Loading...
HomeMy WebLinkAboutBUILDING SITE PLANContractor 0,;), ►i FNDNGSM0]VV3L N7' IR IN LOGO CAP BENCllMARK ELEV. = I9.70' — _ TOPOFBANK LOT VACANT 5.015 acres +/- SITE PLAN LOCATED IN SECTION 27, TOWNSHIP 34 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA C 4�C0,1 P1 O A r'f r'%rf r\/1 AT■/1uA ARC LENGTH NO OR # AIR CONDITIONER NTS BENCHMARK OHP CALCULATED FROM FIELD MEASUREMENTS ORB CONCRETE BLOCK STRUCTURE P CENTERLINE PG(S) CONCRETE MONUMENT PLS DEED POB DEGREE POC ELEVATION FIRM FLORIDA DEPARTMENT OF TRANSPORTATION PSM FINISH FLOOR ELEVATION R FOUND RLS GLOBAL POSITIONING SYSTEM RAW IDENTIFICATION NUMBER ❑M IRON PIPE & IRON ROD IRON ROD & CAP A LICENSED BUSINESS 0 LICENSED SURVEYOR MEASURED DATA FH OR Y NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC SURVEY FND 518"JRC LS # 4945 FND 518°IRC LS # 4945 ' // NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE MANHOLE FIRE HYDRANT BIKE LANE TURN LANE TOP OF BANK RN w F o INDPoO MAD O A1A SITE ANGLE NUAD� 1 � L ORANGE AVENUE 0 7 EDWARM RD. MITE CITY RbAn eon AIA d` L P A V15,A BLVD. LOCATION MAP NOT TO SCALE •N Vao o M W V LL M ZyZ u� Q � O N L R W w > W Z a V LL � afn VI ® /� � V� J W Q U. Q Oi ono ® I— Q Z Z W 3 v ) is JOB V C7 W O 0 0Na t7> N [W� ® a a' Z Lu fY Y N E 0)Q I�/ LL O O Z W Z a ,Lcc (L v a STREET ADDRESS LOT 1 I UNASSIGNED JOHNSTON ROAD, FT. PIERCE, FL. 34951 VACANT 9.66 acres +/- LEGAL DESCRIPTION CY LOT 5, POSTOBELLA, ACCORDING TO THE PLAT THEREOF. r z RECORDED IN PLAT BOOK 43, PAGE 30, OF THE PUBLIC a o RECORDS OF SAINT LUCIE COUNTY, FLORIDA. w W FND518^rRC 17,39 17.83 Q w v LS # 4945 q .-+ 07 W z i.05 17,29 A o � 1 .00 Zj q ---- ---x- 17.81 q q 17.78 J W w 17.34 GENERAL NOTES U q W q O yL 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH Q a a r ® �7' BOUNDARY OF LOT 5, POSTOBELLA, AS RECORDED IN PLAT BOOK " " "' 43, PAGE 30, ST LUCIE COUNTY PUBLIC RECORDS. ON 17, 0 2• ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN N N A 16, 17. LOCATED AND SHOWN HEREON. o o a 17, 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND coFOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. Q owz �&l 18.25 Q 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN Q Z LOCATED ON THIS SURVEY. Q a= x 16 2 17.i] U �I Q F° a 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS a <<L IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, Q g WE°0, Z COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY Z U Q Do 12, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY p W W Q ,j W 8 U§U V AN ELEVATION CERTIFICATE. ~ � J LLO. V wNN Z W O Q O Z mw<n 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE Q O Q >' Q z zo? " I W SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR W I :3> °'z i o ~ &MAPPER. Z J Z W co mow IEr 0 KNa' Q QW?Wp�2 oza� 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY z OJ Q I— W o a-0og a I O OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED Z O Q LL Q �� C2 LL�'� Z WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. Q O W {, _ 0go> WOW�QQ L�ZLL$ 2 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD Q u- ? cq > Z a a�Z°J 5 V MEASURED DATA. ALL MEASUREMENTS ARE IN ACCORDANCE WITH W Q ul Q Q o ooG O OOYQ� "°xw W UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 0 0 Z Z ©away x 17.1 I (� 9. THE LAST DATE OF FIELD WORK WAS OCTOBER 13, 2018. W Z m 0 ? � 3 E W o�=° W 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE U p W ZRD 4 FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, Q °OV:~ ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. CO=Z Q �'wn O 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON W wow NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE ¢¢oo BENCHMARK BEING NGS MONUMENT "DG 7244", WITH AN ELEVATION OF 19.70'. DRAWN BY: CA LS # 3435 B : 18.3 19,14 .53 19,0� 17.29 CHECKED BY: CA DATE: ❑CTOBER 24, 2018 GLOBAL POSITIONING SYSTEM (GPS) NOTES HORIZONTAL SCALE: 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL 1'=60' FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION NOT VALID WITHOUT THE SIGNATURE WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL AND ORIGINAL SEAL OF A FLORIDA ON THE PROJECT. LICENSED SURVEYOR &MAPPER. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM fz SEAL TECHNICAL STANDARDS. )^ Z/ z-, CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO.4971 o NOTE. THEEXPECTED USE OFTHESURVEYAND AL4PISRESIDENTIAL. SHEET 1 OF 1 PROJECT NO. 18-546 /1 ?0333 FDOH in St. Lucie County .Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5 5F-li9S9 & Well #59.2Y111 Date: 122 7 4 TOP OFBANK FNDNGSMONUMF.NT LI? INLOGO CAP BENCHMARK ELEV. = I9.70' LOT VACANT 5.015 acres +A SITE PLAN LOCATED IN SECTION 27, TOWNSHIP 34 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 1 ClCw11'1 O ARC LENGTH NO OR # AIR CONDITIONER NTS BENCHMARK OHP CALCULATED FROM FIELD MEASUREMENTS ORB CONCRETE BLOCK STRUCTURE P CENTERLINE PG(S) CONCRETE MONUMENT PLS DEED POB DEGREE POC ELEVATION PRIM FLORIDA DEPARTMENT OF TRANSPORTATION PSM FINISH FLOOR ELEVATION R FOUND RLS GLOBAL POSITIONING SYSTEM R/W IDENTIFICATION NUMBER M❑ IRON PIPE & IRON ROD IRON ROD & CAP 0 LICENSED BUSINESS LICENSED SURVEYOR MEASURED DATA FH OR NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC SURVEY FND 518"7RC LS # 4945 FND 518"D?C LS # 4945 -RAOFS WA R NO. 0. NOTE- THE EXPECTED USE OF THE SURVEYANDMAPISRESIDEN77AL. NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE MANHOLE FIRE HYDRANT BIKE LANE TURN LANE TOP OFBANK TOP OF BANK LOT: VACANT 9.66 acres +/- V1 FND518"IRC 17,39 17.83 LS # 4945 17.29 1 '00 x 17,81 17.78 17.34 WELL 417. 17. 0 16, 17. ci 17. 