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HomeMy WebLinkAboutBuilding Plans�.E 9 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS ##,% SF- (WqA Well # Date: 3 _ Lm lo� Reviewer LEGEND & ABBREVIATIONS RECEIVED MAR 3 0 ?020 ST.LuaeCDunty,.Permittirlg SITE PLAN LOCATED IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 0HP 01 f A ARC LENGTH � A/C AIR CONDITIONER 0 BM BENCHMARK %No% C CALCULATED FROM FIELD MEASUREMENTS ` r C/L CENTERLINE CM CONCRETE MONUMENT 0 CONC CONCRETE DEG OR DEGREE O ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND r ID IDENTIFICATION NUMBER .. �rn IP IRON PIPE - IR IRON ROD > w< IRC IRON ROD & CAPMa LB LICENSED BUSINESS LS LICENSED SURVEYOR D M MEASURED DATA r MON MONUMENT 'r'� N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM Z NO OR # NUMBER NTS NOT TO SCALE N 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 p AT DELTA UTILITY POLE J x FND 1 " IP O T _ J NO ID _ 1 � I FIRE HYDRANT POC— FND 518 IR NO ID o o n JOSEPH BRANCA 3 0 PARCEL # 1313-131-0008-000-3 0 . o T °o w o VACANT yl o o W) C W go C o y I' = FND 518 IR NO ID 2 0, 5 2 0 8 BENCHMARK 21 2 20,8 80,E ELEV.=20.82' x 2 0.9 FND 5/8 IR NO ID (POB) 30.0• S 8904623" E EAST (D) 126.00' x 0,8 x 22,1 = 2 o MOORE/HORBA CZ PARCEL # 1313-131-0009-000-0 VACANT a 39.0' I 21, 2 H o X 212 F► SEPTIC .�. PROPOSED O! PROPOSED o c " AREA-o---DRAINFIELD (GREEN AREA 25.0' +-350SQ FT 5' PVC FENCE 12. 50.1' (CLEAR) l0 20 2 20,2- 18,X X9 3°" 20, X 2 0 , 4 i 25.9' 6.0 °w INDIAN PINES VILLAGE a PARCEL # 1313-501-0147-000-4 2 1 COVERED y O O y p O OCCUPIED ENTRY c U a 10.0' !I FFE = 22.1' BUILDING "T" ^o W o C 26.0• .01 2 ' 0, 2 s.o. y C _ O PR OSE� co x A,3 �201� _ V 1ST YCBS to21,4 p °O i©— o RESIDENCE o � O � MINIMUM FFE = 21.7 52.0' 35.9' P OPOS WATER 16.1 iiS LINE METER N PR OSED I� 2 C RETE w 81,2, m 4&0' y � m I 20.2 21,6 20,0 X 30.0' 126.00 x N 89*4623" W 2 2 ' S WEST (D) FND NAIL & DISK 120,10 20'0 20,2 0,� FND NAIL & DISK IN CM IN CM 1.5 BELOW GRADE) UNREADABLE (UNREADABLE) (UNREADABLE) 1 a ' x 23.4 3 ' PAUL KUHN H PARCEL # 1313-134-0001-000-3 21,6 cr -4 e of OCCUPIED o � o V. FFE 23.4' 2 y I S TI62 S AREA 29 _ J i i FND 518 IR IN CM �I FND NAIL (UNREADABLE) NO ID ©1 U v 5 AIA �n SITE INDRI0 ROAD d ORANGE AVENUE 0 RD. EDWARDS / - gCEE�"- 712 WIJIIE pTY ROAD � y111 A1A �e PRIMA VISTA BLVD. 1 LOCATION MAP NOT TO SCALE STREET ADDRESS 4920 CONLEY PLACE, FORT PIERCE, FL 34951 LEGAL DESCRIPTION BEGIN AT THE NORTHEAST CORNER OF SW 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 557.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 179.50 FEET; THENCE WEST 126.00 FEET; THENCE NORTH 179.50 FEET; THENCE EAST 126.00 FEET TO THE POINT OF BEGINNING, PER PUBLIC RECORDS OF ST. 'LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF CONLEY PLACE, HAVING A BEARING OF N00`09'57"E, AS MONUMENTED, ASSUMED DATUM, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, REFERENCE BENCHMARK BEING FDOT CM 94—C-11 WITH AN ELEVATION OF 20.69'. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 0, 0S©S 12. THE LAST DijWjjt6 gf8f3K WAS FEBRUARY 22, 2020. CODE COMPLIANCE ST. LUCIE COUN T�f BOCG GLOBAL POSITIONING SYST M (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L—BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. W o, J N D LL a G N W ° } U. U LL W �i a N N � o a� 00 3y _> o �a ti v=i > ti z N Y Z z p 00 = C0 a 44 H Z 0 .. ti LJ r w a A N Q ° W z V�° O wW wa jy W O w� M axx rV w � '0°w 6 U. LL ZQ, OT V ooa u ZZ W� ' w�U � CO)l W,w0, Z W W Z LL=� ti O C7 Nuz z zo o 02 O LU > UMw = C ow Q N L] z O Q IN J WSJ 3 W W a5$ ao o g �m4 �M =NWOtra ZO=° W W � W�°(0U°- w O�w O / d Y � 1-�xWZ,Lm O OO g~KU U 0, — LU 0=Pa ww— vi J wz2 p J28 N «con 0 0 DRAWN BY, CA CHECKED BY, CA DATE, MARCH 02, 2020 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC NSE NO 4971 PRI TED DATE SHEET 1 OF 1 PROJECT No. 20-507 0 ol 20'1 .1 LEGEND & ABBREVIATIONS A A/C BM C C/L CM CONIC DEG OR ELEV FFE FND ID IP IR IRC LB LS M M ON N&C NAVD NGVD NO OR # N TS CHIP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W & 0 ►m SITE PLAN LOCATED IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA Qs � ARC LENGTH AIR CONDITIONER 0 BENCHMARK \*4 CALCULATED FROM FIELD MEASUREMENTS G r CENTERLINE CONCRETE MONUMENT 0 CONCRETE DEGREE O ELEVATION FINISHED FLOOR ELEVATION FOUND r IDENTIFICATION NUMBER M IRON PIPE IRON ROD N m< IRON ROD & CAP LICENSED BUSINESS _ LICENSED SURVEYOR D r MEASURED DATA M,,. MONUMENT 9 NAIL AND CAP DATUM r NORTH AMERICAN VERTICAL r NATIONAL GEODETIC VERTICAL DATUM Z NUMBER NOT TO SCALE N 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 MIN. SI FRONT_ CK REQ, ZNG. TECH. - Sa FND 1 IF IP Q NO ID f J - - i FIRE HYDRANT POC - I I FND 518 ►R 3 NO ID li JOSEPH BRANCA 31 e H PARCEL # 1313-131-0008-000-3 VACANT ��„ -�W), o y O�o�°N' co) o � � I FND 518 IR 8 NO ID = 2 0, 5 BENCHMARK 21, 2 2 0 , 8 X2 06ELEV. = 20.82' x 2 03 FND 5/8 /R NO /D (POB) I I! 30.0' S 89046'23" E E,asr (D) 126.00' x 22,1 x20,8 MOORS/HORBACZ PARCEL # 1313-131-0009-000-0 VACANT 39.0' 21.2 x 21.2 a SEPTIC PROPOSED O PROPOSED o q AREA -0-DRAINFIELD GREEN AREA L_ 25.0' L I +-350SQ FT 5' PVC FENCE - 12.0' 50.1' (CLEAR) 18 9 x 32.0' j 20, 20, a x 20 I� x 20,4 25.s• 6.0 w INDIAN PINES VILLAGE W V A PARCEL # 1313-501-0147-000-4 In 3 2 COVERED y O O p tp OCCUPIED ENTRY c V 4 10.09 FFE = 22.1' BUILDING "T" 0 ul c �O o QG 026.0 � v J( 20 :O PR OSEEN V) x A 3 �, N 1 ST YCBS to 21, 4 20. 0 RESIDENCE o p p o p MINIMUM FFE = 21.7' �i 52.0' 35.9' x 16,1 O PROPOSED 2 © C RETE Q 21,2 ep 4 4&0' to W I co a m 20.2 21.6 lt20,0 20,1 30.0' 126.00' 2 2.5 N 89046623" W WEST (D) FND NAIL & DISK 20.0 2 0.2 �0 , FND NAIL & DISK IN CM 20. O IN CM (1.5' BELOW GRADE) I (UNREADABLE) (UNREADABLE) h j 1 x 23,4 PAUL KUHN ►� o o PARCEL # 1313-134-0001-000-3 21.6 0) a e OCCUPIED o 2 FFE 8 23.4' ti SE A IT A� 2 5 of - j - FND 518 IR IN CM I� FND NAIL ( (UNREADABLE) �bK NO ID ©b S A7A �Z SITE NDRIO ROAD = d a ORANGE AVENUE EDWARDS RD. CKEEE 712 WHITE CITY ROAD A1A PRIMA VISTA BLVD. LOCATION MAP NOT TO SCALE STREET ADDRESS 4920 CONLEY PLACE, FORT PIERCE, FL 34951 LEGAL DESCRIPTION BEGIN AT THE NORTHEAST CORNER OF SW 1 /4 OF THE NE 1 /4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 557.