SCHEDULE 2"X4" BLOCKING @ 4'O.0 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 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 / CONNECTOR SCHEDULE (Simpson) Date 9/21/2018. .Notes:. (1) Truss to block eonnectons are mark.'A' unless otherw ise noted on layout.. Contractor: VanWal Homes Inc, .. (2) Roof truss to frame connections are ith mark'Y unless otherwise noted, on layout,.. Owner (3) Attach V'& MV at each intersecting support truss, Truss Mfgr: Southern Truss Companies (`t) Provide mark'A' at each Layout Date. 9/13/18 Engr, Date 9/13/18 TRUSS BRNG QTY CONNECTOR STENERS CONNECTED ELEMENTS ,ACTUAL ALLOW REMARKS ID FF. 1D UPLIFT UPLIFT A 1 HE TA 20 : (9) 10d x.1-112 1 Ply to Beam Block - 1610 '... B 1 MTS12...... __. (9) 10d x1-1f2 2 Ply to Beam Block 2500 _. C 1 LUS210 (8) 1 Od into header & (4) 1Od into joist Hangar for Header 1166 ' .. _ (4)10d Nails into supporting truss & (3)1Gdx1 112' Valley truss to Supporting _. at each. X 1 VTCR 370 Nails into valley set truss intersecting support aruss Y 1 MTS12 (14) 10611P2" .. Truss to Top Bate 860 NEW RAFTER LAYOUT SCALE: RAFTER LAYOUT SCALE: W'=V-0"=i'-0" NEW TRUSS STRAPPING LAYOUT SCALE: %4"=V-0" Revisions: No. Date Description Drawn: Issue Date: J.D. 09.21.2018 1 L I F I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: anWal r Homes, Inc. 6,?a,, e+ _,.d w",,.,,�Hxwx 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: t iwSb... Et t R 4 S� 4�s; 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, . FL P.E. No. 64781 METAL ROOFING ATTACHED AS PER MFG. SPECS OVER (1) LAYER OF 30 LB FELT OVER PLYWOOD EXIST PLYWOOD DECK INSPECTED AND COMPROMISED SHEET REPLACED. W1 8;d ROOF DECK TO BE REFASTENED W/ 8d RINGSHANK NAILS ® 6" O.C• i SOFFIT TO MATCH EXISTING HOUSE EXPOSED FASTENER TO BE MIN 8dx22-" LONG GALV FINISH NAILS O 16" O.C. PLACED 414" FROM BOTTOM EDGE OF LAP HARDI PLANK LAP SIDING OVER TYVEK HOUSE WRAP OR EQUIVALANT CONCEALED FASTENER TO BE MIN 8d,x2%" LONG RINGSHANK GALV. NAIL 3/4" @ 16" O.C. PLACED 1" FROM TOP OF LAP ANY COMPROMISED PLYWOOD TO BE REMOVED AND REPLACED W/ 15fs2" PLYWOOD SHEATHING NAIL W/ #8xl" LONG NAILS SPACED A MAX. OF 6" O.C. ALONG PERIMETER AND A MAX. OF 12" O.C. IN FIELD SOFFIT SEE LADDER SOFFIT DETAIL FOR SPECS 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 %" ROOFING NAILS DRIVEN FLUSH WITH PLASTER BASE. (ASTM 7.10.2.2) 2. EXPANDED %" RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 11V 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" 8"x8"x8" CBS P.T. POST FASTENED COLUMN TOGETHER W/ 12d NAILS 0 6" O.C. A.T.R. SEE SECTION Z-Z FOR SPEC'S REPAIRED DRYWALL EXIST WALL SEE SECTIONS Z-Z FOR SPEC'S SOON B-B SCALE: 1"=1'-0" NEW (2) PLY 2"x4" NEW FRAME P.T. POST FASTENED WALL TOGETHER W/ 12d NAILS @ 6" O.C. THRU BOLT SEE SECTION Z-Z FOR SPEC'S REPAIRED DRYWALL �I EXIST WALL SEE SECTIONS Z-Z FOR SPEC'S SECTION C-C SCALE: 1"=1'-0" METAL 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 