18.25 Q 17.31 J x 16 2 I � o� m I MV N \ � O 2 IF 2 a U Uj x 17.1 I (� W II o. O 18.3 �t 19,14 .53 19.0j Ls#sass �8 _.__ 17,29 0 9 1E o INDRIO O AIA SITE I ANO 2 ORANGE AVENUE n RD. 2 EOWARDS i EEC^' 5 MNIIE aW ROAD �Dao NA dA� W A NSTA Raw. LOCATION MAP NOT TO SCALE STREET ADDRESS UNASSIGNED JOHNSTON ROAD, FT. PIERCE, FL. 34951 LEGAL DESCRIPTION LOT 5, POSTOBELLA, ACCORDING TO THE PLAT THEREOF. RECORDED IN PLAT BOOK 43, PAGE 30, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GENERAL NOTES _ r✓ N 2 ' � O C�WM4 U a� Z } 0. ~ o > Q w W 0 m _1 M D Z � OF U)z 0! 0 >=oC15 a° W W Z � U i = tr1 Id m N L- U)LL,} LL O J U) ac Q W 2 N 0' JOB x� n v rm11j W Y N �u.o d m 0 Z W in O u. W Q O °C 0 IL a 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH BOUNDARY OF LOT 5, POSTOBELLA, AS RECORDED IN PLAT BOOK 43, PAGE 30, ST LUCIE COUNTY PUBLIC RECORDS. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 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 0070 J, EFFECTIVE DATE FEBRUARY 12, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 7. 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. 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 9. THE LAST DATE OF FIELD WORK WAS OCTOBER 13, 2018. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE BENCHMARK BEING NGS MONUMENT "DG 7244", WITH AN ELEVATION OF 19.70'. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -II SYSTEM WITH CHANNELS (L1 & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON OCTOBER 13, 2018. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008 AND A CARLSON SURVEY + DATA COLLECTOR. 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1PPM (RMS) VERTICAL: 20MM + 1 PPM (RIMS). w Q 7 w7 z Z z o-� ¢wz< O W w 5 J =wti J o�n 2 � LL <00RE a R, CO) - W�W�o00 Z W N NW<a N M w 0opoW a o = 0znc U,^ FZpm Z U'-VIo i K- z'w Cra o QW o� n w�za ftj O oa3w x ww�: Z O < Fwoo 0 Q U a f 3 0- } 0�j VIA z z0 oZ&M§ ZU <zn< O I wa W O O 'ww to O �oaW W 1z o<wm zooa -t ola� n o JQ.'Kt- tn DRAWN BY, CA CHECKED BY, CA DATE: OCTOBER 24, 2018 HORIZONTAL SCALE: 1'=60' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL iARLES ARNOLD IFESSIONAL SURVEYOR & MAPPER RIDA LICENSE //NO. 4971 PRINTED DATE SHEET 1 OF 1 PROJECT NO. 18-546 FILE COP CC I CC' A' T 22'-4' 12'-4' 19'-4' 12'-4• AA F1 I 1 BBV-0.1 o ao 12'-4' 15'-4' 2'-0' 12'-4' 1 a0 F1 F1 ❑ I m 011 [FIE 0 0 00o N o o 0 © I 2 r 00 0 •o 0 0 0o I 1 4" o 1 o ❑� - - -� FrYR wSHR t417H]X 1 ❑ LDRY --- -- -- a /SINK F� 1 1 1❑ DBL. SINK F 3 12'-4' 1 L 1 -o 0, 0" Fs 1 1 FI�- 1 ol 14„ I Io ❑ PIP 1 I 1 Zi m 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS N 1 1 1 WITH 6x6, 10/10 WELDED WIRE FABRIC OR F� FIBERMESH ON 6 MIL. POLYETHELENE VAPOR VAN. VAN. E I BARRIER OVER CLEAN FILL TREATED AGAINST =1-- TERMITE INFESTATION, COMPACTED TO 95% 0 I PROCTOR DENSITY PER AASHTO T-180 AND N TUB CONTRACTOR SHALL VERIFY THE EXISTING SITE IS CAPABLE OF SUPPORTING A MONOLITHIC SLAB 1 1 I GENERATING A MINIMUM OF 2,000 P.S.F. BEARING 0 1 1 I 0 V� PRESSURE FSHOWER TUB I W.C.I I ° o I 43'-0' CE ao 1 F3 1 --- ° 4„Eil o L_- -� I -� al 000 0 El 0 N ❑• ❑• CV r0 ❑i •EI OO❑i ❑• I m I F1 L------- J F1 -------- --� 7'-10' in L •d. F 22'-41/8" 8'-8- 8'-10' 8'-4' 8'-10" 8'-8' 4' 4' 66'-4' FOUNDATION PLAN SCALE: 1/4 $1 = 1'-0" TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 6th EDITION FL, BLDG. CODE TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 1 2-4-19 PER COMMENT LETTER 1/30/19 VERO BEACH, FL. 32960 NO. DATE DESCRIPTION Ph. (772) 559-3699 DOWEL TO BE TIED INTO W LL BE BAR W/ 48 BAR DIA. LAP SPLICING - TYP. 8" CONC. BLOCK ASSUMED GRADE (2) #g5 REBARS CONTINUOUS 4" CONCRETE SLAB - 6X6,10 10 W.W.M. OR FIBER MESH OF EQUAL STRENGTH � 0 45 TABNGLE 0�0 \MIL VAPOR BARRIER CLEAN, COMPACTED TERMITE TREATED FILL TYPICAL EXTERIOR MASONRY WALL SCALE: 1 /2"=V-O" WALL B1 EXTEND 1 1/2" ® 1 1/2" EXPANSION JOINT a`' i . :.. (2) #5 REBARS CONTINUOUS 4" CONCRETE SLAB -6X6,10 10 W.W.M. OR FIBER MESH OF EQUAL STRENGTH CUTBACK 0 45' ANGLE 6 MIL VAPOR 11 BARRIER CLEAN, COMPACTED TERMITE TREATED FILL TYPICAL EXTERIOR WALL AT EXTERIOR DOOR wwwwwwww SCALE: 1 /2"=V-O" 8" CONCRETE BLOCK ASSUMED 5 REBAR VERTICAL OSEE FO UNDAT ION SHEETS FOR PLACEMENT. (2) 4" CONCRETE SLAB 6X6,10 10 W.W.M. OR FIBER MESH OF EQUAL STRENGTH CUT BACK 0 45' ANGLE 6 MIL VAPOR - BARRIER TYPICAL GARAGE WALL F3 SCALE: 1/2"=V-O" 8"06" PILASTER 4" CONCRETE SLAB WA4)j#6 BARS 6X6,10 10 W.W.!vi. 8" CONC. BLOCK- O EQ A L� TRENGTH ASSUMED GRADE CUT BACK • @ 45' ANGLE 6 `-MI BARRIER ER 'CLEAN, COMPACTED (3) #5 REBARS TERMITE TREATED C NTINUOUS FILL TYPICAL 81Px16" COL'iMN A_ SCALE: 1 /2"=V-O" 4%4" S.P. #1 COLUMN, W/ A CB44 @ COLUMN BASE 2" ASSUMED GRADE (3) #5 REBARS CONTINUOUS 4" CONCRETE SLAB - 6X6,1010 W.VI.M. OR FIBER MESH OF EQUAL STRE", GTH r CUT BACK .n. 0 45' AN GLE 6 MIL VAPOR BARRIER CLEAN, COMPACTED TERMITE TREATED FILL nF5 TYPICAL 4";K4" POST SCALE: 1/2"=V-O" TYPICAL 4" CONCRETE SLAB WITH 6x6, 10/10 W.W.M. 1SLOPE 2" 1 1 11 11 6 MIL VAPOR •C \ BARRIER ' CLEAN COMPACTED f `` E TERMITE TREATED 2 #5 R._ ?ARS FILL NTINUCUS TYPICAL STEP DOWN AT GARAGE �F6 SCALE: 1/2"=V-O" ASHTON RESIDENCE FOUNDATION PLAN & NOTES 4804 PALEO PINES CIR.,FT PIERCE,FL 34951 'Title to all documents v copyright of Todd N. Sml solely In Todd N. Smith, i documents are provided solely In connection with Any other use or reuse documents or any repro sale, or other dispositlo SMITH, P.E. CONCRETE NOTES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. 4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4INCHES PLUS OR MINUS ONE INCH. S. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185. 