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 179.50 FEET; THENCE WEST 126.00 FEET; THENCE NORTH 179.50 FEET; THENCE EAST 126.00 FEET TO THE POINT OF BEGINNING, PER Pi,BLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS q- In °' 2 V cn O V Z W a In o w a n ', W g Z p fA y 2 ow - � >'0y W>- o.° ��; >- >N ; z n o W j O N j W U) a U. , OzW JOB =�' _5 O U) rn > ti z� Z_ N .., IL LL O Y uj Z a wLL z O a Go a qT Z 0 ti w r w A NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. IV Q °wz 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE V G 0a� SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED Q O a° t SURVEYOR & MAPPER. m a== J w�°� It �w U.4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE O V ioo EAST LINE OF CONLEY PLACE, HAVING A BEARING OF N00'09'57"E, Z Z o ;a AS MONUW MENTED, ASSUMED DATUM, SAINT LUCIE COUNTY, \ W�-. FLORIDA. I..co > o I\ UmW,n, 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY Z W W ono IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, O O > z°Z COMMUNITY PANEL N0. 12111 C 0070 J, EFFECTIVE DATE Q 0 > p_> FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE Q Z = �w� DETERMINED BY AN ELEVATION CERTIFICATE. V W W p s -0s �t0' 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL G� Q a W n DATUM (NAVD) OF 1988, REFERENCE BENCHMARK BEING FDOT CM � 08 -42 '- wows m m y 0 2 i j 94-C-11 WITH AN ELE=VATION OF 20.69'. W uI O } a moo 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED V z Z'ww O O �¢wa> STATES STANDARDS, IN FEET AND DECIMALS THEREOF. O wwzm zwwa w�C� 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE Q V �z�0 BEEN LOCATED AND SHOWN HEREON. 0-00 W W=°a OYm 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT lV 'zDl- �ww BEEN LOCATED ON THIS SURVEY. 0 �s2u 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 7 0000 N « 00 FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 1VAI �nEeD� FARE`" 12. er CDIV LIANP WORK WAS FEBRUARY 22, 2020. DRAWN BY, CA CHECKED BY, CA DATE, MARCH 02, 2020 HORIZONTAL SCALE, 1'=20' ST. LUCIE C®UN 1 a BOCC - �t1� 7J1O NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA GLOBAL POSITIONING SYS1TraI1/H�S) NOTES LICENSED SURVEYOR & MAPPER. 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND-` RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARNOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2018. FLORIDA LICEN ENO. 4s 7 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS /PRINTED DATE SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA 1 ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. SHEET 1 OF PROJECT No. 20-507 DOWEL TO BE TIED INTO W LL VERTICAL BAR W 48 BAR DIA. 4„ CONCRETE SLAB i LAP SPLICING -TYP. • 8„ CONIC. BLOCKFIBER OF - I----'72'-8a -- pR6X6,1011MESH EQUAL STRENGTH N ASSUMED GRADE 1 44'-8" 28'-0" CUT BACK CONCRETE NOTES ® 45' ANGLE \\ 6 MIL VAPOR BARRIER - 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING ,. CLEAN, COMPACTED (2)#5 REBARS TERMITE TREATED i` O O 2. CONCRETE. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI - CONTINUOUS FILL - il.. _ _. - T N 301. "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 I -. III - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.. TYPICAL EXTERIOR : : ' '�, 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND " MASONRY WALL '� I - SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE.. 04. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS SCALE: 1/2"=1'-O" I ONE INCH. - 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES „ 4 CONCRETE SLAB I : & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND' ALL WALL BEYOND X6,10/10 W.W.M. � O O 6. SEAMS AND CUT-OUTS. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60.STEEL/WELDED EXTEND SLAB � � 1 1 2" ®DOORS / OR FIBER MESH OF EQUAL STRENGTH WIRE MESH TO CONFORM TO ASTM A-185. w _I Al CG 6.1. PROVIDE CHAIRS & BOLSTERS F6 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO N EXTERIOR ELEMENTS) ':'• '" \ 6.2. ENSURE MESH (IS USED) IS EMBEDDED I" FROM THE TOP OF THE SLAB. LAP \ i CUT BACK@ f \ 4 CUT BACK F1 JOINTS AT 8" & TIE. 45' ANGLE ,' :''k r." ' ® 45• ANGLE I '. ': l - .... 7. WELDED WIRE FABRIC (IF USED) SHALL BE IN ACCORDANCE WITH ASTM A185 AND \ .. .. ... .1 6 MIL VAPOR � 11'-2" -___ -- 11 `-2" `>L 1 V-2" -\- _ ---- -'-- 1 V-2° --- d. SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY \� BARRIER 6. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 20" r\ CLEAN, COMPACTED ____. _- -- I CAST AGAINST EARTH: 3" - (2) #5 REBARS TERMITE TREATED CONTINUOUS FILL. �,. li EXPOSED TO EXTERIOR ELEMENTS: 1" FORMED SURFACES: 1".. -- I 19. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO. TYPICAL EXTERIOR WALL - - : THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR AT EXTERIOR O O R. F1 I - �� - I I - - CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE n/ -- • o 10. ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR SCALE: 1 2"=1'-0" / LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR. BOLTS, 4". CONCRETE SLAB O '. F2 ETC. PRIOR TO PLACING CONCRETE, 6X6,10/10 W.W.M. iV REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND 8" CONCRETE BLOCK ` OR FIBE♦2 MESH OF SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS EQUAL STRENGTH : I I FG 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE a > = = 0 -0" FIN. FLR. 113. - • AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. •. In 8-O d _ J-4 ALL CONCRETE THAT IS ALTERED WATER, ADDITIVES; ETC. SHALL BE TESTED TO ( ) ASSUMED GRADE „ = I _ ENSURE STRENGTH REQUIREMENTS ARE MET. p • V•, 14.. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI ##5 REBAR VERTICAL I- 13' O' I _s HOOKS. bOWEL TO FOOTING, SEE FOUNDATION :.I \\r CUT BACK L - - _ 15 SOILS SHALL. BE TREATED. SHE FOR ? ® 45' ANGLE o I PLACEMENT. / 1 ... ... / 6 MIL VAPOR . • • • . . . _. ,_ . --- •-�- • . „ 0-4 N N In CONCRETE MASONRY NOTES \�\ \! I GARAGE FIN. FL. _ (2) ## 5 REBARS '\ 20* CLEAN, CO PACTED ! TERMITE TREATED _ I- - _ _ - - - - °-�-'.. 