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HomeMy WebLinkAboutBUILDING SITE PLANSIMI AR ICI I -I ICI IMI IMI = ■ ■ IIC�I4,7ismi CC CI ICI I -I I I -I I0I I0I Flood Front Elevation +30.2 Vent 33.6 scale: 1 /4" 1'-0" Existing Residence Flood Rear Elevation Vent scale: 1/4" 1'-0" 2 x 4 blocking at 4'-0""o.c. starting from ridge between both top and bottom cords for two truss spaces from gable end See truss shop drawings 2 x 4 diagonal ""X" bracing at 8'-0""o.c. starting from ridge with (3) 12d each end . (2) 12d trusses 24" see layout Simpson Connector Schedule Rafter Bearing Rafter Connector QntY Connector Fasteners Point Uplift ID Uplift All Trusses Tap Plate <500 lbs. MTS12 1 1000 lbs. (14) 10d x 1 1/2" to Frame Gable End Vertical <500 lbs. MSTA18 1 1315 lbs. (44) 10d at Wall Webs Connector Notes: Do not substitute connectors Existing Do not sheath rafters before all straps are in place Residence Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) See Floor Plan for Locations Flood Flood Left Elevation Vent scale:1/4- = 1'-0- Flood Vent +30.2 33.6 Asphalt Shingles to Match the Existing over Galv. drip edge 0 ) Layer of 30# Felt over 5/8"" c.d.x. plywood min. 4"" lap fastened to Trusses as per nailing schedule Gable End Overhang Vented Aluminum to Match Existing Soffit to Match Existing 12 l x 2 p.t. over 2 x 6 Galy. Drip Edge 6 Paint Grade Fascia over 1 x 2 p.t. _\ 2 x 6 R.S. 1-11 Continuous 2 x 4 Lateral I \II bracing at 1/3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing along top plate Gable End Bracing Detail Each Nail hem fasten wiU Staples with I- Long Legs & 16 Ga. dia.7" o.c. so' Ft Sti. .097 dia. & 5/8"" Long 24""o.c. Soffit Detail Gable end truss by truss mfgr. 19/32"" c.d.x. plywood .with 8d nails 4""o.c. Cover with House Wrap 8' 2x ""L- web stffener as required by the truss mfgr. Simpson- MTSA16 truss to top plate with (14) 1 Od x 1 1/2- located at each truss vertical (2)2x6 Top Plate Verify MTS12 with 04)J 10d x 1 1 /2"" at each Truss 5/8" c.d.x. plywood fastened to studs as per Nailing Schedule Cover with one layer of House Wrap Cedar Lap Siding 0 0 T a o c H 0 .IN FIFE 'co Min. 0.00' (7.00') Grade Typ. Wall Section scale: 3/4"" - 1'-0- 6 °' R30 Batt Insul. 1/2" Gyp. DW (2) 2 x 6 Top Plate with (1) SP6 at each stud with (6) 10d 2 x 6 P.T. studs 16"o.c. 1/2" Gyp. DW N r w :s c 0 o 1 -0 -0 O N Q a) 30 Z T a (1) 2 x 6 p.t. Sill Plate with (1) SP6 at each Q m stud with (6) 10d nails v Fasten to concrete with 5/8" dia. x 8" long wedge v bolt 32" o.c. and 6 from N ends with 1/8"" x 3" washer Wood Base 4 3000# Fiber Mix Conic. a 0 on .006 Vlsquine on clean, compacted, termite treated fill N _I 2'-0- Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Attic Vents Calculation Attic Area: 602 s.f. / 150 = 4.0 s.f. required. soffit area = 85.4 Lf. x 1.7 = 145.2 s.f. Venting Provided: sq. in. i.52 ridec 9'-0- 20'-0- 9070 Overhead Air Handler 22.5"" x 54- Unit in Attic Attic Access with Ladder 16x8 R.A.G. Flood Vent 7.00' New Garage Storage Trusses Above R11 Batt Insul. in Ceiling 6- 19'-0- 2'-0- 16070 Overhead 16'-0- c n Cross Section scale: 1 /4" 1'-0" 32'-0" New Addition 12'-0- 9'-0" Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tabulation New Addition 602 s.f. Total Cubic Volume: 7,596 c.f. A.C. Cond. Unit to be set on Pre Manufactured Aluminum Stand fastened to a 4" 2500# concrete pad fastened with (4) , 1/4" x 2 1/4- tapcons at each leg. A tt;►_�Iriiitatata�ata� /► — —� � � � titititiiitita141�t1►Z�{tatltlt�titititit�' � � �t Line of Scisanr EXISTING RESIDE EXISTING DEN 9.85' Q 5068 Cing. Ridge Remove the o R30 Batt Insul. in Ceiling and Existing Garage R19 Batt in Walls Door Above Flood Elev. Solid Core -01- 6.94' 16x8 F7.00' R.A.G. Storage