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HomeMy WebLinkAboutBuilding plans (2)ARCHITECT Architectonic Inc ED d U61F 9 s f (� �r (_ CD 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W;ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT'2020 PROJECT CLIENT 1 CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER A, 01F �;7 F A E- A . PROJECT NUMBER C &0 DATEII"fit 1S CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR($) UPLIFT DESIGN FASTENERS A-B EACH 1806# (1)HETA 20 1830# 9-10dxl-1/2" 131.62 IT & 3RO BRG 798# (1) HETA 29 1830# 9-30dx1-1/2" 2ND BRG 1837# (2) HETA 20 1810# 9-IOdxl-1/2" 03.85 EACH 3741# (1) HETA 20 i810# 9•IOdx1-1/2" D-D6 11T BRG HANGERBY TRUSS COMPANY 2ND BRG 735# (1) MTS 16 990# 1 14-10dx1-1/2" D7-D9 1ST BRG HANGERBY TRUSS COMPANY 2ND & 3RD BRG 9S7# (1) HETA 20 1810# 9.10dx1-1/2" E•E1 EACH 362# (3) HETA 20 1830# 9.10dx1-1/2" F-F1 EACH HANGERBY TRUSS COMPANY G-GS 1ST BRG 1070# (1) HETA 20 1810# 9-10dxl-1/2" 2N08RG HANGERBY TRUSS COMPANY G2-G9 EACH 1015# (1)HETA 20 1810# 9-lOdxl-1/2- G9A VT BRG HANGERBY TRUSS COMPANY 2N0 BRG 619# (1 HETA 20 1830# 9-10dxl-1/2" GR5-GR7 1ST BRG 1467# (1)HETA 20 1810# 9-10dxl-1/2" 2"D ERG HANGERBY TRUSSCOMPANY GRA EACH 1147# (1)HETA 20 1810# 9-10dxl-l/2" GR6 1ST & 3RD BRG 1464# 1) HETA 20 1810# 9.10dx1-3/2" 2n° BRG 4213# (2) HETA 24 (1) LGT2 2365# 2030# 32-36d x 3-1/2" 16-10d x 3-1/4" 7) %x2-1/4" TITEN GRC EACH 7019# (2) FGTR 8885# (36) %X 3 SDS (4) Sh" X 5 TITEN GRD 1ST BRG HANGERBY TRUSS COMPANY 2N° BRG 1707# 1 (2) MTS 36 1 1980# (28)10dxl-1/2" GRE EACH 421# (3) HETA 20 1810# 9-10dxl-Vr GRIP EACH HANGERBY TRUSS COMPANY GRG 1ST BRG 2288# 1 (2) HETA 24 2365# 12.16d x 3-1/2" 2n4ORG HANGERBY TRUSS COMPANY GRH 1ST BRG 711# 1) HETA 20 181041 9•SOdxl-1/2" 20D BRG HANGERBY TRUSS COMPANY GRK EACH 877# (1)HETA 20 1810# 9-10dxl-1/2" GRL 1ST BRG 2944# (2) HETA 24 (1) HTSM 20 2365# 1110# 12-16d x 3-112" 3D-lWxl-1/2" (4) X•" x 2-1/4" TITEN 2N0 BRG 3595# (2) HETA 24 (1) LGT2 2365# 2030# 12-16d x 3-1/2" 16-10d x 3-1/4" (7) %x2-1/4" TITEN K EACH 542# (1) HETA 20 1810# 9-lOdxl-1/2" KING JACKS 1ST BRG 715# (1 MTS 16 990# (14) lOdxl•1/2" 2ND BRG 372# (1) THJU26 780# (32)10d x 3" HIP LACKS 1ST BRG 415# 1) MTS 16 990# 9) lOdu1-1/2" 2N0 BRG 230# (1) THC37 (MAX) 510# (12) Sd x 1-1/Z' VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 990# 14-10dxl-3/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB #77746, A+W TSON TRUSS ENGINEERING DATEDS 0201. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANU9FACTURER TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. �O O cc rA N I 0 F0uK� i 7cFLA%�. 3Co 4 9 I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WATSON RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �OF FLOC mac.• •••__ __ .•� • MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER A— \-D 0 lF PROJECT NUMBER g 7_ o z DATE s I 111E Z, t PRO ,JIDE --S\M PJC�LJ MT`�lCo µlI,d-l(� D6L tXIZ HEAD Et NP-'L-5 PE'� CONNGLT/'o>L W Ih"PLY.AJ 0OD SPrCEL SGHE-qcoV L-ff- W!.-UED !E A3ra1LED w% lod ua IL B"o.c, D6L Zx4 1'oY PLATE h TAGG E.cE:.D 1SOr•H S' bES D4 ePT uIN65 lit 'DAY W l�l_t_ cLcs t>M11.ALt.S ZXLG ST UbS �Irr o,C.