199 _ - , 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR '... CONTINUOUS FILL O i DBL. SINK LAUNDRY I _ �? O _. 1.L. LOAD BEARING CONCRETE MASONRY. I DISHWASHER. WASHER DRYER : a0 MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS, TYPICAL GARAGE WALL L • SINK I - CD ' 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR L.. I 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-0-WALL" TRUSS TYPE F 3 : . • SCALE: 1/2 -1�- 0 ,.. 14. REINFORCING IN EVERY OTHER COURSE (16" O.C.) . ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. .r I -'-� •.�- 5. , WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, 6 PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS I 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI A TYPICAL 4 CONCRETE SL B WITH 6x6, 10910 W.W.M. SLOPE 2 _.: r£ ; I 00 I I. • •�• i 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 F5 --. REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS FIN FL Oil SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR SMORTAR COMPLYING TO ASTM ` ., •,gg -__ _ I C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF -T • . VAN. ( 2000 PSI ON THE NET AREA: 7:. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL { 6 MIL VAPOR �� - , Y ' r `- <* �-� r\/WG\1I I REINFORCING BARS @ 48" D.C. MAX. IN THE CENTER OF GROUTED CELL. PROVIDE BARRIER `-/. I I - N 9 GA,. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER CLEAN COMPACTED a / 2 #5 aEeARs " ` ` I 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 6x6, L COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF CLEANTERMITE TREATED (( OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. FILL C�NTINUOUs 10/10 WELDED WIRE FABRIC OR FIBERMESH ON 6 MIL - I CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS O ' I: POLYETH'ELENE VAPOR BARRIER OVER CLEAN FILL TREATED TO BE GROUTED LINE UP PROPERLY,. PROVIDING A. MINIMUM CLEAR AREA OF 10 TYPICAL / STEP DOWN iv AGAINST TERMITE INFESTATION, COMPACTED TO 95%. _ 26'-8l'--' SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN AT GARAGE M I' PROCTOR DENSITY PER AASHTO T-180 AND CONTRACTOR I 4" BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. 4 F4 SCALE: 1/2'�=1�-O" SHALL VERIFY THE EXISTING SITE IS CAPABLE OF I I _ LAP SPLICE REINFORCING 48 BAR DIA..(OR AS SHOWN ON PLANS) &TERMINATE SUPPORTING A MONOLITHIC SLAB GENERATING A MINIMUM OF o 2,000 P.S.F. BEARING PRESSURE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS • I I REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL TYPICAL 4" CONCRETE REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. SLAB WITH 6x6, I 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE 10/10 W.W. 1. INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE F1 I _ VAN. F6 WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK_ I I 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE DRAIN SLOPE TO • •. �.� • : � � � 0 TOP OF ALL WALLS AND AT JOIST BEARING. 8.1, DOUBLE"U" BLOCK BOND BEAM TO HAVE A MINIMUM OF (1) #5 BAR PER 0 COURSE (UNLESS OTHERWISE NOTED).. 177 8.2. : U-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER 6 MIL VAPOR VAN. . • • r • • • • BAR 32" MIN. LAP. BARRIER FrJ 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM TUB CLEAN COMPACTED' 2 5 REBARS O # Z MASONRY.: TERMITE TREATED CONTINUOUS • F3 10.. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS VERTICAL POUR. TILL 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT TYPICAL STEP DOWN O ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. -/ Ip 32. ANY EPDXY SHOWN SHALL BE EITHER "HILTIHIT RE 500". WITH "HAS-E" THREADED 'A T SHOWER -L RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. C 5 - 72.1. ALL THREADED ROD HOLES TO BE 1 8". DIA.. LARGER THAN REINFORCING SCALE: 1/2"=V-0" SHOWER / -- - -,-- STEEL OR THREADED ROD FOR EASE OF INSTALLATION. - a CONCRETE SLAB a 47 FOUNDATION NOTES WALL BEYOND 18 a_ i n , a F-8-_ .<_L2 rn 1a0 /iD w.w.M. 2 -8 �7 -8 7 -4 7�-�h 6 -6 -4 � 7 -8 _ OR FIBEF2 MESH OF q o JOINT 1 _2 EQUAL STRENGTH F _ 1. SOIL TO BE COMPACTED TO AT LEAST95✓o OF MAX. DRY DENSITY AS DETERMINED 1/2' EXPANSION Q O BY ASTM - 1557 (MODIFIED PROCTOR). 8-0 �- 2: FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL ...:.• :. , a :x., ;:; `- '"'.,- '',, BEARING PRESSURE OF 2000 PSF' :-- ! 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. CUT BACK LEGEND 4'-8" @ 45• ANGLE Door Opening --- - /\ B MIL VAPOR j BARRIER _ , 11 ' „ _ _ � /. Wlndow O enln Imo- 9 -4 9 -4 _ I ' ,_ .� _ ,_ „ _ 7,_ ,� 20" P 9 9 4 4 8 1 8 REVIEWED FOR / CLEAN, COMPACTED 2 REBARS TERMIT E TREATED 5 CODE COMPLIANCE FILE Cop ►^ r C NTINUOUS FILL 45'-811 271-0° � COp I I ' ST. LUCIE COUNTY TYPICAL GARAGE RECESS 72'-8 - - - BOCC SCALE: 1/2"-1'-O" DESCRIPTION �� A No: DATE NOT VALID WITHOUT TH.� �N/� � AND THE DRAWN LID 1 ... / Title to ao documents Smith, bear the % ORIGINAL NAL INK SEAL 0 � . ��Lf� LASED copyright ht of Todd i Smith P.E. is ves ted Y P 8 DESIGNED 0 T O D D l�T . SMITH, P E INC. solely h Totltl N. Smith, P.E. these � .'' �,\''�Cp .. LID 9 TTp�Tpy �q��\y Q •1 /�/, R ��II j�, T �T�®/ �rT'1��, qy/-y�• . � JL.AO JL d� 1 .1C LJ RESIDENCE X. 1 11J -LJ �/ documents are dwith to the owner ENGINEER provided N o. 4 2082 solel h connection with this rd ec£ CHECKED CECE Y pr oject, F� TN S An other use or reuse of these Y 1717 I N D I A N RIVER BLVD. S TE 302 FTC documents or any reproduction, disp ay; 71� sale, or other disposltlon of these . DATE .MAR. `20`20 VE R 0 BEACH FL. 32960 FOUNDATION PLAN documents by anyone is expressly - STATE IAti` 2020 SCALE 1 /4' _i -0 I� ,., -j f (� (� (� prohbited without consent of Todd N. •• _ �> f- I • (/'., 7 2) 5 5 9 3 6 9 9 Smith; P.E. pursuant to the Federal ' .� 10� • G,. 