SHEI S FOR SPECIFICATK METAL STR SEE TRUSS ST PPING LAYOUT FC SPEC'S EXIST DBL. TOP PLATE TO REMAIN LINTEL SEE SCHEDULE FOR SPECIFICATIONS SIMPSON STRAP SSE SHOWN OUT OF POSITION FASTENED W/ (7) LINTEL SEE 10dxlY2" NAIL EA. SCHEDULE FOR PLY OF NEW WOOD SPECIFICATIONS POST EXIST WOOD SIDING TO BE RENAILED TO NEW (3) PLY NEW (3) PLY 2"x4" WD POST W/ 12d NAILS P.T. POST SEE 6" O.C. STAGGERED SECTION B-B FOR - r(2) #5 VERT. REBAR DETAILS W/ 10" BItND IN BEAM IN FILLED CBS CELL MAX 1Y2" DEEP NOTCH W/ 3000 PSI CONC. FOR ANCHOR NUT TO #5 VERT. REBAR W/ ALLOW FLUSH FINISH 00 10" BEND IN BEAM REPAIRED Y2" DRYWALL N FILLED CBS CELL W/ 3000 PSI CONC. FINAL ARCHITECTURAL OR EQUIVALENTOW/ FINISH TO BE r MIN. 6" EMBEDMENT DETERMINED IN FIELD ® 12" MAX FROM APPROVED MOISTURE TOP & BOT PLATE BARRIER BETWEEN @ 24" O.C. MAX 8"xl211x81, EXIST WOOD SIDING THEREAFTER CBS COLUMN AND NEW CBS COL. SIMPSON STRAP SSP FASTENED W/ (5) SEE SHEET S1 FOR FOOTER DETAILS 10dxlY2" NAIL EA. 8"x8'x8" CBS PLY OF NEW WOOD FINAL PORCH FINISH COLUMN POST < TO BE DETERMINED GRADE ..b — jl IN FIELD f a I a. a 7['Y]P . EXIST WALL SEC. SCALE: 3/4"=1'-0" SECTION ®Y SCALE: 3/49�_1y_09� EXIST ROOF TRUSSES EXIST WALL TO BE INSPECTED AND ANY COMPROMISED MEMBERS TO BE REPLACED ON A ONE FOR ONE BASIS ASSUMED EXIST 2%4" VERT. STUD ® 16" O.C. TO BE VERIFIED IN FIELD METAL 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. END BRACING SEE ETAIL ON BEET S2 FOR SPE I ICATIONS 12 EXIST 4 EXIST DBL, TOP J " PLATE TO REMAIN Yz" ANT SIMPSON STRAP ESP S FASTENED W/ (7) 10dxlY2" NAZI- TO DOOR A BOTH PLY'S OF WD. HEADER POST CDX PIE NEW (2) PLY 2"x4" STU S2 POST SEE SECTION NAILS C C-C FOR DETAILS Al MAX 1Y2" DEEP NOTCH (1) ST FOR ANCHOR NUT TO I I LOPENINI ALLOW FLUSH FINISH (2) ST OPENINI REPAIRED Y2" DRYWALL 10'-0" (3) ST m,,,, m OPENIN( 16'-0" SEE FU OPENIN Y2" THRU BOLT THRU EXIST/NEW WALL 12" MAX FROM TOP & BOT PLATE 0 24" O.C. MAX THEREAFTER DBL 13/4"x114" LVL BEAMS GLLE D AND SCREWED TOGETHER W/ SIMPSON STRAP DSP W SCREWS PLYWOOD L FASTENED W/ (8) 6" O.0 S 6" O.0 GERED SCREWED FLOOR JOISTS 10dxlY2" NAIL EA. . W/ #8x2" D SCREWS. 6" W// (1 (1 PLY OF NEW WOOD Y2" THRU EGLT THRU O.C. ALONG EDGES & 12" POST EXIST/NEW VID BEAMS O.C. IN FIELD BATT EXIST SOLE PLATE O 12" O.C. STAGGERED R-VALi TO REMAIN EXIST 2"x12' y'- NEW 2"xl2" FLOORING I FLOORING SYSTEMS TO REMAIN ( SYSTEM SEE SHEET - VNwy S2 FOR SPECS EXIST DBL. TOP PLATE TO REMAIN LINTEL SEE SCHEDULE SIMPSON STRAP SSP J FASTENED W/ (7) 10dxlY2" NAIL EA. PLY OF NEW WOOD POST MTL STRAPPING SEE STRAPPING SCHEDULE ON SHEET S2 FOR EXIST WOOD SIDING DETAILS TO BE RENAILED TO NEW (3) PLY 2"x4" NEW (3) PLY WD P.T. POST SEE POST W/ 12d NAILS SECTION B-B FOR @ 6" O.C. STAGGERED DETAILS #5 VERT. REBAR W/ #5 VERT. REBAR W/ MAX 1Y2" DEEP NOTCH 10" BEND IN BEAM 10" BEND IN BEAM FOR ANCHOR NUT TO IN FILLED CBS CELL IN FILLED CBS CELL ALLOW FLUSH FINISH W/ 3000 