-. • �OV\DE BIMPSON SP4 TOP 1G BoTroM 7Lt•.TF1a 3Z'oIC, v.t/ 6-tod Np,1L..$ • 11 r''eo�tDE �iix�'/2 ZFJiHEADg '(D7A601c, Vrrr,-To MLY-Y4t,-LL 7,,T, Z?c4 ESOTT0v-*A PLATE - W/ I/Z',* X tLn Al2a. @ 2'g"O,C, it a¢f 01 C 4A L 5/8 X a" r ED N E:APS e Z4 M01,3OLTHIC. FooTINC- ,y 71& 5' Es A, z's C-0 LJ T-, I , _ r h 00 INTE�(C�� ��A��>v� lrlA>✓L/ STEP Fool' 1MCo 17ETAIL_ NTS MAXIMUM HEADER SPAN 3'-0' 6'-0' B'-O' 12'-0' 15'-0' 18'-0' WALL HEIGHT STUD SPACING 1 1 2 2 2 2 1 % Of HEADER STUDS SUPPORM DO OF WADER W-C' OR LESS 16, O.C. 2 2 3 3 3 J 1 OF FLAL LDICfH SKID AT EACH END OF WAS 10-0' OR MORE 18' O.C. 2 2 J 3 4 4 ROOF TRUSSES DOUBLE TOP FLAT CPoPPLE SNDS Q B'-0' HIGH WAIL! HEADER E SPACER NIEDRLN O.C. STAGGERED I STRAP EACH SrLK LSTA 18 OR WFS HEADS SNDS FULL LP11CM SR' STRAP EACH SM SNM SP4 OR NXLS P.T. BORON PUI POINT BEARING HEADER CONNECTION DETAIL N.TS PRODUCT REVIEW TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS - GLAZED WOOD MASS BASEMENTS SLAB" CRAWL CLIMATE FENESTRATION SKYLIGH FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R VALUE SPACE' ZONE WACTORa U-FACTOR 8HGC b , "'VALUE RWALUE R-VALUE I R-VALUE R-VALUE & DEPTH WALL R-VALUE I NR 075 025 30 13 1'4 13 0 0 0 2 040 066 025 38 1J 40 13 0 0 0 3 035 055 025 JG 200113.51 _ w5 79 5!131 D 5.13 exwpl 035 055 040 49 20 or 13.5° 0,13 19 M13 10211 10,13 anne klanse M S and --- 052 055 _ NR 49 20 or 13,5". IN 17 307 15,19 10. 21t 1519 Alanne 4 6 032 055 NR 49 2018 0r 13.10 15,20 309 15,19 10. 4 R 15,19 70 naH_ 032 0.55 _ NR 4fl 20*5m 13�t0 1921 384 t519 10 4a 15'10 NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE BD COMMON OR ROOFING NAILS HAVING A MIN.1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WI A MIN.'/a" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 ''/." CASE HARD NAILS @ 8" O.C. /2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. DOOR AND -WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS Q 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS: OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH W X 3.1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCE OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES ROOF ZONE 1.32.8 -97.25 EXTREME METAL 26 GA. SNAP MAX FL# N/A #30 X 3" PANCAKE SCREW @ 6" MAX. O.C. ZONE 245.6 FABRICATORS NAILSTRIP 25621.01 ZONE 3 -45.6 WINDOW ZONE 4-28.7 -80 PGT INDUSTRIES PIN 7720A NOA# IMPACT W ULTRACONS @ 12" MAX. O.C, 1-3/4" MIN. ZONE 5.34.5 20-0401.10 EMBEDMENT AND 1" DISTANCE TO EDGE WINDOW ZONE 4.28.7 -130 PGT INDUSTRIES CLIPPED EXTRUDED NOA# IMPACT Y" TAPCONS @ 8" O.C., WITH 1.3/4" MIN. ZONE 5.34.5 ALUM. MULLION 20-0406.03 EMBEDMENT AND I"DISTANCE TO EDGE DOOR ZONE 4.28.7 -90 PGT INDUSTRIES SGD 770ALUM. NOA# IMPACT Y•" ULTRACON @ 24" MAX. O.C. 8" MAX. FROM ZONE 5.34.5 20-0429.09 CORNERS, 6" MAX. FROM BOTTOM, 1-3/8" MIN, EMBEDMENT AND 2-1/2" MIN. EDGE DISTANCE WINDOW ZONE 4.28.7 -80 PGT INDUSTRIES SH7700AALUM. NOAW IMPACT Y-ULTRACONS@ 2 AT HEAD AND 6 ON JAMBS WITH ZONE 5 -34.5 20.0401.11 1-3/8" MIN. EMBEDMENT AND 1.3/I6" DISTANCE