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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYFILE GQ PY 1, Floor Plan scale: 1/4" = 1'-0" Proiect Data Project Name: Beebe Residence Street Address: XXXX Cody Lane City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefffcent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2336 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Area Tabulation Living: 1768 Porch: 408 Entry: 160 Total: 2336 Total Cubic Volume: xxxx Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 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 Spray Foam Insulation- 9'4"-�$-- T.O.B. - — - 1/2" d.w 1 x 4 p.t. Firestop One Course Perimeter Beam with (1) #5 Rebar Filled with Grout 1 x 2 p.t. furring strips 24"o.c. ---� with R4.1 Foil insulation ire" d. #5 vert. relha> in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill —\ F.F.E. (2) #5 Rebar Gti /-y M � C) w w Q� a � '7. •C� ~ U •,.'may Z 4 � U U W d Q � C W Ga C7 `L/ M FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS# 6.5r,I1 ,14q1 &Well#59-�4433 Date: h /0 4 Reviewbr:if" 141 � 5V Metal Roofing over 30# Felt on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule / 12 2x4p..t. 6� Cont. 2 x 4 24"o.c. Alum. Drip Edge r O 2 x 6 Fascia w Alum. Wrap U Soffit Over z W oStucco High Ribbed Wire Q T-0^ Lath vs Install one layer of 15# felt to framing prior to •� installing wire lath U 8x16x8 v CMU Typ. Q 3� W "4 � � Light Textured Stucco Finish Z rn #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells ,o I Grade Typical Wall Section drawn s.l. checked s.l. date 8/28/18 scale as noted job number 18057 sheet A-1 FILE COPY a E DEC 2 6 ?V Lucie County, Permitting tSti!!illlki''"ua07 apnl '15 8W 8 9 310 G3AI332a�d Floor Plan scale: 1/4" =1'-0" �`�� Project Data Building Data Project Name: Beebe Residence Occupancy Type: Group R r-4 Street Address: XXXX Cody Lane Construction Type: V H 00 City: Ft. Pierce Number of Stories: One County: St. Lucie Project Area: 2336 s.f. State: Florida w Scope of Work Building Code z New One level CBS r 2017 Florida Building Code: Residential L7 0 � Single Family residence 2014 National Electrical Code: NFPA 70 Cn � Design Loads a� N Area Tabulation Q a Roof Live Load: 30.0 p.s.f. d Wind Speed: 160 MPH Living: 1768 Wind Importance Factor: 1.0 Porch: 408 Building Category: II Entry: Ent 160 t� Z Wind Exposure: C r l W Internal Pressure Coefficent:.18 Total: 2336 V Q Structure Designed: Enclosed _ Soil bearing capacity: 2000 p.s.f. Total Cubic Volume: xxxx W 0 � � o Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 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 W Metal Roofing over 30# Felt on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Spray Foam Shop Drawings by Insulation Others See Connector Schedule 12 2 x 4 p..t. 2 x 4 24"o.c. Q6 Cont. 9174tt_ T.O.B. - --- - � i Alum. Drip Edge 1/2" d.w. - 1 x 4 p.t.� ii 2 x 6 Fascia Firestop Alum. Wrap U G) One Course Perimeter ii ; ;„ Stucco Soffit Over W o Beam with (1) #5 Rebar n Hiagdh Ribbed Wire Q W Filled with Grout ii T-0" ~ Install one layer of 15# felt to framing prior to installing wire lath ' 1 x 2 p.t. furring ¢ U strips 24"o.c. ;1 with R4.1 Foil ii h Ei insulation C� Typ, w a 1/2" d. it W +' #5 vert. rebar in filled Light Textured I II Stucco Finish grout cell See Floor Plan it " for Locations 4" 30004 Fibermix Cone. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill —\ F.F.E. (2) #5 Rebar a 0 M 1'-6" #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells �o I Grade Ty-pical Wall Section drawn s.1. checked s.l. date 8128/18 scale as noted job number 18057 sheet A-1 I /Sia- - 09457 FILE COPY Project Data Project Name: Beebe Residence Street Address: XXXX Cody Lane City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2336 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Area Tabulation Living: 1768 Porch: 408 Entry: 160 Total: 2336 Total Cubic Volume: xxxx Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 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 Spray Foam Insulation T.O _B_ - — - 1/2" d.w. 1 x 4 p.t. Firestop One Course Perimeter Beam with (1) #5 Rebar Filled with Grout 1 x 2 p.t. furring strips 24"o.c. with R4.1 Foil insulation 1/2" d. #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Cone. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill —� 0.00'- F.F.E. Floor Plan scale: 1/4" — P-0" (2) #5 Rebar CC3 U U U r� v 1 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # -5F-(W8J44N & Well # -28J 3 Date:11 la Revie r. 5 V Metal Roofing over 30# Felt on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Comiector Schedule / 12 2x4p..t. 6 Cont. 2'_0" 8x16x8 CMLJ Typ. 2 x 4 24"o.c. Alum. Drip Edge 2 x 6 Fascia Alum. Wrap Stucco Soffit Over High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing wire lath Light Textured Stucco Finish �i #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. I!; Rebar In Cells o I Grade Typical Wall Section O w � W U o Q � ^, w O W' U w � i-i � a � rss z Un dra" s.l. checked sL date 8/28/18 scale as noted job mm,ber 18057 sheet A-1 Ln 7t 00 r N U U w G z II i w 10 9 K LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG 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 N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE CHIP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(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 A DELTA 0 UTILITY POLE RECORD SURVEY LOCATED IN SECTION 5, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA FND 4X4 CM PRM LS 1192 I �Ie I 01 I N O oI O I co I - I o � o I EXISTING CS SEPTIC x E 3,8 x 24 LOT 3 o OCCUPIED FFE = 24.9' II 0< 23.7 EXISTING G WELL i T Lill a x 3.35' 3 .00' 22,8 S 89°25'25- E x - x-x-(x -x -X 1 5'F"ARkF64C-t-x- -" -x -" SET % IRC 22,9 23,5 3 j LB # 7903 YI 0 0 23.8 x a Qj IQ � x O 25,8 194J' L y ,z.00• o oI is 'a LOT 4 N �I O VACANT o 0 1� x 123.3 195.1' �z.00• I I O o I x PROPOSED 25.0 MINIMUM 23,5 x FFE = 24.3' I h 23,8 23.2 �n 39'.00' 1 lof_ FR NO I ~ I I I I I � I I I I I � I I I I I I I 22.8 I I I I I I 300.00' S 89025'25" E ® 22,9 LOT OCCUPIED FFE = 25.5' I I x 24.9 22.1\II 20.6 �C x 21.7 FND % IRC 122.27 2 .32 I 300.00, LS # 4363 . 2n n � 22.21 FIND RAILROAD SPIKE NO ID FND NAIL & DISK NO ID (BENCHMARK) ELEVATION = 22.36' 00 I e I � O N cv o W O 0 �o 0 34.00' O �• I 0 � c 8.00' 51.2' O I 2QU. u~i ma N C.)c 21,9 2,5 11 X 22,5 ) 11 51.0' x 21, W�SIOo• L0 20.8 22,48 34.00, O N ` O u� FND NAIL & DISK FND % IR I 2,81*-- NO ID 22.0/ \21,8 x 24.8 I 21.5 25,5z x 23.8 24,3 EXISTING SEPTIC I O C N 0 O y NO /D (BENCHMARK) / ELEVATION = 22.82' 32.8 I I I I FND RAILROAD SPIKE -----_-_----__-_ 30.00' NO ID (BENCHMARK) ELEVATION = 22.97' V .E Z a o M 0 a a w x n Lij N RECEI D m O M 2JAN LL 2 8 20 Z N Z' v _p Permitting D a ment } Z y LU W 0 �J 4 St. Lucie u ty O 0 a U. } � w�> \WWz 0 / > to LL ,y' FCj) t0 Z =V/w "0 4 vs .j to d Zw => oD JOB=on 0 Lu N A1A Z a N ti O LL Z W Q Q IL J LL " Go 00 a Z O a LOCATION MAP NOT TO SCALE STREET ADDRESS UNASSIGNED CODY LANE, FT. PIERCE, FL. 34945 LEGAL DESCRIPTION LOT 4, BLOCK B, COUNTRY LIVING ESTATES, UNIT 1, AS PER THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGES 13 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. r GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE a CENTERLINE OF CODY LANE, AS RECORDED IN PLAT BOOK 18, PAGE 13, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S00'40'20"E. G 000 Luxe 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY aao IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, O a=`= COMMUNITY PANEL NO. 12111 C 0155 J, EFFECTIVE DATE -0-6FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE Ci <= DETERMINED BY AN ELEVATION CERTIFICATE. Z oo oza 