Area 4 Scissor Trusses Above Flood 24 s.h. Vent 3'-10- 1 5'-10- 1 4'-4" Rcoo Vent Floor Plan scale: 1/4" 1'-0" Building Code 6th Edition Florida Building Code: Residential 6th Edition Florida Building Code Existing Buildings: Addition Ch. 11 Alteration Level 2 2014 National Electric Code NFPA 70 Project Data Project Name: Roberson Addition Street Address: XXXX City: Port St. Lucie County: St. Lucie State: Florida Scope of Work Remove the existing Garage Door Existing Garage becomes a Work Shop Add a new Frame Addition to the existing Garage. This will be a Work Area and a New Two Car Garage New Mini Split AC Unit New Electrical as shown Flood Vents SMART VENT Foundation Flood Vents New Garage Area: 400 sq. ft. Storage Area: 659 sq. ft. Model Number: 1540-510 Flood Coverage: 200 sq. ft. Air Ventilation: 51 sq. in. Vent Size: 16- x 8- x 3- Rough Opening: 16 1/4" x 8 1/4" Set Bottom 12" Max. above floor EXISTING CAFE 9.85' Storage Area U r 00 �--.� Tt Q M LL L Lu U Lin e � V Z J CD 0 C: -; LO o0 .N 0 N Q 0 J Q m .N ~ m co W y N U U_ J w o 7 T h (D�) (� u- ^, U J (D — � ('13 CU n Lo . �5 N o uJ � I a O 00 y (� Q z Lu U O v LL Q� O -0 o Q . N L� w v of Q Y p +' � a a C Q C7 0 date revision 3/25/19 Plan Review Comments 4/26/19 Plan Review Comments 7/9/19 A.H.U. to match Energy Code drawn s.l. Flood Vent QQ�� REV II��JJ&D FOR CODE COMPLIANCE ST. LUCIE CO TY gOC� SCANNED BY St. Lucie County checked sJ. date 2/24/19 1@ v e FILE COpy Electrical Plan scale: 1 /4- = V-0- Electrical Load Calculations 602 S.F. at 3 VA A.C. Unit Total 9,806 W / 240 V = 40.85 Amps 1806 watts 8000 watts 9,806 watts Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS) RECESSED INCANDESCENT LIGHT RXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION EXHAUST FAN OUTLET THERMOSTAT DUPLEX OUTLET - SWITCHED DUPLEX OUTLET 220 V OUTLET SWITCH THREE WAY SWITCH DIMMER SWITCH OCARBON MONOXIDE DETECTOR E5 DOOR CHIMES 0 SMOKE & CARBON MONOXIDE DETECTOR -14 TELEVISION -d TELEPHONE al PUSH BUTTON NOTE: RECEPTACLES IN GARAGE & WORK AREA TO BE 48" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP 13RANCHCIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFOL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for>izing conduit and overall building load requirements only 4. All conductors to be copper, all insul6on to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building, AC, MC,or EMT conduit elsewhere. 5. Ensure min. 36- clear between equipelt and disconnects, Typical. 6. Protective ratings shall comply with NEC 110-9 & NEC 110-10 7. Ensure panels have main disconnect et meter pack per NEC 230-70-A-1 REVIEWED FOR CODE COMPLIANT ST. LUCIE COUNT SOCC U C OL :3 U) 0 x �ie_� W V Z C7 Lij Q J Q m Z U_ o N W > N 4-i U7 r, 00 rn M J IL N U In J � LO c0 + I N 00 W t r O .r d N r X m XV C W Ij f6 U? to O 0 0 0 O T LL U ' A W O rr C C O 0 Q 0 (� Q U J Y 0 4 (/) .y� L 06 � .� a LLJ V {i Q date revision 3/25/19 Plan Review Comments 4/26/19 Plan Review Comments 7/9/19 A.H.U. to match Energy Code drawn S.I. checked S.I. date 2/24/19 scale FILE COPY LM EIVED St �uceCY 202019Date 'prCounty, Permitting K fi a p SURVEY NOTES DESCRIION PROFESSIONAL 1. THIS URVEYL S O VALID R. WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA LOT 7, RIVER HAMMOCK, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. PLAT BOOK 23, PAGE 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, 3. THE LAST DATE OF FIELD WORK WAS MAY 16, 2019 (SKETCH). FLORIDA. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. SAID LAND CONTAINS 0.50 ACRES, MORE OR LESS. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE Of RIVER HAMMOCK LANE, BEARING S89-47'41"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, 5-TBACKS, RESERVATIONS AND RIGHT - CERTIFIED TO. OF -WAYS APPEARING THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHEP THAN THE SIGNING PARTY OR RON RAYMOND CONSTRUCTION PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONES "X" AND "AE-7", PER MAP 12111i0276 J; DATED 2-16-12. FLOOD ZONES ARE INTERPOLATED FROM FEMA MAPS AND ARE APPROXIMATE, AT BEST. 10. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). PERMIT # 1903-0202 BOUNDARY SURVEY —REVISIONS— BY DATE REVISE PROPOSED ADDITION MWH 2/13/19 /7 ...... APPROXIMATE FLOOD ZONE JMWH 0 _ [ 11RON ,ADD ... FORMBOARD TIE-IN ...SURVEY „ 5/117/19 PREPARED FOR RICHARD C. LAVENTUR DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 RAYMOND CONSTRUCTIO BY DATE FIELD JK 1/30/1;9 CALCS. RCL 1/28/19 DRAWN MWH 1/31/19 CHECKED RCL 2/1/19 FILE REF. FIELD BK�PG 19.3237 18-253/67. 19-254 3-5 W S E SCALE : 1 `20' LEGEND 0 = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD TOB = TOP OF BANK IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION EL = ELEVATION LF = LINEAR FEET RCP = REINFORCED CONCRETE PIPE CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE MD = MAG NAIL AND DISK R/W = RIGHT-OF-WAY Q = SANITARY CLEAN OUT o-o = BACKFLOW PREVENTOR a5 = EXISTING SEPTIC TANK ® = EXISTING WELL UP = UPLAND PRESERVE W.M.E. = WATER MANAGEMENT EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT 0 = SET IRC LB 7056 ® = CATCH BASIN 0 = CABLE TELEVISION BOX wv = WATER VALVE = FIRE HYDRANT r� = LIGHT POLE ® = WATER METER EI = ELECTRIC SERVICE BOX O = AT&T PEDESTAL = WOOD POWER POLE ❑ = AT&T SPLICE BOX (— = GUY WIRE CONIC = CONCRETE -o— = 6' CHAIN LINK FENCE —x— = 6' WOOD FENCE —o— = 4' HOG WIRE FENCE OHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM © = FPL TRANSFORMER PAD = EXISTING ELEVATION NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETIE♦?S ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 1-31-19 SCALE: 1"=20' JOB No. 19.3237 SHEET 1 OF 1 RIVER BRANCH ESTATES / (P.B. 28, PAGE 2) \ LOT 25 LOT 24 \ FLOOD\ �F`�>s" ZbNE AE —�7 I1\189°47'41 "EI , 128.12' I--SET IRC LB 7056 (2' OFFSET SOUTH) 1 / \ FENCE TIE J \ \ (1.9' EAST) WELL RADIUS \ CONC DRIVE - (TO BE REMOVE[ \ LOT 6 \ / 1 FFE=10.27 / C \ \ NC \ or z S�- - R/W LINE FND 4"X4" CM (NO (0.3' EAST) DESCRIPTION LOT 7, RIVER 23,APAGEC2', OFCTHDING TO THE PLAT PUBLIIC RECORDS OFEREOF, AS ET. LUCIE COUNTY, IN FLORIDA. SAID LAND CONTAINS 0.50 ACRES, MORE OR LESS. CERTIFIED TO: RON RAYMOND CONSTRUCTION 6 7ENTIE ^ \ UTH, ST) 0 }-12.2'lDb'- F� Ln 6 0 x' x n ue a, -11.2' 20.0 3 0 PADDITIOND N PFFE--07500 7. 'a EXISTING m CONC , DRIVE EXISTING POOL FLOOD ZONE X LOT 7 EXISTING 2-STORY RESIDENCE FFE=9.85 WOOD STAIRS _ 1-0. o C rJ )OIR 4 1 LOT 23 1 i I V WEST) EC I 31.4' WOOD STAIRS — -0 - 0 FENCE TIE (0.7' WEST (APPROXIMATEM LOCATION) ZONE AED-7 Iz S89°47'41 "W 128,12' RIVER HAMMOCK (60' R/W) 10' D.U.E. NE "� ASPHALT -PROJECT BENCHMARK SET NAIL/TN TAB (NO ID) EL=4.30 (NAVD 1988) 1 I I I E S SCALE : 1 "=20' LUI 6 Lil \ FFE=9.68 / OO \ / N C3 co 0 \ \ LEGEND ,n, = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED -. -, _.. . .. , ,__..•, ORB = OFFICIAL RECORD BOOK � � �- � -�-- •� - POB POINT OF [[GINNING — I POC = POINT OF COMMENCEMENT 4FNDZ4"X4" LINE - - - RON ROD OP OF BANK TOB = TIR/W IRC = #5 IRONROD & CAP CM (NO ID) FPL = FLORIDA POWER AND LIGHT (0.4' WEST) FFE = FINISH FLOOR ELEVATION 0 EL = ELEVATION 9ry ro RCP = RIEINFORCED CONCRETE PIPE FND PK NAIL CM = CONCRETE MONUMENT b If)) P.L.S. = PROFESSIONAL LAND SURVEYOR a �(NO LB =LICENSED BUSINESS 555.84' P.B. = PLAT BOOK P = 1/2" IRON PIPE SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS JANUARY 30, 2019. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF RIVER HAMMOCK LANE, BEARING S89'47'41"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT— OF—WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONES "X" AND "AE-7", PER MAP 12111CO276 J, DATED 2-16-12. FLOOD ZONES ARE INTERPOLATED FROM FEMA MAPS AND ARE APPROXIMATE, AT BEST. 10. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). III BOUNDARY SURVEY 1 �r� PREPARED FOR RICHARD C. LAVENTURE DATE RON RAYMOND CONSTRUCTION FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 BY DATE FIELD JK 1/30/19 CALCS. RCL ..... .. 1/28/19 I. ,,, .... DRAWN MWH 1/31/19 CHECKED RCL 2/1/19 FILE REF. FIELD BK/PG 13237 9. n_set,_s LB 7056 MD = MAG NAIL AND DISK R/W = RIGHT-OF-WAY © = SANITARY CLEAN OUT 0o = BACKFLOW PREVENTOR = EXISTING SEPTIC TANK ® = EXISTING WELL UP = UPLAND PRESERVE W.M.E. = WATER MANAGEMENT EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT O = SET IRC LB 7056 ® = CATCH BASIN 0 = CABLE TELEVISION BOX wv = WATER VALVE = FIRE HYDRANT = LIGHT POLE ® = WATER METER El = ELECTRIC SERVICE BOX O = AT&T PEDESTAL r0., = WOOD POWER POLE ❑ = AT&T SPLICE BOX (- = GUY WIRE CONC = CONCRETE -o- = 6' CHAIN LINK FENCE -x- = 6' WOOD FENCE -o- = 4' HOG WIRE FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM © = FPL TRANSFORMER PAD g%= EXISTING ELEVATION NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX SCALE: 1"=20' JOB No. 1.9.3237 SHEET 1 OF 1 FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction Y_ eG-Ig99.39k This Approval Does Not Guarantee Performance of the System Reviewer: '7)4 -.--... DESCRIPTION LOT 7, RIVER HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.50 ACRES, MORE OR LESS. CERTIFIED TO: RON RAYMOND CONSTRUCTION V_ RICHARD C. LAVENTURE (/ FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 LOT 25 I � / "ET IRC LB 7056 - (2' OFFSET SOUTH) FENCE (1.9' EA`. CONC DRIVE - (TO BE REMOVED LOT 6 FFE=10.27 �� M C C \ N C \ or z RIVER BRANCH ESTATES (P.B. 28, PAGE 2) \ LOT 24 I \ I \ i 1 IN89°47'41 "Ei --� 128.12' FENCE TIE o \ o (1.3' SOUTH, ' 1.9' EAST) \ i WOOD SHED I I EXISTING P POOL O , X - 'A PADDITIOND PROPOS00 FFE=7• .4' EXISTING CONC DRIVE LOT 23 1 FENCE TIE/ (1.0' SOUTH, 0.1' WEST) / WOOD + 0 STAIRS ___ -� -CONC \ io COVERED of DECKS INWOOD DECK Nj / WOOD ' STAIR S� ' 20.1'___ / - -1 j WOOD DECK { COVERp K I / 0. WOOD 31.4' / 8,4 STAIRS LOT 7 �. EXISTING 7 2-STORY RESIDENCE 0 0 FFE=9.85 GAAGE EL R6 94 p.9' 24 r1.0'- , STAWOOD S 23.6' BAY -�1�1� COVE DECK W1ND0W iL�-25.1'- a WOOD ` / SEPTIC SYSTEM (APPROXIMATE f / LOCATION) 1 I i I / \ LUI b Lv FFE=9.68 0 \ CV O / O O f � Q / 0.7' WES - _- - 3� SO 10' D.U.E. R/W f LINE - R/W LINE FND 4"X4" CM (NO ID) S89'47'41 "W FND 4"X4" CM (NO ID) (0.3' EAST) 128 12' (0.4' WEST) o Cl g O 3g 4g FN RIVER HAMMOCK LANE ASPHALT i (NO ID) AIL (60' R/W) 555.84' PROJECT BENCHMARK SET NAIL/TIN TAB (NO ID) EL=4.30 (NAVD 1988) SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS JANUARY 30, 2019. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF RIVER HAMMOCK LANE, BEARING S89°47'41"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT- OF-WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING F'ARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONE "AE-7", PER MAP 12111CO276 J, DATED 2-16-12. 10, ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). T�131�9 BOUNDARY SURVEY PREPARED FOR DATE RON RAYMOND CONSTRUCTI01\T -REVISIONS - BY DATE REVISE PROPOSED ADDITION MWH 2/13/19 BY DATE FIELD JK 1/30/19 CALLS. RCL 1/28/19 DRAWN MWH 1/31/19., CHECKED RCL 2/1/19 FILE REF. FIELD BK/PG 19.3237 18 253%671, " 1s zsa a - 11 0 S SCALE : 1 "=20' LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD TOB = TOP OF BANK IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION EL = ELEVATION LF = LINEAR FEET RCP = REINFORCED CONCRETE PIPE CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE MD = MAG NAIL AND DISK R/W = RIGHT-OF-WAY Q = SANITARY CLEAN OUT oo = BACKFLOW PREVENTOR Q = EXISTING SEPTIC TANK ® = EXISTING WELL UP = UPLAND PRESERVE W.M.E.