TO EDGE ROOF ZONE S-32.8 N/A POLYGLASS USA UNDERLAYMENT FL# N/A (SELF -ADHERED) ZONE 2 45.6 5259.1 ZONE 3 45.6 GARAGE -26 44 DAB GARAGE DOOR MODEL 824/911 NOA# N/A S/16 X 1-5/8- LAG SCREWS 3 PER BRACKET @ lr O.C. DOOR COMPANY, INC. STEEL 20-1005.08 WITH 1-1/4" MINIMUM EMBEDMENT DOOR ZONE 4-28.7 -67 THERMATRU SMOOTH STAR FL# IMPACT Y" TAPCONS @ 145" MAX. O.C., 6" ON CORNERS, ZONE 5-34.5 CLASSIC 20469.4 1-1/4" MIN. EMBEDMENT, W MIN.CLEARANCE TO MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4 -28.7 .50 THERMA TRU SMOOTH STAR FL# IMPACT Y" TAPCONS @ 14.5" MAX. O.C., 6" ON CORNERS, ZONE S-34.5 CLASSIC 20468.11 1-1/0 MIN. EMBEDMENT, Y" MIMCLEARANCE TO MASORY EDGE, 4"MIN. CLEARANCE TO ADJACENT ANCHOR WITH 4" & r CENTER CLUSTERS DOOR ZONE 4 -28.7 -50 THERMATRU SMOOTH STAR FL# IMPACT Y."TAPCONS @ 14.5" MAX. O.C., 6" ON CORNERS, ZONE S -34.5 CLASSIC 20468.12 1-1/4" MIN. EMBEDMENT, Y" MIN.CLEARANCE TO MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH 4" & 8" CENTER CLUSTERS THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS 9TF+ul I urtc. I nc Ate, tr Iyr i no. rnvw, Ta nnv nm� nvva yr ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. L iJ-z { P--2_ w n-z v-1 r, Tztvcnr� 2. ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/Bd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/Bd RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/Bd RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. C� �oF SrPUC_TuR:� H 4 To? PL--ArrL 4 STUDS 24 O,C. 4 BOTtaM t LATE gTiArl� F.Lo 0 IC I Y i C. L _T� -tM ! G -V�4 W, L L. 5 E 1 I Lei WINDOW �t�d�a�5T�,4,T1eA� T,6�nL� k cA3St�CslNG. SNata- 5� N CbM !?t-J •l ^SCE. I.0 6 4,r-'1 Lr 8� A5TM C. ICMC.r >R RtanYAra'o!n L+�AT£c� PeoO� I fJ (,p C0r�3QlI_SM SSA-r--F- BFo�� ACPT5 - �• CTY'r, o f L3A¢_ 1 raF'I-c..E77 CELL JGTG.: FL-VId A,PPL-f� C7 M+Sr.,P>2.,4,..sEY 1ST 1� Ci F c4waN lr 7co rr•o f0r vrpc�s SEfA,tt Cor+tPL.Y w1r\� p�T4,1 C �Z} Woo9 yceglus �'' QN$UM /L�'t'1C FASTG.NEZS z•4. 0. C 4 MAX T3 -� $C2ap >k. tstcCK WALL-S F1 %uAI&'b TitU44 Gh r-'L-rrlk�.wp.LL GLry• ZX4 hUS %s.Mib $ 1Av-ANv'TC M ETAJ h1'L1a i'ts -'P- a-r- :6-T'UI75 ct-. 7a4,1 O:G. W/ CZ i faMe2 GO Co rar.?ECLTT O �-D Pj pr SUS'. 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'tee 5iia ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WATSON RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �OF FLO' LJSEq ��•• AR 6/ STFRED PSG MICHAE . SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER 2 ► O DATE s%jy�il l[ 111 %zl ■ u-4AT5at�, �1 a ARCHITECT Architectonic Inc ELECTRICL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET — 220V OUTLET - MOTOR OUTLET WALL MOUNT LTG. FIXTURE CIF2 GROUND FAULT PROTECTION T PHONE OUTLET II{{ J.B. FOR FAN/LIGHT COMBO '•j•' CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED ..FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL �I CHIMES -6-A '3/O 1 Hw1-4 IN ZWC, V-.