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 0 �oN Co W Z LL W N 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND ;t U z z0,0 oz FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. O W oz ~W� �wo> 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT 0)Z�' BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. U 2 2 0 -=03 o ¢MZ 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS �` Va wmnx OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, ? _ Fzwo OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT WW Kozo d w 2 z DEEDS. �± 2 a'- oIN* O OOmo 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE .4InxwZ1 U zawu ~ u SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED zw W ~3w SURVEYOR &MAPPER. W � (� �o?�a ~ 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY V o�i-2 Z,ww OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED z ; F z WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. SCANNNUO.JJBy °moo r St' Lucie owox 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD Cou "0 ° MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. DRAWN BY. CA 10. THE LAST DATE OF FIELD WORK WAS JANUARY 25, 2019. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON CHECKED BY, CA NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE DATE: JUNE 19, 2018 BENCHMARK BEING NGS "C-25-9" WITH AN ELEVATION OF 22.57' HDRIZONTAL SCALE+ NAVD OF 1988. 1'=30' 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 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. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO.4971 USING CARLSON SURVEY 2008, - Z7 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DAY MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 18-531 go K ON ol 30'60 '1 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG 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 N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(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 A DELTA 0 UTILITY POLE SITE PLAN LOCATED IN SECTION 5, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA FND 4X4 CM PRM LS 1192 I 31 I NI O �I O I �I I 2 2.8 I I I II I I I II O to O I II 1 LOT 3 1 o OCCUPIED FFE = 24.9' I I I II 75.00' 23,7 I I V 23,1 EXISTING WELL 12 X 3.35' 3.36' I � o I I i I I I O N EXISTING I p I O SEPTIC I tl C x 3.8 0 x 24• I y I x 24.9 22.1 20.6 x 21.7 FND % IRC 122.27 2 ,32 FND RAILROAD SPIKE NO ID 1 3 .00 I 22 8 S 8902525" E j X 300.00' LS # 4363 30.0 22.2 5' E- ARM FkCEx - x - - x x 3( x FND NAIL S DISK I i I I SET % IRC 2 9 3 LB # 90a3 4)i°a30.04' ooI M1 m 0 35.00'� 0 oYQ�IIII IIlI y0N= 'NwQ. o�s im ° 11oVAcoLL23.3 T 4 h7 Cx � W� I C �30.56' a � 35.00' 5.09 PROPOSED NO ID (BENCHMARK) 0, N\23DRAINFIELD O PROPOSED a +-35osa FT PROPOSED I ELEVATION = 22.36' 2 to WELL O o - GREEN I C I \ tp zs.o a AREA O. N O W O 151.62' 25� - - - 25.0c o0 a 0111 34.00' °0 to O h ufwaft 23.5x I I _I 1 h o 23,8 23.2 / 39'.00' _ F R NO ID I 1 I I 1 I I I i � I 1 1 I I 1 22.81 I I I I I I / 12.00 p y W W m V iq V 00' PROPOSED 0) EXISTING l N Q � COVERED ENTRY 2.54 HOUSE P o c 111 21,9 22,5 / a h � g � 50.8' x21, o0 ,z.no ! 1141.85' COVERED 34.00' 24.0 20.8 22,48 PURGH 25,0 - - - - ROPOSED oT 23• - - 3 18'x22� 25,0 CONCRETE O NPROPOSED 16' O H SHELL DRIVE I 2 60 I FND NAIL 8 DISK 300.00' A✓B YIL>-AIC FMB. S 8902525" E -® 22.9 EXISTING WELL LOT OCCUPIED FFE = 25.5' FND %IR 2.81*- NO ID 22.0/ ' \21.8 x 24.8 I 21,5 I 3 24.6 I O _ O N x 24.1 c O , 25,5 " c x 23.8 I y 24.3 EXISTING SEPTIC I y NO ID (BENCHMARK) / ELEVATION = 22.82' J2,8 I FND RAILROAD SPIKE NO ID (BENCHMARK) ELEVATION = 22.97' FILE COPY LOCATION MAP NOT TO SCALE STREET ADDRESS UNASSIGNED CODY LANE, FT. PIERCE, FL. 34945 LEGAL DESCRIPTION LOT 4, BLOCK B, COUNTRY LIVING ESTATES, UNIT 1, AS PER THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGES 13 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. . N N 0 V uj M -aw �N� m ° A Coll a zN=z uo� �a� �oW LL Lu W ` W Z at call J O� LL F N NNW 0 J Z QN¢ W x Z 0 2 > a� JOn =o 0,N 0 tiZ a ZwR 2N � L- 0 z Ul QD LL °° O a 00 co _ a z 0 z > LU J O-' w z w Q A L.I w a Q r U U pq (IN 00 GENERAL NOTES (\LI (U W� 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE A CENTERLINE OF CODY LANE, AS RECORDED IN PLAT BOOK 18, C PAGE 13, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF SOO`40'20"E. 