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HomeMy WebLinkAboutCONSTRUCTION SET PAGE 1-17SITE SEN@HftIARK , '. •PNd IMC .� EL -8 48 N A,V D 88_,_ i ° N 'y� u, 1! �a.'N'(P8L) "A _879DB" �1) N89°20'49'E(P) ra i s ° 3._ a •° N .1157287 55 1\ E. �880306 89 - ` N66°O7 25PE 7 96' TO c,c c [. •° ° SR m •v._....__ �.�, ___ _ -.... MEASLREp, AT 90` > 1 1 °\ N'$ppa � ', LOT ra i � �°i NM°�O✓ VICINITY y�� 7�� „ ' "q°. at o<P BLOCK A Y I11I1°l ITY SYdA K w ' a `d QUEENS ISLAND PRESERVE f*= ddFV1 .. £ t EXISTING 70 a ° ! MULTI -STORY P.B. W, PAGE (OCCUPIED) ! Dtl•' >k F ESE. 1NC6' 9.1' s ki 2 r s r ( 1 s OF. - t ♦ a o I� 1yy 1� t MH.W.L. E p [ t .50 P AAA BA6L /062. PER P..Y50, 9 4 �4gKigd 01 3. ,P y / '�i e ✓ y BEACH ACCESS EASEMENT L.B.E.� 1 P.B. 60, PAGE PB. C,PG.4 ei 8 P I < In 4 G W' y B. D..E:,. ° S� LOT 5 r\\\\ PG.4� \ \ F44 a � . v 30' 60' 90, 120' ¢ ;,a P1,4_ , --- � Graphic Scale e „ , iP h t s 461}' ,;2 i° Jy°, f r/ r ° ` LOT 4 yL n .w ° o ', ................. _. _. yul 1 PARCEL P�iAI' wM �.... P. PB 60,1 4 a Y l jC) ° < ° l ((/4j 1 \\ L i i VT t a � � r ii \ .N+7FP Y s q 5, y P.0, 60, PG 4 �� W'A_ 5' U.E. v' g PROJEgT- PARCEL �"�� ��`\- � REMOV UEGf; AT N AS NECE ARY TO CRt:ATEl' m >oo� �•„ h� ,. WIDE SA C}. PA ,hJ EACH ACCE ) AT EXISITNG. G DE zp3y "F' 'y. a `v xys ° •,;.` �p5f1 p ,.� PS,` _....--_DENSE SEASAre.- kREQUIR S ITT NAL (SEPARA ) APPROVA F ;s - v ,<,-- f ARLa c ST,. LUCIE OLIN Y ANNING N,566c i rve 4 t " - - ,DENSE SIAGAPE .-_. :5 S 4, -... f ° m zz 1 , - k £I , Is 'i a N89°20'49"EP 424':43'PdC o ��11 'z oo nn nn/� c� nn���T t 2. N66°21'55"E 42 t4 \ . PW t ,,.`.. 0 ° 'a '... o �'FND P3Z"_..._- N89°21'05"Et ( ) u �P _ 3'�., L��.HCH Mlr ` JJ EA <E IY! r 321'IC) .h \.'. n9 y:. MEASURED AT 90° ® a,�� 3 i °.h B4431.-+......•..n. ..� z Ury e, > `EXTENT W. .`. t° EAS Ep ACCES BACH ROPOSED. HABITA E cANlav,zMr5 71 m m N iP CONSTRUCTION y r o'Z ✓ 8560 PGA n; P t �- c^.,,I,-..gl '' t °� ,.im �C N LOT 1BLOCK A Z 1 ° �vs,'4• y,'� N✓� '�, �m ffiLAND PRESERVE L, `,� ° s i'N�✓2 �+ (n ',P. B. KD'PACE 4 e, � ° W�.. tA6RASi TN acREs469 SITEDATA SWE(VACAAszAREA j Q 'X ti ,,: �x CON AREA � PROJECT NAME: ACQUAVSTA LOT 1 GRAPe? STREET ADDRESS: 4410 North AiA; FORT PIERCE 34949 T i wY `sy70. PROPERTY OWNER: VENETIAN ADMINISTRATION LLC ,L' P°Kr �.-- - f _ I. 20 K40' Li;P \- // _ 736' f1 �... x (APPLICANT) 7400 W FLAGLER STREET ��. 5s.0 • Pdc .,�� , ' Nzz•33 55 w >9 s.E. B 60, P$"4° " 2: ,n �, 220 05'(Pdc) MIAMI, FL 33144-2402 589°20'49"w(P) 3 . 2'(P,M,&c) --- -- "� a Ut"rl fQ� -� .._. t ..