4920 C0NLFY PL. F0PT PIE C FL. 34951 @2019 hT000N SMITH, P.E. j i Tnl n Kt CA AITI I r') (�I. i% Aw Q4)�\\ 1y � : Cl COMPONENT CLADDING NOMINALPRESSURES ASCE 7-10 (& 170 MO (<DJS.,)FACTOR 1.21) ROOF SLOPES 7 27 EGREES' (HEIGHT EFFECTIVE AREA SQ. FT.) ZONE 0 < 10 11 < 70 21 < 50 51'< 100 1 +21.8 -34.7 +19.9 -33.7 +17.4 -32.4 +15.4 -31.5 6 2 +21.8 -60.4 +19.9 -55.5 +17.4 -49.1 +15.4 -44.3 3 +21.8 -89.2 +19.9 -83.4 +17.4 -75.8 +15.4 -70.0 2 -70.7 -70.7 70.7 -70.7 3 -118.8 -107.1 -91.9 -80.3 4 +37.9 -41.1 +36.2 5 +37.9 -50.7 +36.2 -47.3 AMC VENTILATION PER FBC R806.2(2) DESIGN PARAMETERS FOR WIND LOAD THE NET FREE VENTILATING AREA SHALL NOT BE TOTAL SQ. / FT. = 3,594 X 144 / 150 = 3,450 SQ.. �^ LESS THAN I/150OFTHE AREA OFSPACE IN. OF VENTILATION REQUIRED. COMPLIANCE TED A REDUCTION TO 1/300 OF THE TOTAL SQ / FT = 3 594 X 144 1300 = 1 725 SQ 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS ALL VENTILA - AREA OF SPACE IS PERMITTED WHEN 40% TO IN. OF VENTILATION REQUIRED IF 40% VENTED APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA 50% OF THE REQUIRED VENTILATING AREA IS IN THRU UPPER ROOF. 1,725 X .40 = 690 SQ. IN, 1. BUILDING CATEGORY II REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE THE UPPER PORTION OF THE SPACE, WITH THE REQUIRED WITH UPPER ROOF VENTS AND THE 2• FLORIDA BUILDING CODE 6TH EDITION (2017) ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY BALANCE OF THE VENTILATING AREA PROVIDED REMAINDER (1,725 - :690 = 1, 035 SQ. IN.) 3. BUILDING DESIGN IS ENCLOSED CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND BY EAVE OR CORNICE VENTS. SUPPLIED BY SOFFIT VENTS. 4. MEAN R00 F HEIGHT IS 15' SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CONTRACTOR 5. ROOF PITCH 9/12 DEGREES CHANGES ITHIN 1 WEEK of RECEIVING THE 5UBMn7ED SHOP CONTRACTOR TO PROVIDE ATTIC A VENTILATION BASED ON THE 6. 7. INTERN L PRESSURE COEFFICIENT +/- 0.18 WIDTH OF END ZONE A = 3' 6. DRAWINGS. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED S. THE OF - - CALCULATIONS SHOWN ABOVE. 8. WIND PEED IS 170 MPH 3 SECOND GUST J. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL FLOOR 28'-011. 9. WIND XPOSURE CLASSIFICATION: C CONCRETE OR PAINTED WITH A. NONCOMBUSTIBLE MATERIAL. 10. COMPONENT &CLADDING WIND PRESSURES: 8. 9. HEATING IS REQUIRED FOR THIS STRUCTURE. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. (SEE CHART ON LEFT ON THIS PAGE) WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH p 11. LOADS: OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. o - EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. END ZONE 5 IS WITHIN A DISTANCE OF - FLOOR 40 PSF Am. ' - - - - ROOF/DEAD 17 PSF 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH 3 FROM BUILDING/ROOF CORNERS = (a) - - - - - - - ROOF/(JIVE 20 PSF BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS - SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED WALL 6�1 PSF - FOR NEW CONSTRUCTION. 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD TIMBER NOTES CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A ZONES V L.J WALL WIND DESIGN ZONES I - I ', I - I.. SMOKE -DEVELOPED INDEX OF NOT GREATER THAN450. co I t323. I O - 13. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 SCALE: TUTS I t323 I - - 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED ® O I -39.4 I I `- - -39•4 I REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC ® ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS I I I WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER THAN 0.12 WATT PER SQUARE CENTIMETER. TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF 14. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF TRUSSES SHALL THE UPLIFT EFFECTS OF WIND LOAD BASED THE INSULATION. INSULATION BE USED IN THE ATTIC, A 44'-8" I I - ( - ONOF THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. VAPOR RETARDER MUSTE BE E USED. - AA A A L.- _ _ _, - -.- - 1.1. ROOF OF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION 15. ALL WOOD -FRAMING. MEMBERS RESTING ON CONCRETE OR MASONRY ,) ,),-2n ---------J-----'---- SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC 1,-2„ �'-2n r STORED IN. ACCORDANCE WITH TPI-95. COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL DECAY SHALL BE EQUIRED PER FBC R-319.1. PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. _ _ ---------------------- - ----------- --- - _ - ---------------- - __ - - PANEL POINT ON OPPOSITE CHORD.. MAX. LENGTH OF BOTTOM 17. THE SITE ADDRESS OR NUMBERS. SHALL BE PLAINLY VISIBLE AND LEGIBLE --------- _ _ _ _ _ _ _ _ _ _ I I CORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS FROM THE STREET OR ROAD FRONTING THE PROPERTY. L O I I WHERE REQUIRED HURRICANE STRAP WILL BEND OVERTOP CHORD. 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR i <O _ 28 -0 - I - PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. OPENING. N ) I - - 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 19. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. li I I O +323 I o 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND 20. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. i I O -355 I ATTACHED TO TRUSSES BELOW SPECIFIED @ 6' 21• ROOF SHALL BE PROVIDED A CON71NUOUS PATH FROM FOUNDATIONPER +33.9 I MAX. ROOF PLLYWOOD SHALLEXTEND ON TRUSSES BENEATH ALLRAPPING PER DETAILS AND CONNECTIONS SPECIFIEp -37.1 I I I OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE BETWEEN TWO TRUSSES FOR ACCESS. DESIGN CRITERIA. PORCH I I 1.5. I0 ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL 23. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE I4AttIC trusses ---� BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C STUD GRADE LUMBER SPACED AT 16" O.C.. UIPMENT, ETC.) 