-scT. SF-LV%Or— Zoo a St6e L.l, 6Yv© NT5 r 3,,yrR rn, ELECTRICAL LOAD CALCULATIONS 3243 SQ. FEET 3 VA 9729 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 WELL 2500 VA 1 IRRIGATION 2500 VA 1 FUTURE POOL 2500 VA 1 MISCELLANEOUS 10000 VA TOTAL 51129 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 16452 VA AC / HEAT @ 100 % 18000 VA TOTAL 44452 VA 44452 186 AMPS 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT r5� N go .r . h f/Are C SQUARE FOOTAGE LIVING 3243 S.F. ENTRY 186 S.F. PORCH 276 S.F. GARAGE 506 S.F. TOTAL 4211 S.F. 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 I PROJECT WATSON RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION '9 y • � HAEL �4-96 C AIf !(' R�D:p.RG� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER A-- s'oc 5- PROJECTNUMBER DATE,j`/IS/Zi llIu B1P pw 1T LEGAL DESCRIPTION PARCEL 1 PARCEL ID # 3409-505-0027-000/9 LOT 22 OF LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 51, PAGE 21. PARCEL 2 PARCEL ID # 3409-505-0028-000/6 LOT 23 OF LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 51, PAGES 21 THROUGH 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. STREET ADDRESS 1305 LONE PINE DRIVE, FORT PIERCE, FLORIDA 34982 GENERAL NOTES THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE LINE OF LONE PINE DRIVE, HAVING A BEARING OF N89'43'36"E, BETWEEN EXISTING MONUMENTS, ACCORDING TO THE PLAT OF LONE PINE SUBDIVISION, AS RECORDED IN PLAT BOOK 51, PAGE 23, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0277 K, EFFECTIVE DATE FEBRUARY 19, 2020. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. REFERENCE BM ST, LUCIE COUNTY "TONY" WITH AN ELEV. OF 9.68'. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS MARCH 04, 2021 GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 0 9 TE 0i 60 FND NAIL & DISK NO ID BENCHMARK ELEV = 8.20' SITE PLAN LOCATED IN LONE PINE SUBDIVISION SAINT LUCIE COUNTY, FLORIDA C/L LONE PINE DRIVE 60' R/W 20' ASPHALT r- CONC FND NAIL & DISK LB # 959 FND NAIL & DISK (p FND NAIL & DISK LB # 959 LB # 959 BENCHMARK �� ^Cb* BENCHMARK ELEV = &22' ELEV = 7.97' 7.94 8,18 7,97 S 89043'36" W 197.61' 8.18 - 8 7 - w 255.93' 7.92 O_ PROPOSED 20' ACCESS EASEMENT SIDEWALK SIDEWALK _ � o - 8,66 8.68 -c� - -- Cc 10' UTILITY EASEMENT 10' FPL EASEMENT PER PLAT 11 P.00' 10,09 S 890 3'36'� W SEPTIC AREA FND 518 IRC PSM # 6852 7 - - 87.7' � SS SS 10,99 16' CONC. x .05 20' DRIVE Cn PARKING AREA OCCUPIED \ 10,70 XC3l 0 PROPOSED � GREEN AREA 99,, FFE =12.1' O �9,65 PROPOSED •5� N DRAINFIELD D +-325 SQ FT Q m a- 75.0' ml k Q iM 1Owl 0,81 .I 87.4' 14.0'.5 EXISTING No WELL - 22.0' LOT 22 795 20' ACCESS p - � EASEMENT - - S�1 7 .55' S89° '3611 W OF D 518 IR O') 8 COVERED C�'LANTED OAKS 22.7' ENTRY 7, c x 8,41 N C) 7 3, PROPOSED C 27.0' o c� WELL & LINE p 7x o 10.2' ,10.2' N `- PROPOSED 61.5' 1 STORY CBS o RESIDENCE _ ao PROPOSED FFE =12.3' ' 6.0 LOT 23 �° 13.3 o VACANT :,4 0) o 6113.41 N p 36. N 14.0 m COVERED PORCH / VACANT �D N FND 518 IRC M 5/8 IRC PSM # 6852 PSM # 6852 x 8'75 N 890Ill14411 W 0 218.02x 8.65 0 L6 COMMON AREA, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT i N N FND 518 IRC PSM # 6852 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 20.57' 115.00' 10014'51.63" S 84036'10" W 20.54' C2 69.92' 60.00' 66045'57.00" N 