6.1. PROVIDE CHAIRS & BOLSTERS 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 6.2. ENSURE MESH (IS USED) IS EMBEDDED i" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 7. WELDED WIRE FABRIC (IF USED) SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3" EXPOSED TO EXTERIOR ELEMENTS: 1" FORMED SURFACES: 1" 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 10, CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WI I HOOKS. ECEIVED 15. SOILS SHALL BE TREATED. CONCRETE MASONRY NOTES FEB 06 2019 Or 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA, 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE. INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 6. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. DOUBLE "U" BLOCK BOND BEAM TO HAVE A MINIMUM OF (1) #5 BAR PER COURSE (UNLESS OTHERWISE NOTED). 8.2. U-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS VERTICAL POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12, ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. BEARING TYPICAL 4" CONCRETE / WALL SL B WITH 6x6, � 10'10 W.W.M. /-1/2" A.B.® 24" O.C. MAX. 6 MIL VAPOR BARRIER - CLEAN C01 TERMITE TR FILL - (2) #5 REBAR CONTINUOUS INTERIOR BEARING WALL SCALE: 1 /2"=V-O" NOT VALID WITHOUT THE SIGNATURE,iA# p THE vtheested ORIGINAL INK SEAL OF A FL(�RR?,Nic;,D ner ENGINEER ,\C,ENS S °t' _ NO.42082 ' spay. N. 'FEB 0*0 2019 ; ,70' STATE OF TODD N. SMITH, P.E. SCe41%j a' St. Lucie DRANT LD DESIGNED LID CHECKED TINS DATE JAN. 2019 SCALE SHOWN SHEET 1 di Z V gU, Z 'maw O k a 2:z >_ ED W.Ww �Z U 3 3.. ¢a JJ.W,.,w•WZW In �0agin z w N p J 2 Z a 2 3 ti8Wa W N Z Cr �¢¢W u< O O Z 2 Z J CC df O tuo�J p � N • W W00 Jq u9W zs.y <` °awnCC r, 9 � aai = M cc�a ing = i O ca oc "'Als�y W F z 8 ss'-4" 22'-4" 12'-4" 19'-4' 12'-4' AREA INFORMATION DESIGN PARAMETERS FOR WIND LOAD GENERAL NOTES COMPLIANCE LIVING AREA USA 1,742 Sq.ft. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. _is_-_1_B1jT_____________________ 1 FRONT PORCH 24Sgft. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND - - REAR PORCH 2 S .ft. 1. BUILDING CATEGORY II SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY q 2. FLORIDA BUILDING CODE 6TH EDITION (2017) NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL GARAGE 543 Sq.ft. 3. BUILDING DESIGN IS ENCLOSED BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. ' 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY ml Im TOTAL 2,793 Sq.ft. 4. MEAN ROOF HEIGHT IS 15' WITH THE SIXTH EDITION OF THE (2017) FLORIDA BUILDING CODE, PORCH as o 5. ROOF PITCH 6/12 DEGREES ACI318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NOS, TPI-95, AND o' ° CONDITIONED VOLUME 16 375 Sq.ft6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN F5; CLG. HGT. I� . 7. WIDTH OF END ZONE A = 3.33' THIS BODY OF WORK. 9'- 4" I 14'-4" 8. WIND SPEED IS 160 MPH 3 SECOND GUST 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF 7'-2' 15'-2' 7'-l' 6-3' i-0' 15'-4" 2'-0" 5'-3' 7'-i' 9. WIND EXPOSURE CLASSIFICATION: C ' 10. COMPONENT &CLADDING WIND PRESSURES: THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A ----- ----------------------------------- - ----- (SEE CHART ON LEFT ON THIS PAGE) BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL rl 11. LOADS: RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. 3050 SH 3050 SH 3050 SH 3050 SH • CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY c b � FLOOR 40 PSF FOR THIS PROJECT. CO) N ROOF/DEAD 17 PSF 4, IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY [Eel 13'-0' y ROOF/LIVE 20 PSFTO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT WALL 61 PSF SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING 7'-8' 7'-8" "' THEREFROM. BREAKFAST MASTER 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS o TIMBER NOTES APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED NOOK N ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER 3068 SC I IBEDROOM OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO o CLG. HGT. 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA CLG. HGT. m THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE CX�-X 9 4 » 6068 FIR DRS I 1 REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN 9'- 4" LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER 6. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED omm c o TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF TERMITICIDES. S-9• 16'-0 13'-0" ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED 7. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL ON THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. _ = 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION 8. HEATING IS REQUIRED FOR THIS STRUCTURE. . 9'-3' o SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE 9• BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. 9'-8" 1 n WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH 4" 4" 1 4" L l Vl N G °o ^ STORED IN ACCORDANCE WITH TPI-9S. OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. "' 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL • PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO 10. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. -P 0 1 ROOM PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS d. CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS 30X22 - CLG' HGT WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. SHALL INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED g'- 4 " PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. FOR NEWW CONSTRUCTION. ATTIC ro 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP, 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD ACCESS + 0 1.4, ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A KITCHEN m w SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. tv 4' 4" N 4• 1c clo ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. 