= WATER MANAGEMENT EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT 0 = SET IRC L8 7056 E5� = CATCH BASIN 0 = CABLE TELEVISION BOX WV = WATER VALVE = FIRE HYDRANT = LIGHT POLE ® = WATER METER O = ELECTRIC SERVICE BOX O = AT&T PEDESTAL cOQ = WOOD POWER POLE ❑ = AT&T SPLICE BOX (- = GUY WIRE CONC = CONCRETE -0- = 6' CHAIN LINK FENCE -x- = 6' WOOD FENCE -o- = 4' HOG WIRE FENCE OHL = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM = FPL TRANSFORMER PAD y%= EXISTING ELEVATION NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX V I11 G. 1-JI-IJ SCALE: 1"=20' JOB No. 19.3237 SHEET 1 OF 1 Rear Elevation scale: 1/4" = l'-0" 2 x 4 blocking at 4'-0"o.c. starting from ridge between both top and bottom cords for two truss spaces from gable end See truss shop {�— — drawings �r [ex & Smoke Developed Index Design Loads id: Not to exceed 25 Roof Live Load: 30.0 p.s.f. ;loped Index: Not to exceed 450 Wind Speed: 160 MPH Wind Importance Factor: 1.0 ater than 200 Building Category: II treater than 200 Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed raphic Design Criteria Soil bearing capacity: 2000 p.s.f. .e Termite Area: Very Heavy Area Tabulation llculatlon New Addition 602 = 4.0 s.f. required. 1.7 = 145.2 s.f. 4 sq. in. .52 s.f. /ided: 6.52 sq. ft. Flood Flood Vent Vent 1-9 Asphalt Shingles to 2 x 4 diagonal "X" Match the Existing over bracing at 8'-0"o.c. Galy. drip �1 e (1) Layer of 30# Felt 32'-0" startingg from ridge min. 4" la g over 5/8" c.d.x. plywood with (3) 12d each p fastened to Trusses as New Addition end per nailing schedule Gable End Overhang Vented Aluminum to Match Existing Soffit to Match T-o" 9'-0" 9'-0" Existing 12 t xt over b Galy. Drip Ede 6 Pai Grade Grade Fass cia 2 x 6 R.S. p t g� in (2) trusses 24"o,c. seelayout Continuous 2 x 4 Lateral bracing at 1/3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing along top plate Gable End Bracing Detail Each Nail hem fasten witl Staples with 1 " Long Legs & 16 Ga. dia.7"o.c. so Fc Stt .097 dia. & 5/8" Long 24"o.c. Soffit Detail Gable end truss by truss mfgr. 19/32" c.dx. plywood with 8d nails 4"o.c. Cover with House Wrap 2x "L" web stiffener as required by the truss mfgr. "Simpson" MTSA16 truss to top plate with (14) 1Od x 1 1/2" located at each truss vertical '2)2x6 too Plate 1230 Batt Insul. 0 Verify 1/2" Gyp. DW JMTS12 with (14 (2) 2 x 6 Top Plate I Od x 1 1/2" at each with ('1) SP6 at each Truss stud with (6) 1 Od 5/8" c.d.x. plywood 2 x 6 P.T. studs 16"o.c. fastened to studs as per Nailing Schedule Cover with one layer of House Wrap 1/2" Gyp. DW Cedar Lap Siding 0 0 3 T a o b m FFE o Min. ri Grade u u Typ. Wall Section • scale: 3/4" = F-0" a a G 0 o b 'b 'J 3 g z 0.i (1) 2 x 6 p.t. Si11 Plate with (1) SP6 at each stud with (6) lOd nails Lzt Fasten to concrete with F 5/8" dia. x 8" long wedge bolt 32"o.c. and 6" from ends with 1/8" x 3" washer a Wood Base 4" 3000# Fiber Mix Cone. • on .006 Visquine on clean, compacted, termite treated fill (il 12 6 E/ Storage Truss Design by Truss � Manufacturer Line of Scissor Truss Beyond Building Code ' 6th .Edition Florida Building Code: Residential 6th Edition Florida Building Code Existing Buildings: Addition Ch. 11 Alteration Level 2 2014 National Electric Code NFPA 70 Project Data Project Name: Roberson Addition Street Address: XXXX City: Port St. Lucie County: St. Lucie State: Florida Scope of Work Remove the existing Garage Door Existing Garage becomes a Work Shop Add a new Frame Addition to the existing Garage. This will be a Work Area and a New Two Car Garage New Mini