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, a�Z3 COMMUNITY PANEL NO. 12111 C 0155 J, EFFECTIVE DATE <- FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE 6 DETERMINED BY AN ELEVATION CERTIFICATE. Z w o w o >woo 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE Z N W'�� �o BEEN LOCATED AND SHOWN HEREON. 0 zoo:o co=ww 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Z W V c-�<om FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. O IlaW Z UZN w 0� �w Zoww 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT Q m y = -Zao o Qpo=Fa BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. V 2 Z o ow8 u- ` O ¢ =w-OU 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS 1_ F OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, j = wWF-g OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT Lll �j W } od�o DEEDS. (i Z -W d " o CU <Z'�3 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE ll1 j 5>00 SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED w-,F-w Dww� SURVEYOR &MAPPER. OoO u% o m 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY w `w= OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED V zooa WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. oa 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD N <aoow MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 10. THE LAST DATE OF FIELD WORK WAS JUNE 18, 2018. DRAWN BY. CA 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON CHECKED BY: CA NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE DATE: JUNE 19, 2018 BENCHMARK BEING NGS "C-25-9" WITH AN ELEVATION OF 22.57' NAVD OF 1988. HORIZONTAL SCALE: 1'=30' 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED US] A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. m SEAL ! t m Z n 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABL � Et6 G ,� CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTIN � fl Z-1i MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 78ARLES ARNOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJU D PROFESSIONAL SURVEYOR & MAPPERFLORIDA LICENSE NO. 4971 USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DA E MINIMQlM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 18-531 1 1 Floor Plan scale: 1/4" = 1'-0" wvio Connector Schedule Truss Bearing Truss Connector Qnty Connector Fasteners Point Uplift ID Uplift All trusses Each <1810 HETA20 1 1810# (9) 1 Od x 1 1/2" <1810 HETA20 1 1810# (9) 1 Od x 1 1/2" to CBS Brng. All trusses Each <1000 MTS18 1 1000# (9) 10d x 1 1/2" <1000 MTS18 1 1000# (9) 10d x 1 1/2" to Frame Brag Valley Supporting Framing (4) 1Od Trusses <250# VTCR 1 370# Valley Truss (3) lOd x 1 1/2" Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed. per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. Project Data Project Name: Beebe Residence Street Address: XXXX Cody Lane City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II WindFxposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. FILE COPY Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2336 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Area Tabulation Living: 1768 Porch: 408 Entry: 160 Total: 2336 Total Cubic Volume: 20060 c.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 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 Spra, Foam Insulation )'4„FW 1/2" d.w 1 x 4 p.t. Firestop One Course Perimeter Beam with (1) #5 Rebar Filled with Grout 1 x 2 p.t. furring strips 24"o.c. with R4.1 Foil insulation 1/2" d. #5 vert, rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibertrix Conc. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill 0.00' F.F.E. (2) #5 Rebar P-6" 5V Metal Roofing over 30# Felt on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by / Others See Connector Schedule / 12 2 x 4 p..t. - 2 x 4 24"o.c. Q 6` Cont. Alum. Drip Edge 2 x 6 Fascia Alum. Wrap Stucco Soffit Over High Ribbed Wire 2'-O'p Lath Install one layer of 15# felt to framing prior to installing wire lath 8x16x8 CMU Typ. Light Textured Stucco Finish #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells ,o I Grade O ti 0 w U Q w CW7 t!1 0 w 0 a� U W V) date revision SCANNED Ry St Lucie County drawn s.l. checked s.l. date 12/1h 18 scale as noted job number 18057 deal Wall Section sheet 1 0 to w Cl ow J Y.C9w w3 n?z u nV) 1 �a ui � JOz ma 6 U �z G N 00 02> a? u ~ uww aZ Jwww2o LU F-wwCg� z W o a W N W U LL s✓ O Z Z V cc C 3 r /W I I ct ' Y~¢ 00 o WW U¢ V ~ V1 p s w W aoa�o,.� .� Ri (D ¢ a na g o �I Q a3 V 1 N s01 l w��� Z C� r U > W a Hto > d- • (J ���-II c fL `c ctt OQ i U Q M V RECEIVED DEC 2 6 2018 OT; Lucie Cglanty. perailttln# Ll +33.5 +33.5 +33s -36.3 6.3 44.s -3 Right Elevation scale: 1/4" = V-0" PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Ty Design Pressures Design Pressures Head: 12` max. from corners & 30"o.c. max. Iambs: SH-5500 5/16" 12" max. from corners & 17.7" max. 5" each side of NOA: 15-0519.05 Windows Singlehung PGp Industries Lam. meeting rail. Use 3/16" Tapeon with 1 1/4" embedment +33.5 -44.9 +/- 50.0 into concrete FL#: 17184.5 Fiberglass g 5/16" 6" from cornets 8: 14"o.c. at jambs. 1/4" tapeon FL#: 17194.3 Swing Doors Door Plastpro Lam. screws with 1 1/4" embed into cone. +33.5 -36.3 +/- 50.0 FL#: 17184.1 Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 7271.3 Roofing 5 V Crimp (26 ga.) Union Corrugating Rib 12"o.c. or #10-14 x 2" Long wood screw with washer at each Rib -65.2 -113.1 FL#: 13192.2 Siding Hardie Plank James Hardie Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. and 1 1/4" long. 21"o.c. max. spacing -50.0 -92.0 (Optional) Roofing Underlayment Titanium PSU IrterWrap hoofing One layer direct to plywood with 4" Honz. Laps and 6" Vertical Laps -NOA#:14-06D3.19 Roof Plan scale: 1/8" = 1'-0" Il'-0" Setback FIN Nu LE Front Elevation scale: 1/4" = l'-0" +33.5 -36.3 5'-0" Setback +33.5 -36.3 +33.5 +33.5 -36.3 -36.3 9' 4„ T.O.B. G 0,00' F�- P'E Left Elevation scale: 1/4" = l'-0" LEJ +33.5 -36.3 -36.3 +33. 36.33 +33.5 -36.3 U+33.5 Rear Elevation scale: 1/4" = 1'-0" U CT to w Qx w � z c7 a bA � Q S..i Gl L Ln O � O Ct F- U H V) • x O ,� r Con 00 M O w w a� U W (U o Q It x � � � o ~; Q -U w s.4 .� w � � z drawn s.l. checked SAL date 12/16/18 scale as noted job number 18057 sheet A /� 2 F-1 F-2 F-3 18" x 16" mono. footing with (2) #5 rebar cont. 18" x 16" mono, footing with (2) #5 rebar cont. 8" x 8" mono. footing with (1) #5 rebar cont. 4" 4„ 4" 4" 4++ Ott 411 Ott 16" 12' gtt 18 it 8' 1 g MONO. EDGE FOOTING FOOTING STEP 00 THICKENED EDGE Foundation & Footing Plan PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in all showers Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 2" v.ir. 1, , I r sanitary tstem Insulate all hot water litres robing Riser Diagram Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS, L-1 3'-S" 6113 257 3079 83 SF16 1B/lT L-2 T-8" 1568 784 931 259 8RF14113/1T L-3 4'-6" 6113 1553 2724 670 8F16113/1T L-4 8'-0" 1843 667 1133 247 SF16113/1T L-5 18'-8" 750 257 347 83 8F16113/1T L-6 12'-0" 1254 601 723 218 8F161B/lT L-7 10'-10" 1366 257 798 83 8F16 113/1T Min. Beam depths shown, beams may be increased without convent At Lintels 24" deep or larger, provide (1) #4 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. N5 mbar et U)R4a. gvan�y "rrs mbar uw om mr�ml Hai%roue cavdy z wmro �I III"F- z - 8F16-1B/IT 5/8r #5 rebar at