�N. Si" 9°21' W(M) R9 BB'(PdL) £gg v $ _ ENGINEER: DAVID S. KNIGHT, P.E. r1;'K �.:.' �•S ...., (AUTHORIZED AGENT) KNIGHT, MCGUIRE & ASSOCIATES, INC. IIt M7 -- r ' g ,,a Is' 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 FN6WAO UNPLATTED ) T5M 4971" wm S =' �o.. PARAGON CONDOMINIUM vo 5ITE BENCHMARK )• <f O.R. BOOK 1025, PG. 1559 �± SEC -TOWNSHIP -RANGE: SECTION 14, TOWNSHIP 34, RANGE 40E l0000•� z a N.1156B09.22 'BB TAX PARCEL NO(S).: 1414-704=000E-000-9 N E 8804668E ' _ IRA p c N N N66°51 25 E 48.98' f TOC.CCL MEA5URED AT 9C' ZONING: HIRD (North Hutchinson Island) £ a PROPOSED USE: SINGLE FAMILY RESIDENCE .1y` ANNebl GROSS SITE AREA: 0.80 AC (34,848 sf) 8Y PROPOSED BUILDING AREA: 8,055 SF (buildable area) LEGAL DESCRIPTION - �' -�t C.uCie County FLOOD ZONE: AO (depth 1) & AO (depth 2) PER ' F.I.R.M. MAP 12111CO093 J, DATED I', LOT 1, QUEENS ISLAND PRESER E, ACCORDING TO THE MAP OR PLAT r FEBRUARY 16, 2012 THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE 5, PUBLIC RECORDS OF -,;,g - ' l - b5qc�, ST. LUCIE COUNTY, FLORIDA. $mO�VCNF THESE PUNS 1i,.)r� ALL PRnp A n X A' ND ST I LUCIE BUILDING COUNTY SEWER: FORT PIERCE UTILITIES SAID PARCEL CONTAINING 0.80 ACRES, MORE OR LESS. Q� '(EN �S�D W�'�( BUILDJNG ply(gION 1i �NR° E� * ARE SUBJECT'CO ANY CORRECTIONS f REVIEWED WATER SERVICE: FORT PIERCE UTILITIES ...AS STATED IN THE CERTIFIED SURVEY FROM VELCON ENGINEERING \� ,, ��° REP' '�fiEQUIRED BY FIti;LD INSPECTORS THAT RevlEweFOR COMPLI c LAND USE L-1 �*� �. r4 MAY BE 1NECESSARY IN ORDER TO DATE SETBACKS REQUIRED_ PROPOSED COMPLY WITH ALL APPLICABLE CODE�.� P NSA ORE T FRONT 25' SPECIAL ' MUST BE n� SIDE 7.5' 7.50' (NORTH) t°�, NO INSPECTIO (, . ' OR 7.67' (SOUTH) nAVE CONSTRUCTION SCHEDULE: 09/18 begin 11/19 complete NOMEMNINNUM CONCULED FASTEIvERS OR ATTACHMENTS ARE THE REzGOfIS161LITY OF THE,, CONTh ETOROFacCpG� FILOIF-A_ SPY THE DRAWINGS ARE THE » PROPERTY OF THE ENGINEER. WHETHER THE KNIGHT, MCGUIRE & ASSOCIATES, INC. � DATE: DAT�EJ:I PROJECT N0. hi 05 REVISED per COMMENTS from SEC dated 02-21-19 03-07-19 PMP DSK ARE FOR WHICH ED O I - QUAVISTA -LOT 1 1I�R. 1,2 2043 ARE MADE IS EXECUTED OR 1 S-O22 a 04 PER FDEP APPROVED PLANS DATE -STAMPED OCTOBER 19, 2018 01-24-19 PMP PMP NOT COPY ORrUSE FOR KMA' CONSULTING ENGINEERS AND PLANNERS A� HORIZONTAL CONTROL PLAN - SHEET �ERa EAC SINGLE FAMILY RESIDENCE °' 03 REVISED PER email FROM FDEP DATED 10-03-18 10-15-18 PMP DSK PERMITTED ONLY BY 80 ROYAL PALM POINTE; SUITE 401 VERO BEACH, FL 32960 Coastal Construction Setbacks WRITTEN CONTRACT WITH s THE UNAUTHORIZED USE WILL PHONE; (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com ST. LUCIE COUNTY