4'-6' 3'-4' 4' -6" MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL 13. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 CLG. HGT. o E---------� WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC U) a ' '+ ih ` .! BETWEEN TWO TRUSSES FOR ACCESS. o 1 - 9 - 4 2888 `� j ! 2ggg a INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A m GARAGE i i 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL o N CRITICAL RADIANT FLUX IN ACCORDANCE WITH ASTM E 970 NOT LESS " BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C ( ) CLG. HGT -�3a- i ` ! - EQUIPMENT, ETC.) THAN 0.12 WATT PER SQUARE CENTIMETER. + " i �\ i ! r 13'-0" 14. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF !:: - 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 9 - 4 a ! �` ! 'h: P e THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC A iv '_8" ! ` ! �' 6TH EDITION FBC R301.5. TRUSSES SUPPORTING MECHANICAL ' .I ' VAPOR RETARDER MUST BE USED. '�§' 1'-9" 6-1' 1'-10' -1iS EQUIP, SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART o LOCATED ANYWHERE ON THE TOP CHORD. 15. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC / 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS 2 COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM o SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST 4' N L---------\� 4' '9 4• 14• j DECAY SHALL BE REQUIRED PER FBC R-319.1. SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 22'-O' 13'-0" 3'-8" 8'-8' 3'-8' S-10" - - _ a S-5" 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. / \ 17. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE J TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR _F 2680 4-��- /' _ BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. FROM THE STREET OR ROAD FRONTING THE PROPERTY. 3'-8" 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX (32/16 SPAN RATING) 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO OPENING. ? 6� ROOF FRAMING WITH 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 19. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. '� es8 5o aj ry0 `� 20. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. 21. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED SPACE NAILS AT 4" O.C. AT BLOCKING. 3. WALL SHEATHING TO BE 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, & PER DETAILS AND CONNECTIONS SPECIFIED. NAILED WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE FIELD. DESIGN CRITERIA. 2' 0' 14'-4" 23. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE BEDROOM 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. BEARING WALLS, TOP PLATES SHALL BE :'ONSTRUCTION GRADE STUD GRADE LUMBER SPACED AT 16" O.C.. 8F32-1B 1T `Q ;' . BEDROOM SPRUCE OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO 16070 GARAGE DR o CLG. HGT. 1n ZX4 MIN. IN ASTM C36, C79, C 475, C514, C630,, C931, C960, C1002, C1047, C1177, 9 4++ CLG. HGT. C1178, C1278 C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE �a = MASTER BEDROOM BAY. ' `S + ++ U) WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA g - 4 o WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE N RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER o roi GYPSUM BOARD SHALL CONFORM TO ASTM C557. SIMPSON HUC410 HANGER 6068 FIR DRS 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE (W=3-9/16') 0 BEAM ENDS TO 4' c PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI 14'-4" 2' 0" i 6. 2X4 STUD BEARING WALLS SHALL BE PLACES AT 16" O.C. A108.1, A108.4, A308.5, A108.6, A308.11, A318.1, A118.3, A136.1 AND BOND BEAM W/ (12) 1/4' X 2 °° PORCH A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS 3/4* TITEN2 SCREWS & 8 16d 3050 SH 3050 SH N 3050 SH 305(.! SH 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE /NAILS INTO INTO WOOD BEAM CLG. HGT. GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 g ,- 4„ STRAPS AS TO NOT SPLIT THE WOOD. AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 3'-6 9'-1" 5'-6' 7'-10' 5'-6" 9'-1" 3'-6' SIMPSON HUC410 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE 4"x4" P.T. COLUMN, BEAM ATTACHED TO 4•x4" P.T. COLUMN, BEAM ATTACHED TO a (W=3-9/16") HANGER 0 WINDOWS &DOORS NOTES UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. (2) 2X12 SY #1 SISTERED W/ (5)16d 4'x4' W/ SIMPSON AC4, WOOD COLUMN BEAM ENDS TO BOND BEAM 27. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 4"X4' W/ SIMPSON RTC44, WOOD COLUMN NAILS 0 18" O.C. W/ 1/2" PLYWOOD ATTACHED TO SLAB W/ LCO44 W/ (12) 1/4' X 2 3/4' 28. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED ATTACHED TO SLAB WAC644 FUTCH PLATE a TITEN2 SCREWS & (8) 16d 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED COMMON NAILS OR BETTER. NAILS INTO INTO WOOD BEAM AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN 29CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. THESE PLANS. 30. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD 11'-0" 11'-4' 8'-10" 8'-4" 8'-10' 8'-8' 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS 4" 4'x4" P.T. COLUMN, BEAM PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. 4" " 18'-1• 18'-1" ATTACHED TO 4"x4' W/ PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN OR FROM THE MANUFACTURER. 