bosom oflmtd'.Y' oonJnol—r helgth V`vaniryofolJ .bar at top Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U Lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg-3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S U I —I � M Ow N to •� > U O rrC�� W V o W cU C7 > o C� r---I > U E- Ln d L rl 00 00 M F� r� Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom O w cu v z � b .3 W Q (U � o w sa Q �i U z FORMWORK & SHORING GENERAL FOUNDATION NOTES No structural concrete shall be stripped until it has reached at least 80% of Concrete shall be a minimum of 4" thick over clean, compacted, the 28 day design strength, termite treated fill and 6 mil polyethylene vapor barrier. Design, Erection, & Removal of all formwork, shores, & reshores shall meet If concrete slab contains 6" x 6" 10/10 V VM provide 1" coverage 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 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discreppa�ncyy to suggest the soil may be madecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two Mart epoxy to anchor the #5 rebar in place. Use either "Hilts C-100" or Simpson Epoxy -Tie. 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 footin$.s 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 superceded 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 1/8" per foot for drainage drawn 0. checked sd. date 12/16/18 scale as noted job number 18057 sheet A-3 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" Y, _ 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 Reinforcin$ 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 masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. 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) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade ofFb=1200 p.s.i. (c) 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. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current 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 ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions 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 been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.e. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearingg walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows Felt underlayment (min. ASTM 0 226 Type 11) 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 staggeredjoints & GI clips, 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. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturers cemfied layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. structural components Splitting or cracking of due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. i BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO. C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6b.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 THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shatl be 1/2" Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" o.c. max. Ceramic Tile Shall be installed in accordance with ANSI At08.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.I. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM C1325. GVDSUm Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gvnsum Board & Gvnsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S m accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lmm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.lmm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1179, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufaetuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity, Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum anel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing i shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. L Wood Framine Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51mm) nominal thickness in th least dimension except that wood furring