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO - `- 1.6. D SIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, -. EDITION FBC R301.5. TRUSSES SUPPORTING MECHANICAL C1178, C1278, C1395 OR C1396AND SHALL IN INSTALLED IN ACCORDANCE 8C0" 9'-4" - +33.9 R I I E UIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA +37.9 +37.9 -371 8068 +37,g 13 -D T- - - - _ L CATED ANYWHERE ON THE TOP CHORD. RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF 3 0 I I I I O 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS GYPSUM BOARD SHALL CONFORM TO ASTM C557. t4 3014 _411 SHOWN ON PLANS OR IN SHOP DRAWINGS TRUSS ENGINEER MUST 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI U3. Sf,+ECIFY ALL TRU55 TO TRUSS CONNECTIONS. A308.1, A108.4, A108.5, A108.6, A108.11, A318.1, A118.3, A136.1 AND. --------- _1 I rM i � [ t A/ I I I 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS 01W M I Oven u Y I] I _ Actair I I I TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 10 1 i �I BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 14,-8n L. - - - - 41 11 C) +323 I m C: 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX (32/16 SPAN RATING) RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE .IN.TUB 9'-10 1 /4" 12'-3 3/4'" - I O -35.5 I $ C7 STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ROOF FRAMING WITH 8d RING SHANK NAILS 4" D.C. AT PANEL EDGES AND 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. N N I I .SPACE NAILS AT 4- D.C. AT BLOCKING. - KITHEN - I i 3. WALL SHEATHING TO BE 1/2' COX SPAN RATED STRUCTURAL PLYWOOD, & 1-I LAUNMY I NAILED WITH.10d NAILS 4" O.C. AT PANEL EDGES AND 6" D.C. IN THE ROOFING NOTES -140" 6, ;10e I I FIELD. 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS - TOP REF. �� _ I I �-" `- INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE S.P.F. SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE o - I I - OR BETTER. HEADERS SHALL BE 2X32 #2 SOUTHERN YELLOW PINE & 2X4 PLANS. Do N MIN. WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER Cook H S. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE Hood -.I I N PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. REVIEWED F®� 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" D.C. CODE COMPLIANCC MASTER - U o0 N I I - - -- - 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE �+ m 00 BATHI EEI ( I f- GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT ST• LUCIE COUNTY 12 BEDROOM GREAT ROOM c$ I I STRAPS AS TO NOT SPLIT THE WOOD. BOCC 6 GREA 1 ROOIVI N L - - - - - '- - - - - - I B. ALL SIMPSON CONNECTORS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 2868 1468 I_ �• 3'-4" c WINDOWS & DOORS NOTES r 5 5" 3' 2" 5,-5„ p �+ I +323 I o � ALUMINUM FASCIA ON 2X4 O .. GARAGE.. -- I -39.4 I a r I 1X8HARDIAFARA OR SX2 N _ 1. WINDOWS DOOR, SHUTTERS AND ALL COMPONENTS SHALL BE DESIGNED 1X8 HARDI-FASCIA ON .- SINGLE ZX6.SUB-FASCIA �, N N I � I I AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 13-1/2' 266g I - 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. 16' I I PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN HARDIBOARD SOLID SOFFITS '� 8'-Q" 11'_0" 26'-8" I - INSTALLED PER MANUFACTURERS e I I PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON ZX PRESSUE TREATED SPECIFCATIONS L- - - - - BUCKS,', AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS C MASTER BATH o Gas Tanktess HAN Heater OTHERWISE NOTED. SOFFIT DETAIL FOR ZONE 4 & , -1 SCALE: 3/4" = P - to N - _y 3014 3014 GENERAL NOTES BEDROOM 1 +37.9 +3z9 �, __41.1 _4I.1 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF 2"x4" PE -ENGINEERED e I 3066 LQ THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS WOOD TRUSSES ON 24" 3' 3" - ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER CENTERS -6,-O„ B / IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS _M q1� �.%'-8+r . 4.'-8'l _ PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY �s�i2Zl®1►.'+!3:!I®Ir�s°_+�i2.���!i!i���`�i` I�I��i�C�1YrA�3a�il-�■I i 3014 +. 3060 l Egli 41 F sORUH + R F CORD WITH THE SIXTH EDITION OF THE (2017) FLORIDA BUILDING CODE, ACI318 NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND - ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN 1"x3" FURRING @ SPACING THIS BODY OF WORK ;; -ATTACHED TO TRUSSES. W/ (2) 8d - 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH. ALL LAWS, ,' NAILS (ADD BLOCKING 2' O.C. AS ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF NEEDED) THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE 1"x3" @ 15" O.C. FOR ZONE "4" _ LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING -A HARDIBOARD SOLID SOFFITS INN' @ 12" O.C. FOR ZONE "5" - BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL INSTALLED PER MANUFACTURERS - - - - - - - - - - - - - - - - - - - - - - - - CONDITIONED VOLUME 3,594 sq.ft. RESPONSIBILITY FOR THIS PROJECT FROM THE ENGSPECIFCATIONS INEE O RE CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. PORCH CEILING DETAIL 9 e CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY A A A A 27 -O, 4. ITO F THECONTRACTOR LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SCALE: 3/4" = 1' 9-4 9-4 9-4 17 -S 2$'-O" SUCH THERE NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING n - FROM. 72'-8n No. i ' DATE DESCRIPTION TO DD N. SMITH, PE INNC 1717 INDIAN RIVER BLVD. STE 302 VE R 0 BEACH, Fi . 32960 P h . 7 (72) 559 - 36 9 9 HO RB A.0 Z RESIDENCE �� N & NOTES ' ]' 4 9 2 0 C O N LE Y P L. F' O R T P I E F� C E F' L. 3 4 9 51 copy to all documents M. Smith, which aeor the document of Todd idto P.E. a vested sclel ti Todd N Smith, PE. these documents are provided to the owner n with In other use or reuse x these nts or m repro the n, dispt. dAnyocuments documents or any reproduction, deploy, sale, or other deposition of these documents Paauments by anyone a expresslyDIMENSION rohi>ited without consent of Todd N. Smith, P.E. pursuant to the Federal @ 2019, T Law Q 2015, TODD N. SMITH, P.E. NOT VALID WITH _ �-M' `- I(34XPRE AND THE ORIGINAL INK AL'` ( tQRI[�yA LICENSED e � i ENGINEER + � No.a2os2 + -�,; pr :#- .. i A 1=(1G `' i� t. P' '� ` ii ;APR !) 8 202� :, � ��` � DRAWN LID LID 4-8-20 PER ST. LUCIE COUNTY COMMENT LETTER �Er�� - DATE . 2 MAR. 2020 SCALE 4" =1'-O" 1 / - SHEET '2 TO DD N. SMITH, IIP...lt1?