22-4SIMPSON RTC44, WOOD COLUMN PRESSURES AS THE WINDOWS OR 66'-4• ATTACHED TO SLAB WACB44 3. ALDOORSL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED NOTE: 4"x4' P.T. COLUMN, BEAM 4"x4" P.T. COLUMN, BEAM ATTACHED TO BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS ROOFING NOTES 1. EXPOSED SIMPSON CONNECTORS SHALL BE Z-MZX OR APPROVED EQUAL FOR CORROSION RESISTANCE ATTACHED TO 4"x4' W/ 40x4" W/ SIMPSON AC4, WOOD COLUMN OTHERWISE NOTED. SIMPSON AC4, WOOD COLUMN 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS 2. FOR UNTELS WITH (2)#5 BARS, (1)(7 BAR CAN BE SUBSTITUTED FOR THE (2)#5'S. ATTACHED TO SLAB W/ LCB44 ATTACHED 1'0 SLAB W/ LCB44 SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. © ® ©© © ® ®© WALL WIND DESIGN ZONES SCALE: NTS COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vosd) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 151) EFFECTIVE AREA (SO. FT.) ZONE 0<10 11<20 21<50 51<100 1 +16.2 -30.6 17.6 -29.8 +15.3 -28.6 +18.0 -27.7 ILL o 2 +19.2 -53.3 +17.6 -49.0 +15.3 -43.3 +13.6 -39.1 3 +14.2 -78.8 17.6 -73.6 +15.3 -66.9 +13.6 -61.8 J 4 +33.5 -36.3 31.9 -34.8 +29.9 -32.7 +28.5 -31.3 3 5 +33.5 -44.8 +31.9 -41.7 +29.9 -37.8 +28.5 -34.8 (ADJUSTMENT FACTOR 1.21) ENO ZONE 5 IS WITHIN A DISTANCE OF 3' -,ROM BUILDING/ROOF CORNERS = (a) 1 1 2-4-19 1 PER COMMENT LETTER 1/30/19 J NO. DATE DESCRIPTION J TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 ALUMINUM FASCIA ON 2X4 SUB -FASCIA OR IX2 ON iX8 HARDI-FASCIA ON SINGLE 2X6 SUB -FASCIA HARDIBOARD S01_ID SOFFITS INSTALLED PER MANUFACTURERS SPECIFCATIONS SOFFIT DETAIL FOR ZONE 4 & 5 SCALE: 3/4" = V 2"x4" PRE-ENGINEERED 1"x3" FURRING @ SPACING ATTACHED TO RECEIVED TRUSSES W/ (2) 8d NAILS (ADD BLOCKING WOOD TRUSSES ON 24" 2' O.C. AS NEEDED) CENTERS 1"0" @ 15" O.C. FOR ZONE "4" FEB A 6 2019 1"0" @ 12" O.C. FOR ZONE "5" It 6016 Pi9HHI IP&MIMM HARDI BOARD SOLID SOFFITS IN PER MANUFACTURERS SPECIFCATIONS ^_ PORCH CEILING DETAIL SCALE: 3/4" = V TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 109'9110FUME 6th EDITION FL. BLDG. CODE 1. NOT VALID WITHOUT THE 1 T' CND, THE DRAwr1 LID 'Tkle to all documents which bear the ORIGINAL INK SEAL OF A:'FLOf�D� CtNSD AS H T 0 N RESIDENCE copyright of Todd Smith, 5mi.E. PE. s vested _ 420 - DESIGNED LD solely M Todd N. ovide P.E. these ENGINEER No. documents are provided to the owner ' solely F connection with this protect. - * _ CHECKED TN S DIMENSION LAN & NOTES Any other use or reuse of these documents or any reproduction, display, OF '• DATE sale, or other disposition of these STATE • cu ; JAN. 2.019 prcuments by out co s expressly i Smith, prohibited without consent of Todd N. o '•F ��:'t � SHOWN Smith, P.E. pursuant to the Federal. i, .<` \� SCALE 4804 PALE 0 PINES C I R., F T PIERCE , F L 3 4 9 51 Co2012 Law.' N. SMITH, P.E. �SSI Q AL 1SHEET 2 TODD N. SMITH, P.E. #42'�0811�sill"' TRUSS BEARING HEIGHT SHEIGHT" too, REAR IS 9'-4REAR ELEVATION of n ADArt." LJCl/"LIT IQ T—f) LEFT ELEVATION SCALE: 1 /4" = 1'-01$ RIGHT ELEVATION 1/4 11 = 1'-0" SCALE: 1 /4" = 1'-0" TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 6th EDITION FL. BLDG. CODE TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 NO. DATE DESCRIPTION Ph. (772) 559-3699 As HTO N ELEVATIONS CIR.,FT P][ERCE5 34�951 Hardie Plank Lap siding Install Mfit spec's ( Front Only ) 'Title to all documents wi- copyright of Todd N. Smitl solely in Todd N. Smith, P.I documents are provided t solely in connection with Any other use or reuse documents or any reprod sale, or other disposition 6ycuments by anyone is e prohibited without consen Smith, P.E. pursuant to tY Copyright Low.' 2012, TODD N. SMITH, P.E. NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN LID the vested � ORIGINAL INK SEAL OF A F, QRIOIA1/,ICENSED DESIGNED LID ner ENGINEER ect. `� •.•CEN '•.,Ty�i� CHECKED TNS splay, Na.42085'2' % 7�_qPDATE JAN. 2019 II N. D e�. �.1 LiJl� SCALE SHOWN ?� STAT �f SHEET 3 TODD N. SMITH, PcEFs' ANCHOR SCHEDULE NOTE: ENGINEER SPECIFIES FASTENERS THAT SUPPLY UPLIFT, LOAD, & SHEAR REQUIREMENTS. PLEASE CONSULT WITH ENGINEER BEFORE SUBSTITUTING ANY SPECIFIED FASTENERS. NOT ALL FASTENERS LISTED ARE REQUIRED. SIMPSON USP FASTENING NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED SPECIFIED SPRUCE 5Y PINE META16 META16 - 805 1450 (5) 10d X 1 1/2" NAILS / EMBED ED 4" INTO CONCRETE (7) 1Od )''1 1 1 2"NAILS EMBEDDED 4" INTO CONCRETE EXPANSION ANCHOR HETA16 1810 9 10d X 1 1 2" NAILS EMBEDDED 4" INTO CONCRETE BOLT OPTION (2X) HETA16 2500 12 16d X 1 1 2 NAILS EMBEDDED 4 INTO CONCRETE HrLTrgwraa VSANCHOR LTA2 1210 7 10d X 1 1 2"NAILS EMBEDDED 4" INTO CONCRETE SIMPSON RAWL-STUD H2.5A 535 600 10 8dX 1 1/2" NAILS HALF OF NAILS PER MEMBER REDHEAD H16 1265 1470 (2) 10D x 1 1/2" NAILS TO TRUSS W/ (10) 1OdX 1 1/2" NAILS ANCHOR DEPTH Las H10A 1015 1140 (16) 8d X 1 1/2" NAILS TO TRUSS W/ (16) 8D X 1 1/2" NAILS TO PLATES SIZE EMBEDDED UPuFT MTS16 860 1000 14 10d X 1 1/2" NAILS HALF OF NAILS PER MEMBER Pia" 7" 2080 LSTA18 1110 1235 14 10d NAILS HALF OF NAILS PER MEMBER sa" a" 3200 MSTA24 1455 1640 18 10d NAILS W HALF OF NAILS PER MEMBER 314" 1 4000 HTT16 3400 3955 24 16d NAILS W 5 8 ALL -THREAD ROD EPDXIED 7 MIN. DRHLHOLEAND CLEAN OUT WITH SPH4 SPH6 1170 1360 12 10d X 1 1 2" NAILS HALF OF NAILS PER MEMBER BLOWOE Et LB VGT 3555 4940 2-PLY 16) SDS 1 4 X 3 W/ 5/8 EPDXIED 8 INTO CONCRETE OLE PREPARATION W1 VTCR 320 370 SUPPORTING TRUSS 4-10d NAILS W/ 3-10d X 1 1/2 ON VALLEY TRUSS NAILS TRUSS 6 16d NAILS USE OFANIL ON USE WIR OBRUSH STRAP AND TIEDOWN SCHEDULE 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES, ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEETS DATED AUGUST 23, 2016. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS WOOD FRAMING TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING A01 1 9 874/991 META16 H10A Vll 2 1 1 7 954/954 MIA VTCR A02 1 10 874/991 META16 H10A V12 1 1 3 1 4 109/109/206 MIA VTCR A02A 1 10 875/992 META16 - H10A V16 ALL BEARING < 220 MIA VTCR A03 1 10 874/991 META16 - H10A V20 ALL BEARING < 294 N/A VTCR A04 1 Il 874/991 META16 - H10A V24 ALL BEARING < 217 NIA VTCR A05 1 7 874/991 META16 - H10A V28 ALL BEARING < 277 NIA VTCR Ao6 1 B B74/991 META16 - H10A ZCil 3 2 1 4 2/220/15 META16 - LB30 TOP 8BOTT. T 3 BE SuB, 007 1 13 910/1115 META16 NIA ZCJ3 3 2 4 66/247/45 META16 BOTT. UC37C N BE AUB. A08 2 11 995/995 META16 META16 META16 META16 NIA ZCJ5 3 2 4 130/3013/83 META16 TUC37TOP &BOTT. SUB. A09G 2 1211191 13 1 661/1172/1161/668 NIA ZCJ5B 3 2 138/202 H10A C37TCP$BOTT. A10 1 1 1 9 B74/991 H10A ZEJ5 3 2 4 132/310/84 META16 U533CANB�Ue. All 1 11 874/991 H10A ZEJ7 4 2 5 95/37B/220 H10A LS30TOP8B rr. Tuc3T UB Al2G 1 1 221191 14 1 457/3342/3031/570 META16-/HTT16 H10A ZEJ7A 2 9 263/462 H10A U 37C N30 TOP BE B U 1301 2 1 6 1 708/708 META16- N/A ZEJ7B 1 3 4 247/88/235 NIA L830 TOPS OTT. B02 2 7 708/708 META16- NIA ZEJ7C 1 2 102/177 META16 - T637CP8 BOTT. 803 2 7 708/708 META16- META16 (2) HETA16 NIA ZHJ7 3 2 4 172/457/119 METAIG - HJATOPS LrHJA:6 BOTT. B04 2 8 7013/708 N/A ZHJIO 5 2 6 204/500/280 META16- LHA22 BOTT. "'T Bon. B05G 2 9 2272/2341 NIA ZHJ10A 3 2 4 5/167/6 META16 - HJA26 O LTHJA28 BO T. COIL 1 e 1560/1560 HETA16 META16 N/A TYVEK® HOMEWRAP® OVER WOOD INSTALL TYVEK® FLEXWRAP- VER MOUNTING FLANGE. LAP TYVEK® & TAPE JOINTS. MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING Coe 1 4 805/926 MIA CO3G 2 6 14113/146G HETAIG N/A V4 1 3 51/51 MIA VTCR V8 1 3 4 83/83/97 NIA VTCR HURRICANE STRAP PER TABLEL4r VERIFY CANT. OR STANDARD 12 5 Irtwa - JLL LLLY/TIIVI°J K-LU IUTNtNL JYKAT I-VAM OR APPROVED EQUAL 24 GA. EDGE-LOC 1.0 SHIM AS NEEDED ;z . FOR LEVEL CLG. TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. 5/8° GYPSUM BOARD ON 3/4" FASCIA OVER 2"x4"� 1'-4 TRUSSES W/ AL. DRIP EDGE VERIFY ELEV. I LINTEL BLOCK TIE BEAM CONT. VENTED SOFFIT 1 11 EACH C¶ COURSE 1/2° GYPSUM BOARD FI-FOIL INSULATION R-4.1 CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. 1x2 P.T. FURRING PER SPECS. VERTICAL REBAR IN CONC. FILLED CELLS PER SPECS. SLAB REINFORCEMENT PER SPECS. (SEE FOUND. &FLOOR PLAN) I 0'-0" A.F.F. CONCRETE SLAB PER SPECS. I 110 W,904111I4I411' VERIFY FOOTING SIZE ON FOUNDATION PLAN VAPOR BARRIER PER SPECS. Jr tArtuurvu urr NNN%� r%3Uj OPENING WRAP DETAILS FASTEN TYVEK®FLEXWRAP- CORNER USING MECHANICAL FASTENER INSTALL TYVEK®FLEXWRAPTM AROUND PERIMETER OF OPENING WINDOW SILL DETAIL CEILING SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2' DRYWALL ON EACH SIDE OF WALLS 2X4 STUD WALL @ 16' O.C. �, NON 91 14' Al BEARING FRAMED WALL CONCRETE - - CONCRETESLAB �- - -SINGLE STORY TYPICAL WALL SECTION NEW 2X4 NON -BEARING SCALE: N.T.S. SCALE: 1/4" = V-o" TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 6th EDITION FL. BLDG. CODE COMPACTED FILL PER SPECS. SINGLE 2X4 PT BOTTOM PLATE W/ Bd CASE HARDENED NAILS @ 18' O.C. -� TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 1 2-4-19 PER COMMENT LETTER 1/30/19 VERO BEACH, FL. 32960 NO. DATE DESCRIPTION Ph. (772) 559-3699 A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE PRE-ENGINEERED STRAP AND THE TRUSS WITH TRUSSES COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO -- ROOF SHEATHING TRUSS CONNECTION. -T ANCHOR USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. SCALE: N.T.S. F = FILLED WITH GROUT RF = RECESSED #5 REBAR AT TOP MIN. & FILLED W/GROUT (1) REQUIRED D_�1 1/2" COVER QUANITY OF #5 REBAR AT CMU `BOTTOM OF LINTEL CAVITY HALL HAVE A / 2 LINTELS S �^ ON EACH i MINIMUM 4" BEARING g F 16-1 CH END /1 1 o Z GROUT ° 1 QUANITY OF #5 REBAR AT OF LINTEL CAVITY L TOP OF LINTEL B IN LINTEL (VARIES) NOMINAL HT. NOMINAL NOMINAL WIDTH LINTEL INFORMATION BUCK @ MASONRY OPENINGS WINDOWS - 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. IX BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. DOORS - 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. PENETRATING 1 112" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY MALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF F-ACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXIERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM. 2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA SA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. WHERE 3/4' P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4'O TAPCONS OF: SUFFICIENT LENGTH TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. nnnO OI V•V TNCTAI I ATTn Al CAMC AC 1AITAIr1MA/ WITLJn1IT CTI I ��, TOP CORE OF TRUSS SIMPSON ER:S 0 � '_`_ -- FASTENERS EACH TRUSS INTERSECTION IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSES SHALL BE BRACED W/ 2"x4" PURLINS @ 2' O.C. FASTEN 2x4'S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2-16d NAILS @ EACH TRUSS. (ONLY REQUIRED UNDER VALLEY FRAMING) VALLEY TRUSS FASTENING DETAIL 6" V-0" �1' MAX. I fl WINDOW OPENING IN MASONRY WALL 6" V-4" MAX. 