FL. ENGINEER. NI E 0 01 REVISED PER COMMENTS FROM FDEP DATED 08-09-18 OS-14-18 PMP AS NOTED THWILL' • O MARK REVISION I DATE BY DATE 06-26-201 B eo PROSECUTED PURLAWSUANT ' CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 Scott B. McGuire, P.E. David S. Knight, P.E. 1 of5 ____ _ Fl. Reg No. 39573 Fl• Reg No. 41060 c• co •+ 05 u 04 03 02 01 MARK PSM 4971°> ..13 -C`M /24' F . .per <�c N O � COR p FNdPK&D ,7 'PSM4971 mN SITE BENCHMARK p. �`e1'• EL:551'N.A.V.D.'88 N.:1156809.22 I^ a w EA80466.82 N66-51'25"E 48.98' S MEASURED AT 900 '1 GENERAL NOTES 1.) A 4'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED ENTIRELY ACROSS OCEANSIDE EDGE OF THE CONSTRUCTION .SITE AS SHOWN IN PLAN. 2.) THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3.) AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN UNDISTURBED (EXCEPT THE REMOVAL OF EXOTIC PEPPERS AND AUSTRALIAN PINES). 4.) THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED SEA TURTLE PROTECTION PLAN. 5.) ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE AND COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE. 6.) FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 2.0 FEET AND SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX. DRY DENSITY. 7.) ALL CONSTRUCTION AND DESIGN SHALL BE IN COMPLIANCE WITH F.D.E.P COASTAL PERMIT, ST LUCIE COUNTY CODES & ORDINANCES, AND THE FBC 2017. REVISED per COMMENTS from SLC dated 02-21-19 PER FDEP APPROVED PLANS DATE -STAMPED OCTOBER 18, 2018 REVISED PER email FROM FDEP DATED 10-03-18 REVISED PER email FROM FDEP DATED 09-26-18 REVISED PER COMMENTS FROM FDEP DATED 08-09-18 REVISION y'� ° ^ti 3 Z ss s nlo' zr 3 Sys y� 00 v�., �. ,tip+, � *" t•3 � o o o o o ✓� 7 Z DENSE SEAGAPE bR OVE. EGETATION AS NECE RY TO CREATE.^A "1 1 st AREA �'^'�� 2' IDE ND PATH (BEACH ACC S) AT EXISITNG ? , 4� -�,•. GRA E EQUIRES ADDITIONAL (SE RATE) '4• SE EAGAPE o ^> APP VAL ROM ST. LUCIE COUNTY P NNING. 3Z AR --' N89020'49"E(P) 424�,43'(P&C) `• �' 3 z ( ) u N89°21'05"E(M e a ROP S� 3' BEA H ACCES EASEMENT; `FNDIR&L-,---..--- 9aE .^. ., ,�� � e. E�., a; E. �. O1 � `''a 1' C a, J' v219 44'(P&Ca) A.E. a° 39.66 (P4C) B A.E. a, BAH 7. a ,„ PR1PO D 3' BEACH A�CESS E EMENT i1' w r ``0 'ro01 PROPOSED- AGE N o 9� s CANOPY LIMITS 2 Lowest, FLoor ® °�0(TY3 y 10. ti N.0 N.A.V.D. (be ow) woy A e ooZ !.69 ° "30 N � tp PROP�SED'',, RESI ,N LOT 1 Zm'. .,} ��? Y� m�O �.a No Finish hook El w�� BLOCK A ao24;00 N.A,V.p. ( CCU CAI, ISLAND PRESERVE ' °�� ,� t o `Av N' ( P.B. 60, PAGE 4 { gam' u+ f ELEVATED OOL ACRES = 0. 9 u �o THIS AREA l s A u �t, o & PATIO tiDEK 2.0 �! S ° _ _� SEA GAPE ® 23.