#42082 .toa s 20021 - ■ --- _ 10'-0" CANT. TRUSS BR�GAR -- — -- II -- ---- — — — — — WIN. ---- -- � ----- --- � IIII IIII-- III II I Illj IIIIL�—y�-------------- LEFT ELEVATION REAR ELEVATION SCALE: 1 /4" 1'-0 FRONT ELEVATION il� I II IIII IIII�II l�ff�fr..�,.,. c ,rrll( III ',I �l i� 11 .�h1�1 I� ' i I � II I III �II ��f117n.� F-1 k I I EL 57:59 I I RIGHT ELEVATION -- 1 �4" - 1'-0" '1`YPICAL COLUMNS SHALL HAVE (2) #5 HOOK BARS INTO PRECAST LINTEL 8F16-1B-2T TYP, 81`16-18-2T TYP. BOTHWAYS REVIEWED FOk PILASTER SHALL HOOK BAR INTO pAOE COMPLI LINTEL ST. LUCIE COL,, 25" MIN. 25" MIN. BAR LAP BAR LAP I3OCC EXTERIOR MASONRY BLOCK TYPICAL COLUMNS SHALL BE 8" X WALL W/ (1) #5 BAR 16" PILASTER FILLED W/ 3000 PSI VERTICAL IN FILLED CELL CONCRETE & (4) #5 BARS TYPICAL COLUMNS SHALL HAVE (1) #5 DOWELS (4) #5 DOWELS „T SLAB REINFORCEMENT PER SPECS. 25 MIN. 25" MIN. BAR LAPBAR LAP CONCRETE SLAB (3) #5 REBARS VERIFY FOOTING SIZE I PER SPECS. CONTINUOUS ON FOUNDATION PLAN L FINISHED FLOOR Ito .T a / • ,..,. ..._ . .. ,•, .. .._ •: VAPOR BARRIER PER SPECS COMPACTED FILL VERIFY FOOTING SIZE PER SPECS. TERMNt TREATEDEb ON FOUNDATION PLAN FI LL' PORCH C ETAIL A -A PORCH DETAIL_ B-B SCALE: N.T.S: SCALE: N.T.S. NOT VALID WITHOU �� • �� AND THE DRANTI LD Title to all documents m Smith, bear the - OR ORIGINAL ESIGNED copyright ht of Todd it Sni.E. P.E.P.E: Is vested _I INAL INK SEAL OF F DA LICENSED TODD N. SMITH, INC. HORB Z RAJ IDEN E documents re provide P o these ENGINEER LID JJLL JYL 6f Y�JI" L 1 �.J LLJJ RESIDENCE VV \./ o. � �• document con e. provided to the owner TN S 1717 IND AN RIVER BLVD. STE '302 salel other use orn use thls ra ePt DHEGKED Any ents use or reuse of these VERO BEACH FL. 32960 ELEVATIONS VATIO NS documents reproduction, expion, tlis AT OF f prohibited twthoutpc consent oftTodd N. .4�^^10,.-, �`.. A� MAR. 2020 documents by anyone is expressly C.+rt N0. DATE DESCRIPTION P h. O 5 5 g— 3 6 g g Copyright P.E. pursuant to the Federal /� s L ' �R'..1 6 2020 'SCALE 1 /4 =1 -0„ 4920 CONL,�EX PL., FORT PIERCE, FL. 34L05� DaPYright law. , �� 1 N © 2019, TODD N. SMITH, P.E. �� �IVA' iSHEET 3 TODD N. SMITH, P.E. #42082 aos p 20021 CLIMATIC AND GIIEOGRAPHIC DESIGN CRITERIA CLOUD WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SPEED TOPOGRAPHIC SPECIAL WIND WIND -BOURNE WEATHERING FROST LINE TERMITE SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD mph EFFECTS REGION DEBRIS ZONE CATGORY DEPTH TEMP REQUIRED INDEX TEMP NA 170 NA / (FLAT) NA YES NA NEGLIGIBLE NA VERY N/A N/A N/A HEAVY STRAP AND TIEDOWN SCHEDULE UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING AO1G 491/1975/840 METAi6, 2xHETA16 NIA A02 215/913/489 META16 NIA A03 199/886/497 META16 NIA A04 W169 162/871/501 META16 NIA A05 149/828/513 METAi6 NIA A06 413/138/846 METAi6 NIA A07 159/816/421 META16 NIA A08G 2, 17, 26, 14 185/664/757/110 META16 NIA A09 2, 19, 14, 11 177/753/708/149 METAi6 NIA A10 2, 20, 14, 12 183/750/679/140 METAi6 NIA All 2, 20, 14, 12 200/728/678/110 METAi6 NIA Al2 2, 21, 14, 12 169/783/589/126 META16 NIA A13 2, 21, 14, 12 180/772/572/144 METAi6 MIA AI4 2, 20, 13, 12 170/785/575/139 METAi6 NIA A15 2 1 21 1 14 147/807/625 METAi6 NIA A16 2, 14, 19, 12 132/700/814/222 META16 NIA A17 2, 13, 19, 11 128/741/844/333 META16 WA A18 2, 14, 21, 11 191/768/847/336 META16 NIA A19 2, 25, 17, 14 1 417/992/650/205 META16 NIA A20G 17 9 2789/2194 VGT NIA B0lG 2 9 874/874 META16 NIA B02 2 8 508/509 META16 NIA B03 2 7 508/508 METAi6 NIA 804 2 11 446/446 METAi6 NIA B05 11 2 350/449 METAi6 NIA B06 12 2 339/441 META16 HUS26 807 11 2 343/432 META16 HUS26 BOB 1 11 2 345/430 METAi6 HUS26 609 10 2 347/428 METAi6 HUS26 B10 11 2 345/430 META16 HUS26 ell Il 2 343/432 METAi6 HUS26 812 10 2 342/434 META16 HUS26 B13 e 2 404/495 METAi6 HUS26 B14 e 2 402/496 META16 HUS26 B15G 10 2 691/841 META16 HUS26 MV2 1 2 13/32 NIA * VTCR MV4 1 3 44/49 NIA * VTCR MVG 1 4 5 1 9/53/167 NIA * VTCR MV8 1 4 5 11/55/158 NIA * VTCR MV10 1 4 5 14/66/214 NIA * VTCR MV12 1 4 5 18/80/262 NIA * VTCR MV14 6 7 218/210 NIA * VTCR ZCJI 3 2 4 3/181/18 META16 - LS30 TOP &BOTT. ZCJ3 3 2 43/147 META16 — LS30 TOP &BOTT. ZCJ5 3 2 91/157 META16 — LS30 TOP &BOTT. ZEJ2 3 2 32/147 META16 — LS30 TOP &BOTT. ZEJ3 3 2 53/148 METAi6 - LS30 TOP ZEJ6 3 2 137/173 META16 - L930TOP ZEJ7 3 2 140/174 META16 - LS30 TOP ZHJ2 3 2 40/214 META16 — LS30 TOP &LTWA26 ZHJ3 3 2 80/218 META16 — LS30 TOP &LTMA26 ZHJ6 4 2 6 103/292/63 METAi6 - LS30 TOP &LTKV26 ZHJ7 1 4 1 2 1 6 101/295/66 METAi6 — LS30 TOP &LTHJA26 ALL CONNECTOR'S SPEIFIED ARE "SIMPSON STRONG -TIE COMPANY" TRUSS CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ' VTCR CONNECTIONS SHALL BE AT EVERY BEARING POINT VERIFY CANT. OR HURRICANE STRAP PER TABLE - TRUSS - SEE ELEVATIONS B 24 GA. EDGE-LOC 1.0 TRUSS BEARING SEE ELEVATIONS FOR BEAM HGT. 3/4" FASCIA OVER 2"x4" — W/ AL. DRIP EDGE CONTINOUOS VENTED SOFFIT CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. — VERTICAL REBAR IN CONIC. FILLED CELLS PER SPECS. — (SEE FOUND. & FLOOR PLAN) FINISHED FLOOR 0'-0" A.F.F. VERIFY FOOTING SIZE ON FOUNDATION PLAN SINGLE ST 12 5� F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T ` QUANITY OF #5 REBAR AT TOP OF LINTEL NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. "' (1) REQUIRED :3— —1 1/2" COVER = CMU LINTELS SHALL HAVE A i MINIMUM 4" BEARING ON EACH END i GROUT o �OF LINTEL CAVITY IN LINTEL (VARIES) NOMfNAL LINTEL INFORMATION NOTE: ALL LINTEL TO 8F16-1B/iT UNLESS NOTED OTHERWISE 1. GARAGE HEADER TO BE SF-16-16/lT CEILING ' SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2' ORYWALL ON EACH SIDE OF WALLS 2X4 STUD INON @ 4 O.C.BEARING FRAMED WALL SINGLE 2X4 PT BOTTOM PLATE W/ Bd CASE HARDENED CONCRETE NAILS @ LB' O.C. SLAB 2X4 NON -BEARING SCALE: 1/4" = V-0" , w .z —a WINDOW OPENING IN MASONRY WALL FA?r q F MASONRY WINDOW/DOOR BUCK ATTACHMENT 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). ~-FOAM INSULATION CEILING SHIM AS NEEDED BOARD DOUBLE 2X4 TOP \� FOR LEVEL CLG. PLATE NAILED TO 2'-2X12 #2 TRUSSES 1-16d 5 8" GYPSUM BOARD ON TRUSSES / SYP HEADER NAIL PER TRUSS LINTEL BLOCK TIE BEAM OVER DOOR W/ 1-#5 CONT. EACH COURSE 1/2" DRYWALL 1/2" DRYWALL MIN. 1/2" GYPSUM BOARD FI-FOIL INSULATION R-4.1 2X4 STUD WALL @ 16" 1x2 P.T. FURRING PER SPECS. O.C. W/ SPH4 @ 4' SLAB REINFORCEMENT PER SPECS. O.C. TOP & BOTTOM CONCRETE SLAB PER SPECS. Rll INSULATION SINGLE 2X4 PT BOTTOM PLATE W/ Bd CASE .