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPENING T2FT1/2" BOLTS REQUIRED REFE TO GARAGE DOOR Mk NUFACTURER FOR BOLT AP. .A ° OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL DOOR OPENING IN MASONRY WALL i SCALE: N.T.S. *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). /- WALL SUPPORT SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <0MMI-1MIN SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENGTH BUB BF8-OB 8F12-OB SFI6-013 8F20-0B 8F24-0B 8F28-OB 8F32-OB BF8-1B 8F12-1B 8F16-113 8F20-113 BF24-1B 8F28-1B BF32-IB A 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 B Y-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11W9 C 4'-0" (48") PRECAST 2231 2561 2751 3820 4890 1 5961 7034 8107 2693 4605 6113 7547 8974 10394 11W9 D 4'-6" (54") PRECAST 2231 1969 2110 2931 3753 4576 5400 6224 2189 1 4375 6113 7547 8672 10294 11809 E 5'-4" (64") PRECAST 2231 1349 143E 1999 2560 3123 3686 4249 9663 3090 5365 7547CM 7342 8733 101a7 F 5'-10" (70") PRECAST 2231 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168m 6036 7181tto 8328CM G 6-6" (78") PRECAST 2231 1238 2177 3480 3031 1 3707 43M 5061 1238 2177 3480 5381 8360 1039 SWIM H 7'-6" (90") PRECAST 2231 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 BWN 6472 I 9'-4" (112") PRECAST 2231 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 M86 4705M 6390 Ig J 10'-6" (126") PRECAST 2231 W5 890 1247 2093 2777 2163 2536 843 1052 1533 2093 2781 3643 4754 K ll'-4" (136") PRECAST 2231 582 945 1366 1846 2423 3127 4006 5i82 945 1366 1846 2423 3127 4006 L 12'-0" (144") PRECAST 2231 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2W5 3552 M 13'-4" (160") PRECAST 2231 471 755 1075 1428 INS 2316 2853 471 755 1075 1428 1838 2316 2883 N 14'-0" (168") PRECAST 2231 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRECAST 223I MR MR0 MR MR MR MR MR 458 78 3 1370 1902 2245 2517 2712 P 15'-4" (184") PRECAST 2231 MR MR MR MR MR MR 412 71 0 1250 1733 2058 2320 2593 Q 17'-4" (208") PRECAST 2231 MR I MR MR MR MR MR MR 3D0 536 950 9326 1609 1849 2047 R 19'-4" (34") PRECAST 2231 MR MR MR MR MR MR MR 235 418 750 1037 1262 1515 1716 S 21'-4" (256") PRECAST 2231 NR NR NR MR MR 180 340 598 845 111114 1359 1488 T 22'-0" (264") PRECAST 2231 NR NR MR MR MR MR 165 315 550 784 1047 1285 139399 U 24'-0" (288") PRECAST N.R. MR NR NR MR MR MR MR 129 250 450 654 884 1092 1222 NOTE: ALL LINTEL TO 8F16-1171/17 UNLESS NOTED OTHERWISE 1. GARAGE HEADER TO BE 8F-32-1B/1T WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATRIH j SLOPE). NAIL WITH 3-16d NAILS PER END I I I HIP CATS SHALL BE I I CONTINUODUS TO RIDGE W/ 1 1 (2) 16d NAILS PER END HIP TRUSS (HT) I I HIP GIRDER T TRUSS (HGT) I I I _ I I i ' Ln DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS >- HIP TRUSSES NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2-#10 COMMON •� SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/HIP JACK TRUSS (HIT) TOP CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF JACK TRUSS CONNECTION @ 108Ibs. HIP AND GIRDER TRUSSES FEB 0 6 Z019 ST. Lucie County, P8r1TIlttln9 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT BUILDING OPENING ID MANUFACTURER MODEL # PRODUCT GLASS DESIGN DESIGN ATTACHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT APPROVAL DESCRIPTION PRESSURE PRESSURE PSF WINDOWS CWS SH 8100 FL# 16177 R2 IMPACT +70.0/ -70.0 +33.5/ -36.3 #10 SCREWS OR 3/16" TAPCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE - #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 14" O.C. ON SWING DOOR PLASTPRO SERIES N FIBERGLASS FL# 15220.1 N/A +50.0/-50.0 +34.8/-29.9 SIDES W/ TWO SCREWS FROM TOP CENTER SETBACK 3" & 7" FRENCH DOOR PLASTPRO SERIES N FIBERGLASS FL# 15213 R2 IMPACT +50.0/ -50.0 +31.9/ -34.8 #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 14.5" O.C. ON SIDES W/ TWO SCREWS FROM TOP CENTER SETBACK 3" & 7" GARAGE DOOR DBA DOORS MODEL# 824/811 FL# 17-1018.12 N/A +36.0/ -44.0 +28.5/ -34.8 ATTACHED W/ 1/4" x 1-1/4" TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" O.C. MAX. ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO PORCH CEILING HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO SOFFIT HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED TO 15/ 32 PLYWOOD W/ #9-15 x 1.5" W/ SEALING WASHER IN THE FLAT OF THE ROOF EXTREME METAL 5V CRIMP FL# 17022 R-7 NA -86.0 -78.8 PANEL OR APPROVED EQUAL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. FASTENERS @ COMPANY 12"-12" @ 16" O.C. FOR -94,25 & 9.5"-2"-9.5" @ 16" O.C. FOR 121.0 PSF JAMES HARDIE FACE NAIL TO PT NAILER @ 16" O.C. W/ 1.5" LONG x 0,083" SHANK x 0.187" HEAD, RING SHANK * SIDING BUILDING PRODUCTS CEMPLANK LAP SIDING FL #13192.1 NA -44.9 -44.8 NAIL INC. ROOFING INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA SELF ADHEASIVE UNDERLAYMENT *NOTE: FURRING STRIPS CAN BE ELIMINATED IF LAP SIDING INSTALLED DIRECTLY TO BLOCK IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR DIRECT CONNECTION OF SIDING, ASHTON RESIDENCE TXP. DETAILS & NOTES 4804 PALEO PINES CIR.,FT PIERCE,FL 34051 NOT VALID WITHOUT THE SIC�!B'M�cP�E�x,THE -Title to all documents which bear the ORIGINAL INK SEAL OF A F,� I A,E�I SeD copyright of Todd N. Smith, P.E. is vestetl solely in Todd N. Smith, PE. these ENGINEER ' documents are provided to the owner ,- NO. 42082 ' solely In connection with this project. Any other use or reuse of these -� = documents or any reproduction, display, sale, or other disposition of these • [r @pcuments by anyone Is expressly % �••T,lAF„T ((/\ rohbited without consent of Todd N. uu c9 C..YYeC``°UU f}(/ Smith, P.E. pursuant to the FederoL Copyright Law.' '� �••0R10 •�?\ \\� 2012, TODD N. SMITH, P.E. TODD N. SMITH, P.E. #420521111`\ DRAWN LD DESIGNED LD CHECKED TN S DATE JAN. 2019 SCALE SHOWN SHEET 4 ■ ■ ROOF TRUSSES ■ 6Fi6-1B-1T TYP. 25" MIN. BAR LAP L TYPICAL COLUMNS SHALL BE 8" X 16" PILASTER FILLED W/ 3000 PSI CONCRETE & (4) #5 BARS TYPICAL COLUMNS SHALL HAVE (4) #5 DOWELS p2p5R" MIN. (3) #5 REBTRS LAP CONTINUOUS A. I y TYPICAL COLUMNS SHALL HAVE LINTEL BOTHWAYS5 HOOK S INTO PRECAST PILASTER SHALL HAVE #5 HOOK BAR INTO PRECAST LINTEL MASONRY BLOCK WALL SLAB REINFORCEMENT PER SPECS. CONCRETE SLAB PER SPECS. 