56020'37" E 66.03' x 7.90 87�x.0 7,3�/ 4,86 SID ALK 7A / 4,65 / .26 / ZZ FND 518 IRC PSM # 6852 EDGE OF WATER 4, 5 TRACT licit 5. ' OPEN WATER � TOP OF BANK Au \ / 4.46 7,02 4,53 x 8.41 7.26 a 9 Qy A1A 7� n piANli AVENUE Q 7Z EDWM SITE f vZ a�°� nz anE mr aonn S A,A �L a� v A MS A LOCATION MAP NOT TO SCALE LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEC OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICAN VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORD BOOK P PLAT DATA PG(S) PACE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY ® WATER METER & AND ® AT DELTA UTILITY POLE FDOH in St. Lucie County EnvironmenSite Plan Approved edfo Conal s truction Supercedes All Previous Site Plans for Well#���� Date: Reviewer._ FILE COPY r O N a U M n W W Z�WU. `} m W a K / V M z mLL a >- \W } OLLJ y W W K W / Z Ix LL 6 m LL Ci '^ a o V♦ Q z 3 s G �Be O v FZ J J 2 w .-. �y ... O O _ Y W Z w LL z G Z n. Go a a Q z z 0 w o! pq w a ra Q W Z W � a 0 O a=x J LL .0 O; ZQ� m boo Z .0 OZ U § Z O �j Z wwwo 1 W N z O ? 0", z Z o0� f- �Uz IS 0ND Q QUO V U O J ip00 W = J �+ zwo 1a1w� LL >mv wz a w�< �- �<w = W�oa ^/ Q IV xoIt0 It OU I. =-1 Z w < mZOz WFOJ L� FD z U OOKOW 7dwai Ld t,wwZm zxG°w Y O V 2~fLU 'z31w 8�_� W zoa Z ♦� y O)-N (9 z J ,,z2 aaOW N con zoo ��oo DRAWN BY, CA CHECKED BY, CA DATEIMARCH 13, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL OF A FLORIDA LICENSED Sk�$PER. ME AR1y '% 9 Tj gTATE OF Fl.OIWIDA CHA9 'EJ'XK'N' 0 L D PROFESSIONAL SURVEYOR & MAPPER FLORIDA LI NSE .4971 7 INTED D TE SHEET 1 OF 1 PROJECT N0. 21-505 =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. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spein or less 60 degrees or less Tag hne if 12 span 10 approx 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, Bar Tag linepr0%2/3 to �1/ tl2 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. 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. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING HANGER ID FFOR ASTENER CARRIED. FASTENER FOR CARRYING TR SS GR7 GRG THD26-2 (12)-1 OD 18 -16D GRG GRL THD26 2 12 -10D 18 -16D *Please refer to Standard Engineering package for general mstucrron on msra Ling nanyeis 10d=0.148" x 3" 16d=0.162" x 3 1l2" SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-01 7:2-00-00 i1 12 5r NOTES: * ALL CEILINGS ARE FLAT. M M ±,Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! °! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30'- 38' IN LENGTH!! HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. btl-UU-UU 6-00-00 12-08-00 14-OD-00 - 36-04-00 -__ _ J it J 1 J3P 1 0o J3 r o J5P J5 0 0 GRB B .. (' 0 O c --— - 13-04-00 o ° 0 N 81 N J1 pB2 J3 o0 83 J5 0 q 84 7-00-00_. -.. �... } J7 ` B5 GRC 17 : MHV12 rp ¢ ¢ rn rn Go m r ao uG a r.� rJ _ ❑ ❑ ':.. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J ❑ J7.. J 1 ry i7 c°D Co CR o. ...� CD MV4 m .� MHV10 J7 J3 MU2� �. J7 MV8 J5 MV6 J7 J5 5-00-00 MV4 J7 S 0 9 JS o MV2 o, J7.. J5 JS.... J7 7-00-00 o q 0 J3 4 J1 J7 Z 0R5 .