`..i': •.."; .t_''� HARDENED 1/2' J—BOLT DR NAILS @ 18" ANCHOR BOLTS O.C. @ 24' O.C. W/ 3' WASHERS VAPOR BARRIER PER SPECS.SLAB _ ONCRETE \� COMPACTED FILL PER SPECS. TYPICAL WALL SECTION NEW SCALE: N.T.S. 2X4 GARAGE WALL SECTION SCALE: 1/4" = 1'-0" 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 1-112". THIS ELIMINATES THE SLACK IN THE STRAP TO - ROOF SHEATHING TRUSS CONNECTION. TRUSS 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. MISSED STRAP CONNECTION SCALE: N.T.S. TOP CORD OF TRUSS SIMPSON 'VTCR' 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 @ T 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 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. 1X 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 1/2" 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 WALL 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 EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR 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 IA 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 Y," P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1 ," EMBEDMENT AT SPACING SPECIFIED BY N.O.A. Dr1FTR RACK TNSTAI I ATTON SAMF AS WTNDOW WTTHONT 511 I 1/2" )-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 T4T1/2" BOLTS REQUIRED REFE TT GARAGE DOOR MANUFACTURER FOR BOLT i. a - OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL FASTEN 2X P.T. TO UNDERSIDE OF LINTEL AS PER SCHEDULE; — NAIL 2X FRAMING TO THIS TAPCONNED 2X W/ 10d @ 30" O.C. BEYOND OPENING, FASTEN 2X TO BLOCK AS PER SCHEDULE. I/I FASTEN 2X P.T. MEMBER TO MASONRY AS FOLLOWS: FILLED CELLS & LINTEL: 1/4" X 4" TAPCONS @ 18" O.C. HOLLOW CELLS: I/4' X 4" TAPCONS @ 12' D.C. NAIL OTHER REQUIRED FRAMING TO TAPCONNED 2X'S W/ 10d NAILS @ 12' O.C. STAGGERED. WRAP FRAMING W/ 1/2" COX PLYWOOD NAIL W/ Ed NAILS @ 12" O.G. ON ALL EDGES FRAMING DETAIL FOR POCKET SLIDING GLASS DOORS WALL SUPPORT WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I I I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH SLOPE). NAIL WITH 3-16d NAILS PER ENDI I I HIP CATS SHALL BE I I I I CONTINUODUS TO RIDGE W/ I I 1 1 (2) 16d NAILS PER END HIP TRUSS (HT) I 1 I I HIP GIRDER I I r TRUSS (HGT) I I \ I I I I I 1 1 I I I i - N N V In i 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/ Top _L"HIP JACK TRUSS (HJT) CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM JACK TRUSS CONNECTION @ LATERAL RESISTANCE OF 108 Ibs. HIP AND GIRDER TRUSSES WOOD STUCCO SPECIFICATIONS 1. SPECIFICATIONS FOR APPLICATION OF PORTLAND CEMENT BASED STUCCO, ADDITIVES, METAL LATH AND STUCCO TERMINATION AND JOINT ACCESSORIES SHALL CONFORM TO REQUIREMENTS IN FLORIDA BUILDING CODE, LATEST EDITION, SECTION 2512, EXTERIOR PLASTER AND MEET ALL REQUIREMENTS OF ASTM CIO 3, LATEST EDITION. 2. USE PORTLAND CEMENT BASED STUCCO SPECIFICATIONS FOR BASE COATS AND FINISH COAT APPLICATION AND FOR CURING, AND USE MANUFACTURER SPECIFICATIONS FOR LATH, BONDING AGENT, AND STUCCO WATERPROOFING PRODUCTS APPLICATION. 3. EXTERIOR WALLS OF F RAME CONSTRUCTION THAT ARE TO RECEIVE STUCCO SHALL BE PROVIDED WITH A WARM RESISTIVE BARRIER COMPLYING WITH ASTM D226 TYPE 1, PREFERABLY CARLISLE CCW705 PEEL AND STICK ATTACHED TO THE SHEATHING WITH THE REQUIRED FLASHING AS DESCRIBED IN NOTE 6 OF THE EXTERIOR WOOD WALL CONSTRUCTION SPECIFICATIONS. 4. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO CONSISTING OF TWO (2) LAYERS OF AN APPROVED WATER RESISTANT BARRIER. THE FIRST LAYER IS PROVIDED AGAINST THE SHEATHING AS DISCUSSED IN NOTE (3.) ABOVE AND THE SECOND LAYER IS ACHIEVED WITH TYVEK STUCCO WRAP. 5. PAPER BACKED "TILATH" DIAMOND MESH SELF -FURRED LATH (TYPE 2.5 LBS. AS MANUFACTURED BY THE ALABAMA METAL INDUSTRIES CORPORATION) MEETING FEDERAL SPECIFICATION U-13-790A FOR THE PAPER MAY ALSO BE INSTALLED IN LIEU OF SEPARATE WATER RESISTANT BARRIER AND LATH. "TILATH" APPLIED WITH 16 GAUGE STAINLESS STEEL STAPLES, WITH MINIMUM 3/4" PENETRATION INTO FRAMING, 6" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY. LEAVE A 1/8" SPACE AT PANEL EDGE AND END JOINTS TO ALLOW FOR EXPANSION. 6. CONTROL JOINT PLACEMENT IS ALWAYS REQUIRED AT THE JUNCTURE OF DISSIMILAR TYPES OF WALLS. 7. PORTLAND CEMENT BASED STUCCO SHALL BE APPLIED IN A 3 COAT METHOD FOLLOWING ASTM C926 TO A NOMINAL 3/4" THICKNESS. BASE COAT STUCCO, SHALL BE APPLIED TO COVER LATH AND CROSS RAKED TO PROVIDE AN ADEQUATE KEY FOR THE BROWN COAT. SCRATCH COAT SHALL SET AT LEAST TWO (2) DAYS BEFORE THE APPLICATION OF BROWN COAT OR AS SPECIFIED BY MANUFACTURER. BROWN COAT SHALL CURE AT LEAST THREE (3) DAYS BEFORE APPLICATION OF FINISH COAT OR AS SPECIFIED BY MANUFACTURER. FINISH COAT STUCCO SHALL BE APPLIED TO A NOMINAL 1/8" MINIMUM AND FLOATED OR TEXTURED AS DESIRED. STUCCO PRIMER SHALL BE APPLIED BETWEEN ALL COATS 8. . PROVIDE CORNER BEAD REINFORCEMENT. 9. A MINIMUM .019 INCH, 26 GAGE, CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4" ABOVE THE EARTH OF 2" ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE OF THE WEEP SCREED. STUCCO JOINTS: 1. PROVIDE TWO PIECE EXPANSION JOINTS IN THE STUCCO SYSTEM WHERE BUILDING MOVEMENT IS ANTICIPATED: AT JOINTS IN THE SUBSTRATE CONSTRUCTION, WHERE THE SYSTEM IS TO BE INSTALLED OVER DISSIMILAR CONSTRUCTION OR SUBSTRATES, AT CHANGES IN BUILDING HEIGHT, AT FLOOR LINES, AT COLUMNS AND CANTILEVER AREAS. 2. PROVIDE ONE PIECE EXPANSION JOINTS EVERY 144 SF CUT AND WIRE TIE LATH TO THE EXPANSION JOINT ACCESSORY SO LATH IS DISCONTINUOUS BENEATH THE ACCESSORY. DO NOT EXCEED LENGTH TO WIDTH OF 2-1/2" TO 1 IN EXPANSION JOINT LAYOUT AND DO NOT EXCEED MORE THAN 18 FEET IN ANY DIRECTION WITHOUT AN EXPANSION JOINT. WHERE CASING BEAD IS USED BACK TO BACK AS THE EXPANSION JOINT, BACK THE JOINT WITH BARRIER MEMBRANE. 