Split AC Unit New Electrical as shown �— Flood Vents II I I SMART VENT T-2" I I Foundation Flood Vents 1 I I I New Garage Area: 400 sq. ft. I I Garage Storage Area: 659 sq. ft. I I Model Number: 1540-510 I I Flood Coverage: 200 sq. ft. I I Air Ventilation: 51 sq. in. Vent Size: 16" x 8" x 3" Rough Opening: 16 1/4" x 8 1/4" Set Bottom 12" Max. above floor Cross Section scale: 1/4" = P-0" IT-O" EXISTING RESIDENCE EXISTING Mini Split Cond. DEN Unit (Wall Mount) Set Bottom Above Flood Elevation _ mnna 9.85' ----------------------- �p Vent -------------- 9070 Overhead ry U FPL Mrl�Meter Flood Vent Jr5068 Mini Split A.C. Unit Set Top at 7.00'Cing. Level Dv�­d New Garage068 _ _ _ _ _ Cing. Ridge_ 'J1 —Storage Trusses Aboveo R30 Batt Insul.Remove the in Ceiling and Existing Garage Rl.l Batt Insul. R19 Batt in WallsDoor Above Flood Elev.in Ceilingolid Core 19, 0„ 4, =Storage t607O Overhead � Flood vent e T-0" 16-0" m°°d 24 s.h. Vent T-10" 1 5'40" 1 4'4" Floor Plan scale: 1/4" = F-0" h-1 7t � M � � w n� W 'U v� r`►J-t z � Ct` ^ b� con g z ctlipi w U U Q 3 0 Ga w o � o CCi .a U U w�Na U o z rA M �i z •C) O U EXISTING Q o CAFEcon '� U RE WED OR CODE COMPL NCB O ST. LUCIE CC NTY BOCC d'�2` Storage Area Flood Vent date revision 3/25/l9 Plan Review Comments Plan Review 4/26/19 drawn s1 checked s.l. date 2/24/19 scale as noted job number 19004 sheet =APR2 A-1 ing FILE COPY GENERAL REQUIREMENTS All work to be as per the 2014 5th edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight. and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and otmnissions and bring them to the attention of the architect prior to starting any work, or he respective division of work. If such errors ordering any materials of t and ommissfons are not reported in writingto the architect, any resulting, damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have beet' reviewed and approved by the City of Port St. Lucie Building Department and the building permit has been issued. STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 1 1/2" 1" Structural Poured: 3/4" 3/4" _ Poured Walls: 3/4' Slabs exposed to the weather 3/4" 1" Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with concrete shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. I£ there are any discrepancies the Architect or Engineer shall be notified before proceeding. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and. Wall Footing: 3000 p.s.i. Column and walls from foundation to roof see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Wood rafters to have a Stress Grade of Fb-1200 p.s.i. (b) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type JI) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" cAx. sheathing or equal installed with staggered joints, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. Splitting or cracking of structural components due to installation of hardware is not permitted. STUDS 2 x 6 PT AT (3) SIDES OF OPENING, FASTEN TO BLOCK WITH 1/2" x 6" LAG BOLTS WITH MIN. 2" DIA. x 1/8" WASHER (TYP.)SPACING AS NOTED. DOOR SIDES 12" FROM ENDS AND 16"o.c. MAX. Garage Door Buck Detail SHEATHING NAILING NOTES NailinL, Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c, in field Roof Plan scale: 1/9" = 1'-0" STEP 2 Apply Horizontal Peel & Stick Fashing over Head. Extend flashing — back full width of framing TYVEK Building Wrap atwood frame locations STEP 1 Apply vertical Peel & Stick Fashing over — Jambs. Extend flashing back full width of framing Wood Frame wall i I I I I c+n 6" 3" Window Wood Frame Wall Opening 6" 3" Wood Frame Wall STEP 3 Wind Zones - Walls 4'CIA iT 3—I--- �— I-3 I I 2 1 1 12 --I---------------L 3 2 3 1 ;t 3 1 2 3 1 --I -- I-- 2 1 1 12 --I-----------I--� 3 2 1 3 1 0 Roof Wind