�� N.A. , ,vca. .DENSE SEAGAPE All NSE ° `� AREA J ATION GRAPE)' ESTABLISIR''J `�.......�.. `", so a \ wp: .._ - _--TRUOTURE °ti �G, GNP 3y B"L,DING LINE s N223355W 4t220.05'(P$1A9.88'(P&C) u= �°'" � t C) .^ o 0/ 589°20'49"W(P) 43 .02'(P,M,&C) 5 k, ti y 1°i 2N 589021' 'W(M) EQUIPMENT @p4 p N, 16 N.A.V.D. lt�, U''�o'. —� ....... .... __ ,b O 0 ^ UNPLATTED 0\ _ PARAGON CONDOMINIUM 1025,P r0 r- Site Plan with Drainage - O.R. BOOK 1025, PG. 1559� „ I t awe e Scale: 1 = 20' N SEA TURTLE PROTECTION NOTES 1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO OCTOBER 31) 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURI G CONSTRUCTION. 4.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPRO ED AND STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE. 5.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% LIGHT TRANSMITTANCE LEVEL. 03-07-19 PMP PMP DSK THE PROPERTYINGS OF THEE THE ENGINEER. WHETHER THE PROJECT FOR WHICH THEY 01-24-19 PMP PMP ARE MADE IS EXECUTED OR NOT, COPY OR USE FOR 10-15-18 PMP DSK OTHER PROJECTS IS PERMITTED ONLY BY 09-28-18 PMP BY DATE AS NOTED 06-26-2018 WRITTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL BE THEE COPYRIGHT rows T 08-14-18 DATE in Graphic Scale x 0 TE Longitudinal Building Section A -A LEGEND 11.3 Scale: 1" = 20' PROPOSED ELEVATIONS (NAVD 88 DATUM) KNIGHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 100-Year Storm Considerations GOVERNING RANGE MONUMENT R016 (St. Lucie County) 100—YEAR STORM ELEVATION 16.41' N.A.V.D. 100—YEAR STORM DESIGN GRADE 1.21' NANO. I LOWEST STRUCTURAL HORIZONTAL MEMBER ALLOWED 16.41' N.A.V.D. PROPOSED APPROX. 21.5' N.A.V.D. MINIMUM FINISH FLOOR ELEVATION 18.5' N.A.V.D. PROPOSED FINISH FLOOR ELEVATION 24.0' N.A.V.D. MAJOR HABITABLE STRUCTURE TO BE PILING SUPPORTED. au•I ALL CONSTRUCTION BELOW LSHS ELEVATION 16.41' novd SHALL BE BREAKAWY DESIGN. ACQUAVISTA - LOT I SINGLE FAMILY RESIDENCE ST. LUCIE COUNTY, FL. SITE PLAN Building Sections EXISTING ELEVATIONS (NAVD 88 DATUM) -A" DRAINAGE FLOW ARROW FRANGIBLE, PERVIOUS BRICK PAVERS (OR FRANGIBLE CONCRETE, SAW CUT ® 5' O.C.) PROPOSED FILL FDEP SCOUR ZONE N-- �11.0� CONTOUR & ELEVATION _.J 1 0 — DRAIN & PIPE A A f SECTION LINE --- -- CONSTRUCTION FENCING I DATE: DA AH � 1 7019 � PROJECT 0220. 1 SHEET 'I Scott B. McGuire, P.E. David S. Knight, P.E. 2of5 s Fl. Ree No. 39573 Fl. Re¢ No. 41060 m✓ m q r J_ C _.---_ _ ___ DE A APE _._.._. ✓ -_ N END IR S S A ARE 1 N.".1156809.22 Wes\ c' t NISE o PACAPE 35 EA80466.82 A' 2 ( ) 2 N66021'55"E 42.14' N' A131.a N89 20'49'EP 424.43 P&C 3_ c w Sap N89 21 05 E(M)., aA.E a TO C.C.C.L. ® . ,�, IA FNDIR&C"",�--..4nE .