strips not less than 1" by 2" (25mm x 51mm) nominal dimension shall be Permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Roof Wind Zones 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 8'4'o.c. starting from ridge with (3) 12d each end -\ (2) 12d trusses 24"o.c. see layout 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 fastened to beam with 5/8" x 6" wedge bolts with 1/8" x 2" washer 24"o.c. Gable End Bracing Detail 1 x 4 bottom cord bracing 101-011 Bottom Cord Lateral Bracing Wind Zones - Walls Galv. drip edge nun. 4" lap I x 3 p.t. over 2 x 6 Paint Grade Fascia Gable end truss by truss mfgr. 19/32" c.d.x. plywood with 8d nails 4"o.c. Cover with House Wrap 2x "L" web stiffener as required by the truss mfgr. "Simpson" HETA16 truss to bond beam with (14) 10d x 1 1/2" located at each truss vertical Concrete Bond Beam 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS q Min. 1 1/4" embedment a at windows and min. 1 1/2" embedment at G o ° ° A gl. doors o e ° ° \ (1/2" drywall I / stucco finish perimeter caulk J Attach F .t .bucks with 8d coil nails at 12"o.c. Typ. Alum. window jamb or sliding glass doorjamb NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Wind Includes Attachment Method Alum. window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flangge in continuous bead ofcaulk across the entire face of buck perimeter caulk stucco finish 1/4" max. struct. shim caulk attach as per manufacturers product approvals Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for properjoint expansion and contraction Detail at CBS Wall corrosive resistant Tapeon concrete srews installed as specified in window manufacturers product approval r-window sill Gunable sealants shall compply with ASTM C 920 Class 25 grade or ° ° ° . v greater for proper joint expansion and contraction precast cone. sill Typical Precast Conc. Sill Detail c O b corner bars at beam (outside only) (2) corner bars at footing (min.) — vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail H ao M � w W v z b.Q to con .�] 9 U � L� " A W Q� � O J, Q W 4) U 'C (U W O Q O W z drawn S.I. checked s.l. date 12/16/18 scale as noted job number 18057 sheet A-4 b 20 MO 3 ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN C,EU >NG FAN EXHAUST FAN OUTLET THERMOSTAT DUPLEX OUTLET -SWITCHED DUPLEX OUTLET 220 V OUTLET SWITCH THREE WAY SWITCH ® DOOR CHIMES ®SMOKE & CARBON MONOXIDE DETECTOR -+1 TELEVISION TELEPHONE g. PUSH BUTTON -yr DDAMER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE "Cl. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Elecu7cal Load Calculations 1768 Living S.F. at 3 VA 5304 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. @ 1500 watts 1500 watts One lunge 8000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave @ 2000 watts 2000 watts One Water Heater @ 4.5 kw 4500 watts One Dryer @ 5 kw 5000 watts One Ref. @ 1500 watts 1500 watts Two Baths @ 1500 watts each 3000 watts Total 36,804 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 10,722 watts Total 20,722 watts One AC Heat at 100% 10,000 watts Total 30,722 watts 30,722 W / 240 V = 128.0 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified (3) #2/0 (THW) copper and (1) #4 around (THW) copper in 2' galy. conduit Panel: 200 A.M.C.B. 200 Amp 1,o, 3W 40 Circuit Panel 120/240 Volt a.c disc. 5/8" dia. x 10'-0" long ground rod 3/4" copper water pipe 8'-9 19/32" (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit Wall F.P.L. service [may (if overhead y service) (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if underground service) tie ground wire to footing rebars Electrical Riser Dia rg am U Q w U z r� a� Ln 00 h-1 /> Q W O w � Q C/1 A , rrQ A� kV O M �, t� Q� E- U In x O N 0C r---i CC r M w w a� U •3 z � •�, w � o w Cn w O U W � rr1 C7 z r/1 drawn s.l. checked s.l. date 12/16/18 scale as noted job number 18057 sheet A— r