Zones z STEP 2 Apply Horizontal Pe Stick Fashing over Head. IAtend flmhin back full width of fri TYVEK Building W at wood frame lMali STEP 1 Apply Vettical Peel & m = Stick Fashing over Jambs Extend flashing back full width of tram Apply Horizontal Peel & Suck Fashing over Head. Extend flashing back full width of framing Frame Wall Window Flashing Wood Frame Wall 32'-0" New Addition 20'-0" T-O" 9'-0" 9'-0" F 1 ---- F-I — —� Slope for I Garage Dr. Fr 1 F-1 L----------------� I I I I I � I New Addition i o F-2 0.00' Assumed F.F.E. a Ftl o I Slope Floor towards doors I 7.00' I I 4" 3000# FIBERMIX CONC. I OVER .006 VISQUINE ON CLEAN, COMPACTED, TERMITE TREATED FILL I I I I I I Slope for I Garage Dr. L-----------------------------------J F-1 F-1 F-1 2'-O" 16-0" Foundation & Footing Plan scale: 1/4" = 1.'-0" I I I 1 m = M 'ood Frame Wall Frame Wall Door Flashing PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Glass Type Attachment Method Building Rated Design Pressures Product Rated Design Pressures FL#: 16177A Singlehung Window SH-8100 C.W.S. Impact (1) #10 Wood Screw (1 3/8" Embedment). Jambs 4" From corners & 10"o.c. & 4" each side of meeting rail Head 6" max. from comers and 17o.c. See elevations +70 -70 FL#: 20468.1 Swing Door Fiberglass Therm-Tru NA (1) # 10 x 2 1/2" Wood Screw (1 1/2" Embedment) at Jambs 6" from comers and 14"o.c. max. +50 -50 NOA:15-0304.01 Overhead Door 824/811 DAB Door Co. NA 5/16 x 1 5/8" Lag Screw (1) at each bracket +36 -44 Approval Number Product Model Number Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures NOA:15-1215.1 Roofing Asphalt Shingles TA.MKO (6) 1 1/4" Roofing Nail per Shingle FL#: 13389.1 Soffit Alum. Vented CertainTeed See Soffit Detail +35.0 -35.0 +246 -76 2'-3" I T-3" GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/9" per foot for drainage FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000s.1 Fill shall be laid in layers of 6". Each layer to be compacted to 95 /o compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. EXISTING RESIDENCE F-1 F-2 18" x 18" mono. footing a 8" x 8" mono. footing with (1) #5 rebar cont. with (2) #5 rebar cons. 6" 4" 4 . 14 8" 18" MONO. EDGE FOOTING THICKENED EDGE New Storage Area 0.00' Assumed F.F.E. EXISTING (2) 2 x 6 TOP PLA7 (2) 2 x 12 HEADER SSP STUD PLA' TO EACH STUL (4) 10d x 1 1/2" 1 (1) 10d x 1 1/2" 1 MSTA18 (14) 10d AT EACH STUD 00 � M � � w to rC-A- CC3 z to Uo Lpi � W O Y/ Q T� v 1 tct t � � � a �, W � N a 00 d ct z Ln M Q O Z x 6 PT STUDS O .r-� DER HEADER EC 4 U C PLATE Q j�.l U Q O Brng. Header Detail AT NEW EXTERIOR DOOR & WINDOW (2) 2 x 6 Top Plate REVIEWED FOR with (1)6 at each (( SOCOIE L1ANCEstud with (6) 10d a COUNTY BOCC 2 x 6 PT Studs 16"o.c. MSTA18n 1 Od at eacl (3)2x61 at header (1)2x6 with (1) 4 stud with Fasten to 5/8" dia. x bolt 32"o. ends with n u n n u u Garage Dr. Framing Detail date revision 3/25/19 Plan Review Comments New (3) 2 x 12 Plan Review Door Header 4/26/19 ith (14) stud 'T studs bmg. t. Sill Plate P6 at each 6) 10d nails ;oncrete with 8" Ion gg wedge and 6"from 1/8" x 3" washer drawn G.J. checked s.l. date 2/24/19 scale as noted job number 19004 sheet A_2 FILE COPY Flood �'�-------�^� Flood Light _ Light 3W — — 48' gfi / gfi GDo gfi I =C� Light in tee„ Eli Attic� +3 CD 1 T T I � 1 ITO New Garage `(I/ 1971 i i I 1 i } G�D]�o \ +48' �n +48" 3W gh _^' +48' +48' \ gfi i Flood I T­� Light \ / Electrical Plan scale: '1/4" = F-0" Electrical Load Calculations 602 S.F. at 3 VA Mini Split A.C. Unit Total 1806 watts 5000 watts 6,806 watts 6,806 W / 240 V = 28.35 Amps Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified Mini Split Cond. Unit (Wall Mount) Set Bottom Above Flood Elevation Exist. r FPL L — gf Meter Disc. xr-n Mini Split Set Top