PSI CONC. W/ 3000 PSI CONC. REPAIRED Y2" DRYWALL °O APPROVED MOISTURE BARRIER BETWEEN Y2" A.T.R. ANCHOR EXIST WOOD SIDING OR EQUIVALENT W/ AND NEW CBS COL, MIN. 6" EMBEDMENT ® 12" MAX FROM TOP & BOT PLATE 8%8"x8" CBS 8"x12%8" 24" O.C. MAX COLUMN CBS COLUMN THEREAFTER SIMPSON STRAP SSP FASTENED W/ (5) 10dxlY2" NAIL EA. PLY OF NEW WOOD POST SEE SHEET S1 FOR SEE SHEET S1 FOR FOOTER DETAILS FOOTER DETAILS EXIST 4" SLAB EXIST SOLE PLATE TO REMAIN SOFFIT SEE LADDER SOFFIT DETAIL FOR SPECS `- METAL STRAP SEE TRUSS STRAPPING LAYOUT FOR SPEC'S SAGGING OF SIMPSON STRAP #SP4 NDARD DRYW LL FASTENED W/ (6) ) WINDOW 10dxlY2" NAILS O EA. TO BE 1/2 VERT. STUD (16" O.C.) IOOD DETWE DBL. 2%4" TOP PLATE �12's AND JAMB 16d FACE LSTA18 @ EACH JAMB 12" Q,C. STUD TO HEADER TYP.. FOR VERT. 2"x4" STUD <6' =0" @ 16" O.C. )S FOR 6'-0" TO LAP SIDING SEE TYP. EXIST WALL S FOR SECTION FOR 10'-0" TO SPECIFICATIONS R PLAN, FO >16'-O" SINGLE SOLE PLATE ATTACHED TO FLOOR JOIST AT EVERY OTHER JOIST W/ (2) #10x3" WD. SCREWS IN SUCH A MANNER THAT (1) FASTENS INTO RIM JOIST AND PSON FRAM G (1) FASTENS TO FLOOR A35 FASTENED JOIST 8dx1" N I S LSTA18 @ EACH VERT. ISUL. STUD FASTENED W/ (14) TBD 10d NAILS IN SUCH A MANNER THAT MIN (5) FASTEN IN RIM JOIST, (5) IN VERT. STUD, (1) IN SOLE PLATE / 2"xl2" RIM JOIST ATTACH. TO JOISTS W/ (3) 16d NAILS 1%2" OR Y2" CDX HORIZONTAL SHEETS OF PLYWOOD W/ T1-ll 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 CIP.®SS SECTION Z-Z SCALE: 3/4"=1'-0„ ELECTRICAL FIXTURE SCHEDULE SYM. DESCRIPTION LIGHT FIXTURE WALL MOUNTED LIGHT FIX7URE ® 8'— * A.F.F.E. FLOOD LIGHT FIXTURE RECESSED LIGHT FIXTURE FAN FIXTURE RC ARC FAULT RECEPTICLE R Fl 1TG GROUND FAULT RECEPTICALE WP WEATHER PROOF FIXTURE DUPLEX RECEPT. SINGLE DEDICATED RECEPT.* 220V RECEPT. ® 220V DIRECT WIRE SD SMOKE DETECTOR W/ CARBON MONOXIDE DETECTO SWITCH $3 3 WAY SWITCH *MAYBE DIRECT WIRED APPLIANCE TO BE DETERMINED IN FIELD 11 = t ' — Revisions: No. Date Description Drawn: Issue Date: J.D. 09.21.2018 x j, I.C.E.D. Services LLC. Independent Coordinators for Engineering & Drafting Services (352) 900-ICED Phone Jdiaz@ICEDServices.com Builder: anWal 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: Electrical Layout Sheet #: E1 .0 Engineer: I Y=- ---------------------------------------------- ---------------------------------------------- i I t I II I 2 I e 53' 0" Y- � K - - - - - 1: - - sr-'- - -- 1 � � -• S:1 x LaT:."i--ai'al � aanl.� � 1'ld-v'+a'i:: y: Fi r If� \gig 1?_0 TIA I�-------_\5------------------------------------- ij =V16 — I ii------- D-----------------------------------===1—ii—==— N II I II � II I II N V12 I II I I .— I II I II o II I II iv V8 I II I II / o /I II I 11 N V4 I ii I I ii I II I 0 0 I' I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I ------------------------ L----------------------------n I --------------------------- II II I ii I it Gte@ ii I ii I I ii I ii y�tGG� II II � II I II I ii I ii �0\q I ii I ii ii I ii I I A\", I II I II I jj �I � I II I II I IIQ L — — — — — — — — — — — — — — — — — — — - — — — — — — — J e ilt-�-------------- I ICt \aG I I I II Cj II I Ca I I II II I vsII ii I II ii I II o II II Zv II II II I II o II II I II II N II II I I I I h.