^--^ "` `L , MEASURED AT90° 9 6 E. �' 165.30' M 118.0T P$C LB 4431 .. du)...:., a .IJ: d..'4:.. , ,,.. .. ..Pi 3 ... .. .:, L{1iBAE :Lh,.,I ..N n.. 1� $ r£_ ,V BAE. NO ID 47.2T P&C .,D BAE A.S. t3' t~ O D `, lk, °\'- vU ✓'^.'^"'�'1. .�.. ^:, m m oh O m , . 4 � , J v ' t �tAyj 1. 4S .� 7 -.a . -- " w. s- CANOPY LIMITS � r v.-. � 8' q'o typ awry t g 4, ` ., (TYP,j n 34 c �\ ! , d sWp CT YA u. ❑ „y'�. `,�'�.. �a.a -1� Wti, ��` Ah R "`-�41 a �SiP s i _. o Y S p' 5' U.E. � � �, �� 1'+lti , r � `�s a. o a �, y � °130o ° ° 00 �° �F❑ r w� ti� LOT 1 ZR ° y 3s u A ° n'w �j N BLOCK A < z 0 2 tS `.�. tea'..... Z h rs 'b '1-` <>.S^ q ° <T ✓ T mo u� A O - � -�T 1T1'f N QUEENS ISLAND PRESERVE 1a" < :> ° ° a. ° q W� ° ,. ° ti. A ✓ $ ° a � w J;.,r r1 1( 1 i.- a P.B: b0 PAGE 4 i °`iy � �, 6 p r" c D �a' SF = 34�4�56 F G2F y _- SEAGRASS IN! Ip m L, (0 Iy, ACRES = 0,71 }' i4 �O HIS AREA �` c� `n `r �• "t - •O ¢: p every ,. i ' t. '' i ' u �'1+ .y1 ) a� � V „` 01 9G, .L (1 � ^i i t �.- ° ,., o'ti.- 1 \ "�''�' ti ^- 7 kP o"°r' ti 0' 10' (� ,J VACA � 10 . ^ 4ti 2nd step --� ,.�� AREA "\, ^o .o %z y r DE APE ----__�.. � N5E SEAG - ��^---`-� LL -{✓ WM LIFT u." �' i _...-,: VEC '... .-__._.----'-.'.' .,J% � ..., -_._.._._.-.._,_ •L . d 6'W O r STATION %ELp i` , t >z sC 1C 1� ` s0 . m S _ .: Lr. m 20'X40'CLF ... r,� ._ (. __. .. _... ,� ° pH 0 LS.E. ° ' �. oe D N22 33 55'W 1 h o� b `b 9� A3.88'(P&C) a9 1 r P.B,.60, PG. 4 ; a -�-�.. �.:. ,} t.. �/ 220.05'(P&C) g, .., `�`. ° °, `� - 53.01' P&C .:z --`-- _ D/ PK&D PSM 4971\ N &c) ,_ D/DM 589°20'49"W(P) 43 .02'(PAAC) u A m o U v 589°21' 'W(M) b 13 9 Z �H c+ -. '� R. - T o ' WW. .', 0 t .n IV /24* Np f, IV n. p QB e;"" -_ ems' o pO �0 o 2 p 6 .<VA a N, 1T i !L O GJ �`- tx ^� yy / COR OrO N ��tW - ©SRCH' ° °o S o'ti ° CI0 � 6 Z FIND PK&D UNPLATTED y0 L ° "P5M 4971" w ° ---° PARAGON CONDOMINIUM SITE BENCHMARK O (- N 9�A O.R. BOOK 1025, PG. 1559 EL 5.51' N.A.V.D.'88 s. `✓ 100.00, Z 2 N 1156809.22 ✓ , n ' — ✓. � C OOI,ACG 07 ,� ,,,R FM1�6 ....yi t. A. �31(e iY Ne,:G it: ✓ FND IR d'- N.:1156809.22 C% E.:880466.82 ZN66021' 55"E 42.14' �` a TO C.C.C.L. O a MEASURED AT 90° 47.271 (W) o 0. M A 313 o •s 5' U.E. 2 P.B. 60, PG. 4 O CP / N CID ' (r O C> N !Z W 0. 