at A.C. Unit Cing. Leve] f Storage �rea 1 1 +4a- EXISTING EXISTING DEN / CAFE �Cl;} T mm®eemm SPrJ b -df 3 D Storage Area ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS ) RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION EXHAUST PAN OUTLET THERMOSTAT DUPLEX OUTLET - SWITCHED DUPLEX OUTLET 220 V OUTLET SWITCH THREE WAY SWITCH DIMMER. SWITCH O CARBON MONOXIDE DETECTOR NOTE: RECEPTACLES IN GARAGE & WORK AREA TO BE 48" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTIALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. All conductors to be copper; all insulation to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipent and disconnects, Typical. 6. Protective ratings shall comply with NEC 110-9 & NEC 110-10 7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-7 REVIEWED FOR CODE COMPLIANCE ST• LUCIE COUNTY ROCC M--� ON � M � � w W U � 00 (S coo Q h Q � w z ct U U Q o C� O V1 t` U N Qi O W h.Ly U [` z 00 �� 00 M ti z O U Q V 7d O 7 w U O � O date revision 3/2 /19 Plan Review Comments 4/26J19 Plan Review Comments drawn S.I. checked S.I. date 2/24/19 se le as noted job number 1901('4 sheet A-3 FILE COPY =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. i DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SDJn or less 60 degrees orless Tag line 4$. 1I2 span .-` I Tag line ♦ill 213 to approx. 112 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way.— I REFER TO BCSI Truss must be set this way If crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. Hatch Legend WALL HEIGHT 81-111 ,,/!\ Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! 10-00-00 10-00-00 12 71 O O i TRUSS "All 6� v g 12 3-07-08 6-04-08 9-06-08 2-00-00 20- -00 P0101I1, 10-00-00 12 6r 10-00-00 o A, TRUSS 'tATA" 2 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ilrhe undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sale authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the I Undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss Shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is'.. responsible to Chambers Truss for towing costs due to site conditions. 6, Price as shown in paragraph 7 below is subject to changed any changes are made in this layout. A $50 per hour' fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of. delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorneys fee for collection in v /o4 y s event of payment not timely made. 1-1/2 per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to'. herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIffPI/WTCA 4 - 2002"" 12, Warranty is per Chambers Truss Warranty attached. DATED A spreader bar may be required per ''BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. I ® ' Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other I concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC cander Avenue Fort Pierce, Florida 34982.6423 800-551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM MITE vvERSION7,4,1,431 - - - - - - - - y LOADINGIDESIGN CRITERIA REDUCIBLE I PER CODE SUCH AS SBC 1604.6.1 `O DESIGN CRITERIA u County ST. LUCIE CO. ,g Building Department CITY OF PORT ST. LUCIE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 0 Bottom Chord Live '10-Non C VIEWED FOR o Bottom Chord Dead 10 0 Total Load 47 CO[ .E COMPLIANCE Duration Factor 1.25 Wind Speed 16orl LUCIE COUNTY Top Chord C.B. Sheathing by builder �+ Bottom Chord C.B. Sheathing by builde1130CC Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75769 SCALE: 1 /4" = 1 r-0" 1 a total trusses, 3 unique designs Designer: RAC Reviewed by: Date:01/24/19 Revised:02/12/19 FOR RON RAYMOND DESCRIPTION: FILE copy _ k, IxV--7ROBERSON ADDITION D, 9 Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75769 V "