09 FINISHED FLOOR VAPOR BARRIER - PER SPECS. COMPACTED FILL PER SPECS. CLEAN, COMPACTED TERMITE TREATED FILL BACK PORCH DETAIL A —A E SCALE: N.T.S. 2"x4" BLOCKING CONNECTED W/ SIMPSON A34 EACH FACE PER CONNECTION TO TRUSSES (4 TOTAL) II II II II I II II I F -!I": I II II I I II II I II II ILI I 2"x4" FRAMING FOR CUPOLA BF16-iB-1T TYP. 25" MIN, BAR LAP TYPICAL COLUMNS SHALL BE 8" X 16" PILASTER FILLED W/ 3000 PSI CONCRETE & (1) #5 BARS TYPICAL COLUMNS SHALL HAVE (1) #5 DOWELS 25" 1 MIN. IARI LAP VERIFY FOOTING SIZE ON FOUNDATION PLAN � I - VERIFY FOOTING SIZE ON FOUNDATION PLAN ACK PORCH DETAIL B—B SCALE: N.T.S. ROOF TRUSSES UNDERNEATH COPULA 2"x4" BLOCKING CONNECTED W'/ SIMPSON A34 EACH FACE IER CONNECTION TO TRUSSES 4 TOTAL) CONNECTORS PER t;,OCKING CUPOLA BLOCKING DETAIL SCALE: N.T.S. x J 3 0 1L z a z z a U_ w w w In GALV ANCHOR STRAP SEE FRAMING PLAN FOR TRAPPING SCHEDULE) DEL 2X TOP PLATE 2X STUDS 16" O.C. 2X FIRESTOP NOT MORE THAN 8' APART VERTICALLY IN BEARING WALLS OVER 8'-0" 2X PT PLATE W/ ANCHOR BOLTS PER SCHEDULE SEE FOUNDATION > .; SEE FOUNDATION PLAN FOR PLAN FOR FTG REINFORCING SCHEDULE SCHEDULE - SEE FOUNDATION PLAN FOR FOOTING SCHEDULE TYP. INTERIOR BEARING PARTITION HARDIBOARD LAP SIDING AROUND ENTIRE COPULA PER MANUFACTURERS SPECIFICATION 2"x4" CUPOLA FRAMING UNDERNEATH ,q �. II II II II II �i M wN O — II II II — H I II II II M _ I 1'-3 3/4' 1'_3• 1'-1 1/4" '-1 1/4" 1'_3" V-3 3/4" 7'-4" -2"x6" HIP RAFTERS CONNTECTED W/ HCP2 - 2"x6" HIP RAFTERS W/ HRC22 -2"x6" RAFTERS W/ TJC 0 JACK RAFTER TO HIP RAFTER AND VPA2 0 WALL (16" O.C. MAX.) TYP. -2"x6" HIP RAFTERS CONNTECTED W/ HCP2 CUPOLA RAFTER LAYOUT SCALE: N.T.S. SCALE 1/2" = 1'-O" 2"x4" COLLAR -TIE W/ (3) 16d NAILS BOTH SIDES COPULA ROOF 2"x6" RAFTERS W/ VPA2 0 DEL TOP PLATES P. 2"xB" FASCIA W/(2) 0 EACH RAFTER W/ W/ AL DRIP EDGE � 2"x4" STUDS W/ SPH4 0 DOUBLE TOP PLATES AND BOTTOM PLATES SPH4 PER FULL STUD SPACED STRAP LSTA21 STRAP @ EACH JACK SPH4 ON JACK @ BOTTOM PLATE 2-2'X 12' # 2 SYP HEADER HEADER CONNECTIONS @ BEARING WALLS (TYPICAL) COPULA ROOF 2"x6" RAFTERS W/ MSTA12 CENTERED ON RIDGE TYP. fROOF SIMILAR TO MAIN HOUSE, SEE TYPICAL G WALL SECTION �HARDI BOARD SIDING SIMILAR TO MAIN HOUSE 2"x4" PT BOTTOM PLATE CROSSING PERPENDICULAR TO TRUSSES CONNECTED TO TRUSSES WI (2) #90-1/2" LONG WOOD SCREWS 0 EACH TRUSS BEARING POINT HOUSE ROOF LINE CUPOLA CROSS-SECTION SCALE: N.T.S. TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 6th EDITION FL. BLDG. CODE T�T� N. NOT VALID WITHOUT THE �iU�' t'� AND THE DRAWN LID se �,0 DD 1V . SMITH, PE INC. �� 'Title to in ToLto documents which bear the ORIGINAL INK SEAL OF ,A�� '!� C3 NSED //per\, 'I�'pp�'�' copyright of Todd N. Smith, P.E. is vested DESIGNED LID 1'_ S H JL O N R E s I T documents a e provided Pto thee owner ENGINEER �'•, ; 1717 N D A N RIVER BLVD. S TE 302 safely h connection o lon with this Protect. � AIL. a2082 CHECKED TN S T Any other use or reuse o' these 7 -- r,r-, P. nr-� �7 r-y ^ documents or any reproduction, display, VERO BEACH, FL. 32960 �1 DETAILS Ipl l I' iS 1/\\%/l 2019 sole, it other disposition of these *= DAB JAN. N �ycuments by anyone is expressly prohibited without consent of Todd N. ' �j `� ATE �j}�� y ySCALE �y l-{QV1/�J N0. DATE DESCRIPTION P h . (7 7 2) 5 5 9 — 3 6 9 9 Smith, P.E. pursuant to the Federal R (�C GdE J.C/K Copyright N. SMITH, P.E. y'� • i11 P G 4804 PALEC PINES CIJPL% �F�' IE]�CE,�'IJ 34051 TODD N. S ITH, P'E' Asphalt Shingles over 30# fell over CDX 3/4" fascia over 2 x 4 w/ At. drip Cont. Vented Soffit Stucco Re -bar in concrete filled See structural drawings 12 R-58 lnsulation MB9 Engineered Trusses Simpsonblock Per tructural telinteiP ral 1@" Drywall �1/2" Drywall over 31,V ptfurring a W Fi-foil Insulation r See Foundation Ian Typical Wall Section LL O C m 6 LL C � O O 'O G Revised Date 10/01/18 in Ln 01 rL rn CAN v- W 'a O IL ru e rn W C Sheet 1 WARNING* .THIb IS A PLACEMENT PMN FOR ENGINILLKtU COMPONENTS AS DEFINED BY WTCA 1 - 1995. BRACING.� 1) FOR THE ERECTION BRACING FOLLOW -SE­E­FfNAL__ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS -BACK CTIARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS LL BEARING POINTS MUST BE [NY DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST CAOST TRUSS. NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING STALLED PRIOR TO INSTALLING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS, 9'4" T.O.B. 12 5r_ "i, TYR E N D D E�'AI VIEWED Y• i 9,14 i9� W ODD N. SMITH, P.E. FL PE #42082 ECT Qq::1.A.GfS EAST COAST TRUSS 5285 ST, LUCIE BLVD. FT..PIEP.CE FL. 31946 LIFFICE: (772)466--2480 FAX: (772)466-5336 USTOMER:Dave Golden Homes )B NAME: ASHTON RES. DDRESS:JOHNSON ROAD ITY/COUNTY:FT PIERCE # J36905 GARAGE SQFT15 DATE 10/19/2018 12: = USSd1.003 (3) (<), EAST COAST TRUSS b the "Tana Ndp Evgivevr" Trmca are dnlgvM iv accvMavice with the Flvddv S.M., Code By approving this placement plan(s), Inatured anywhere on this sheet, the customer his representitive acknowledges that this icement plan complies with the structural intent the project. The customer also acknowledges that this Iproval authorizes EAST COAST TRUSS to snufacture these trusses and deliver them to project indicated on this drawing. The customer also acknowledges that he/she ocepts financial responsibility for any repair, Igineering, and labor required due to errors her than those of EAST COAST TRUSS. Date: CODE=FBC2017/TP12014 ASCE 7-10 DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= II EXPOSURE =C MWF SPEED =170 BUILDING TYPE =ENCLOSED MEAN HEIGHT:15' FLOOR: DUR FACTOR= P S F =TC L L-T C D L-B C L L-BCD L )F: DUR FACTOR=1.25 =TCLL-TC DL-BCLL-BCDL *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE 'READER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. TO BCI-B1 FOR COMPLETE ION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 101 AT, Q Z LL n W C� G Q U) W U) W J Z Z) U) W U) Z) ry W U) 0 F_ W U) Z) F_ 0 Z F 0 U TRUSS PLACEMENT PLAN