-------------- --------------- - — Tza --------------------------(-------------------------------' I I o ----------- '!' ----------------------------I 0 N 0 Tfl 0 FILE CM,,Y AR 13 2010 Permitting Delp St, Lucie coungm•nt ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING ALL CLGS. ARE FLAT @ SM. HTS. U.O.N. F- - - --1 L — — — — — existing brg match existing lower match existing upper TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 45 POUND LOADING 12 4F 8" or 4" 2 0 is BRIG. unless noted otherwise TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QQ HUS26 @ FIUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 @ THDH28-2 HHUS46 (D THD46 ® SUR/1-26 Q SKH26R/L NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 'HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDUNG. INSTALLING k BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. _ SIGNED... - TITLE DATE All spacing Is 24' O.C., except as noted. All walls shown me bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM OHS OmF£. Labeling trusses 19 a seMce, not a requirement Engineered drawings supercede labeling of trusses. It is the responsibility of the bu6der to utilize engineered drawings when erecting trusses WARNING FAECIeX BRAme IS NOT BE aL9'aMUIY OF TRUSS rE9M FUM NARIFAMRPw, Nan TRUSS rViac UlA. PUSO S McBee TRUSSES NE aWTpND TO M nannes0Ia1 efewm IECWM Monies BIAaR R S kwe" IEa1Pan 10 PFVW BIPPIwIa M DaIKINO IAAwe EREC M AIR PaNAIFNT IMONC NFra+ MY E Wa IN sRmIC APn1CA1mR W B S-91 9n 9wa 0011101TARr nJ Iw..OaRROABPS b pr v RSr/LIAIO ! Mixing IETIL FIAT NweanD Gape mum (IN iNUS�S NE 10 BE ERECRD NO FATIOED N A SRNaN NA Rag 1,09" w He SHEADEe S APPUD EECBY M BE BOR aloe$ BEY 91141 E BRAaa AS eEmBO al BE whe'S aeSKIL Bigness 9a11 E 140nlm 1wIN f6A5aNABIE CAE arose RIECIaw TO AEIENT DMAGE. 04 YRUSS UMPANY SNPPMES ONLY vild" Ti9 TlWiSO "At4Ndir4Y. E• TRUSS COMPANY YALL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS FOR ALL REACTIONS MIER THAN SM POUNDS, OR SKEWED, NO Z HANGER IS SUPPLED. CONTRACTOR SHOULD CHECK All REACTIONS FOR PROPER CONNECTIONS ASCE7-10 SIND and GRAVITY CRITERIA Exposure Category: B Bdg Category: 2 Wind Design Woolly: MPH Imp. Factor : 1.00 wind load Duration Fads : 1.33 Yen Boot "t : IL Trusses shown on this layout are a component pad aline bullding and show Imea locellon. T.'V Proper erection, temporary and permanem banding design are the responsibli"(the bullding designer or his engineer, �n*��n �WV 1i11:�1N ' (772) 464 Later al pealed shown on the IndiAdual WeedraAdnge yEpQ INC. mull be placed during the eredian proprocedure,2590 'C0WA N. Kinm Highway Fat Prom R 34951 =-I— r-1-1