- J7 J5 I J7 J5 0 J7 0 J5 0 of 9 f 0 J7 n J5 5-b0-00 r" I J7 JS V. 8 > � 8 o r c J5 A v -- J7 N GRL Arc 9-00 e" € m l K a > „ 1 ¢ cN, $ > > e� 4 o ATC GRK �I ,f�j ' co `j ! 9 8-08-00 14-00-00 'i �Xx 0 r5 o 00 Jt o J7 ATC _ J5 TSA 8 I] it e � I 0 o —.- m M m •- L_ _. ATBJ3 I o I I c ... a o ATB Jt it I I o 77 N ATA.. ,n 4 N A I o 0 3 G RA C? 0 0 is is 4 ._.. J3 J3 ry r r 2-00-00 17-04-00 9-02-00 8-08-00 9-02-00 _ 22-08-00 ALL BEAMS ARE BY OTHERS. II - _69-00-00 LEVEL RETURNS ARE BY BUILDER IF DESIRED. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT x� 0 FINGER JACK8 ARE NOT BEVELED SEE STANDARD ENGINEERING. Uw ppJ °o iV o c. THRU ccRNER JACKS ONLY +1ryu CORNERDETAIL FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole 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 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 jab 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. — Price as shown in paragraph 7 below is subject to change if 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 madeon 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 collections in event of payment not timely made. 1-V2 % 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 MNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4 - 2002M 12, Warranty is per Chambers Truss Warranty attached. gx 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. sAr Temporary and permanent bracing are required and can save life and property I and is the responsibility of the truss erector. . iBr 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. rel y Trusses must be set plumb and square rp, Do not set bunks or stack of plywood, roofing material or any other 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 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 o Email: MAIL@CHAMBERSTRUSS.COM e3 A ROVED ❑ APPROVED AS NOTED J REOSTIAND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOSSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRRJJJJCTION, COORDINATION OF HIS WORK WITH OTHER TR6(DES AND FULL COMBLIANCE WITH CONTRACT nnr MFN i r�'J ,illtec"'WnliC Iric. v�,c:-, HP-34950 MITEK VERSION 74.1 431 LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS See 1604.6,1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directionap/C-C hybrid Wind ASIDE 7-16 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 55 7.2 0 Duration Factor 1.25 0 Wind Speed 16Omph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 20' a t c h Legend Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions LOAD Miles from Ocean 5 Conforms to Florida Building Code 2020 BEARING R.D.L.=Restraining Dead Load C.B.=Continuous Bracing AT 9'-4" Verify DESIGN CRITERIA shown above with the LOAD building department and your engineer. BEARING Design Criteria is the responsibility of the AT 10'-4" Building Designer and/or Engineer of Record LOAD BEARING Chambers Truss Inc. Drawing Name: 77746 AT 12'-0,, SCALE: 1 /4" = 1'-0" 211 total trusses, 69 unique designs Designer: RLC Reviewed by: RLC Date: 08/19/21 REVISED 08/24/21 FOR MICHAEL DIFRANCESCO GOQ DESCRIPTION: WATSON 0\0 Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77746