3. PROVIDE ONE PIECE EXPANSION JOINTS AT THROUGH WALL PENETRATIONS, FOR EXAMPLE, ABOVE AND. BELOW DOORS AND WINDOWS. 4. PROVIDE MINIMUM 3/8" WIDE JOINTS WHERE THE SYSTEM ABUTS WINDOWS, DOORS AND OTHER THROUGH WALL PENETRATIONS. S. PROVIDE APPROPRIATE ACCESSORIES AT STUCO TERMINATIONS AND JOINTS. 6. PROVIDE APPROPRIATE SEALANT AT STUCCO TERMINATIONS. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC M aLE COPY NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN LD TODD N. SMITH, PE, INC. HORBAC2 RESIDENCE T��toall TodoN.Smit,ehbhbear the ORIGINAL INK SEAL OF A FLORIDA LICENSED ScopyrightTof T�ml. Smith, PZ. Is vested DESIGNED LD document. are provided to the owner ENGINEERsGta 1717 INDIAN RIVER BLVD. STE 302 VP ((y�/& Any hcoreor usewith thlepraJeat. cHE Eo TNs T 1 1 . DETAILS T .A. I L s lJ�, N O T s Any other her di reuse of These l� 0 V E R 0 BEACH , F L. 3 2 9 6 0 documents or any reproduction, display, 4-8-20 PER ST. LUCIE COUNTY COMMENT LETTER ;.It or other disposition of these /� OAS MAR. 2020 Documents by anyone s expressly �� i��.�` / �7 /�C rah, PE. without consent of Todd N. _mill G 11 SCALE SHOWN Smith, PE. pursuant to the Federal LNO. DATE DESCRIPTION Ph. (772) 559-3699 4920 CONLEY PL. , FORT PIERCE, FL. 34951 ®2019 TDDON.BNITH,PE. HOC-:. )�_T IjHB P ., 42082 SHEET 5 20021 oNqL ENGR..; `:� �rrhL I nI\L31 72'-8" I\ /i - — — — — — — — — - — — — — ---�-- o 1--------- �\ // I----- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - ��-- \ N — - - --- - - IT- -- ._ _ - - - - - - - .... - - - - - - - - - - - - - - - - - _ - - - _ _ _ - -. _. _ - J� - .... �.._. _..� -. � - _ _ - AFCI I I\ 44'-8" \ \ 218 f0" I I o 0 I o I \ I \ PORCH 44'-0" x 11'-4" / \ \ \ \ � � \ \ Attic trusses � I rd. I I 8068 ll \ \ 8'-O \ l \ \ I 0 30114n 3014 vm wa r/ 3030 I I W I I - ICV FCI FCI ® ® FCI \ 14' i Qven .� �� / / II -8" 1� t 9'-10 1 /4" 12'-3 3/4" \- - 0 t ® I A Kitchen To JBU k4 az=OFCO �, GFCI o L M. Bedroom �} td \� Great Room 0 I " 3 \ M n.. /b I 5 3� 2 m I 2668 I 1A' 011 I 18-0 I / I MAST ATH / I 3068 / I dr------- W ® I Stair Access I o LAUNIRY / — - 6 x1 T-6 1ss — \ \ III N IiIII -1 ®4666�r,_H / \ \ I I I d' 068 Garage I \ I I I \ I I 1'-0 \ 26'-8" \ AFCI Gas Tankless H/W Heater \ \ Bedrm \ 3014 AWN 3014 AWN \ I \--------------- — ---- _.a S. a. \ 4'-8" 17'-8" 4'-8" / 3014 AWN 3014 AWN / I' /3050 3058 FCI � I 3050\ � --- _ _ _ _ _ _ _ _ _ _ _ _ _- _ _ _ 1- n 1 7 8 6 4 6 -4" — —\7 -8" , I REVIEWED FOR 2'-8° T-8" 7'-4 CODE COMPLIANCE f r /// Porch ST: LUCIE COUNTY BOCC I / - - \ I -----9'-4!--- �f Date: 12/II/19 17'-8" 14'-0" 14'-0Y1 27'-0" 72'-8"- FILE COPY 5hcd Flo. WARNING* -THIS IS A PLACEMEMT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW -SEE FINAL EMGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE 8IIlLL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG -TIE NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR I CATALOG N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. FAE-1 44' 8" 28' 0" �— co In (0 M <— _ U W LL W W W N N N N N N 777 J1 7 CJ1 o CJ J3 ti J5 CJ 0 01 b B02 o !g CDB03 r 11 0 -0 It4i 8�s el}I N M V (0 CO O O N M d' (0 I` DO O .. .�:,,. _.._.e�,.n�.,.�,:1 ,. .. .��.. F3f"tv 4._.v d 1 .... _.___ . m_ _ ._..... , - ... .. U U U o 0 0 0 0 0 Q 0 a 0 a o Q f ¢ a ¢ Q a a a a ¢ Q CEILING (}°i�l i o B04 Q a Q a Q Z J1 > X. 1 .,, b -- B05 Z J3 ' , 10„ , > o B05 71 0, OD OI, 0„ DII 0„ nII J 10" , 0" l 0„ 10„ 10„ 10„ 0„ 0„ 0„ 0" 0„ 0 Z J5 o B05 J7 OD b B05 101 011 .... ____ J7 C LIN o B05 J7 j ! o B05 0 US26 ; LO J7 U 0 o B06 Q US26 077 C) 607 10' 0" HUS26 J7 CE LIN u. b 1 ofill - .. ,."608 0 0 V HUS26 - (co u. J7 o B09 HUS26 v710 J7 HUS26 rt - J7 } 0 B11 HUS26 J7 ED B12 EJ7 HUS26 _.. lm .... 10'-011 o B 13 a M2 EJ7 HUS26 CEILING B14 J o EJ7 HUS26 15 EJ7 CJ N C EJ7 0 101 Off EJ7 CE LIN C 1 F � J 5 M � (0 M M M CO (0 -� (0 (0 � (0 (0 � M -� w w w w w w w w w w U U ZEJ J3 EJ o Zo J1 \ EJ EJ 1 M � ZE IN IN r-4 3' 4" 10, 0II 6 1 „ o J CE LIN EJ ZD Zo J C 1 njIN M U U i IN 17' 8" 28' 0" 27' 0" 72, 8„ KEV ltrrry TEFL PE #42082E 10'-0" BEAM HEIGHT Indicates Lef t End Of Truss On Layout & Engineering Sheets Manuel Martin REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY' ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS 5CT T_ 4— O BEAST COAST TRUSS N 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 0) 14 OFFICE.: (772) 466-2480 FAX: (772)466-5336 Co Digitally signed by Manuel Martinez Date: 2020.02.17 0IT", 8;56-05'00' BOCC SfWAL • 40M SB SS 28 5D 3D X SC A4DE DF 796B EO F9 Ibu ue<nnwarvawnromµay u$nen ran seHaeei uadual frtmmar +[iK.i,C NOYEU}+M ihtrtr9teatiawn+lU+a+ala6i lfLl..1 9YrtMAttQiOidEMXdl a w0.e xmauil 44Old Ox am an SNaiu;dMYf[uAeprAxaSG+tiHx, xv w+daa m>araiaxvcnu: FILE COPY USTOMER:Dave Golden Homes DB NAME: Horbacz Res. DDRESSA920 Conley PI. ITY/COUNTY:Fort Pierce/St. Lucie # J39198 DEL:Model Q FT 3613 ATE 02/17/20 = 61GISS-31.003 (3) (ll), CAST COAST TRUSS is d,e "'truss Design Engineer" Trusses ere designed I..rerordnnce mill, 1Be Rl., da Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: ODE = FBC 2017/TP12014 ASCE 7-10 ESIGN CRITERIA =C&C Hybrid MWFRS CCUPANCY CATEGORY= II XPOSURE = C WF SPEED =160 UILDING TYPE =ENCLOSED EAN HEIGHT: 15.00 FLOOR: DUR FACTOR=I.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0710.070.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0)10.050.0710.0 *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 Vr LII I IVIVV I V I—Cf I LVVI\ 11\VVVLV 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 A LL 0 LILI U) LLI Z � U) LLI v /) 'L'U^ VJ 0 07 O Z 0 ST BE SET WITH A SPREADER BAR. THE V READER BAR SHOULD BE AT LEAST 1/2 J IN LENGTH AS THE SPAN OF THE TRUSS Q ING SET. \ EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. O 0 ALL BEAMS BY BUILDER 0. NOTE: TRUSSES DO NOT 0. SUPPORT ANY PLANT SHELVES _0e IN"V IVa Va.V 2- MAR 16 202Q 3 O 4-i 6- 0) M TRUSS PLACEMENT PLAN 11 if Designed By: LM