0 fp Cn ¢° N� WM LIFT kP IRR STATION QELP ���m wv0 ■ 20' X40' 6' CLF W 0 L.S.E. P.B. 601 PG. 4 53.01 ' (P& Cr r_n -P- ,C,. First Story Lighting Plan Scale: 1 " = 10' 165.30' (M) 118.071 Mo Ground Lighting Plan Scale: 1 " = 20' SENSE > EAGAPE AR N89 ° 20' 49"E(P) 424.43' (W) I C THE DRAWINGS ARE THE PROPERTYOF THE ENGINEER. WHETHER THE PROJECT FOR WHICH THEY -r KNIGHT, McGUIRE & ASSOCIATES, INC. EDSK E ARE MADE IS EXECUTED OR ° C PMP NGT DOPY DR USE EGR KM,A CONSULTING ENGINEERS AND PLANNERS OTHER PROJECTS IS - �z PER FDEP APPROVED PLANS DATE -STAMPED OCTOBER 18, 2018 01-24-19 PMP DSK PERMITTED ONLY BY WRITTEN veRO BeACIV 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 1� - CONTRACT WITH THE ENGINEER. ; FMARK REVISED PER email FROM FDEP DATED 10-03-18 10-15-18 PMP AS NOTED 0 UNAUTHORIZED USE WILL >" PI -[ONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com BE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS. : : : CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 REVISION DATE BY DATE 06-26-2018 every step ENE "EG TA T IOl (SEGRAPE1 17 J 10, 20' 30' 40' Graphic Scale ACQUAVISTA - LOT 1 SINGLE FAMILY RESIDENCE ST. LUCIE COUNTY, FL. 7.36' N22 ° 33' 55"W LIGHTING KEY 3PU 0, 9 10 Gluphr_ Scale � SYMBOL FIXTURE QUANTIn BULB MOUNT HEIGHT COMMENTS RECESSED 18 WATT CEILING VARIES INTERIOR BLACK BAFFLES OCEILING 7 LED MOUNTED 12' max. WILDLIFE CERT. NO. A LIGHT (AMBER) (recessed) ABOVE F.F. 2012-041 a SHIELDED WALL 7 18 WATT LED LL(1ST B' ABOVE GRADE WITH TURTLE INSERT WILDLIFE CERT. NO. B MOUNTED FLOOR) SCONCE (AMBER) FIRST FLOOR ONLY 2007-030 WALL 5 WATT LED STEP MAX IF ON PERIMETER OF POOL l.• �� MOUNTED 12 (AMBER) MOUNTED HEIGHT '.2" DECK, MUST BE MOUNTED DIRECTED AWAY FROM BEACH STEP LIGHT (recessed) ABOVE F.F. CERT. NO. 2008 007 PATH POLE LIGHTING 10 LED MOUNTED GRADE WILDLIFE CERT. NO. (AMBER) 2010-014 E POOL 1 3 WATT LED UNDERWATER 24"t BELOW WATER WITH TURTLE INSERT WILDLIFE CERT. NO. LIGHT (AMBER) S L, RfACE ' 2012-001 F 18 WATT WALL LANDWARD SIDE OF WALL MOUNT 4 LED MOUNTED 8 E PROERTY o O ENTRY LIGHT (AMBER) (flush) GRADE FE CERTLYNO. 2016-036 G WALL 3 WATT LED WALL MAX MAY BE USED IN PLACE OF MOUNTED OPTIONAL (AMBER) MOUNTED HEIGHT 12' "C" TYPE LIGHTING STEP LIGHT (recessed) ABOVE F.F. CERT. NO, 2013-020 REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES ALL LIGHTING SHALL BE PLACED TO AVOID SIGHTS FROM BEACH FOR SEA TURTLE PROTECTION SEA TURTLE PROTECTION NOTES 1,) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO OCTOBER 31) 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3.) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE PRIMARY DUNE, 4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING CONSTRUCTION. 5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE - 6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% LIGHT TRANSMITTANCE LEVE'_. Landscape & Ground Floor First Story Lighting Plans DATE: DATE, AN 2_ LLw'1: PROJECT N 18-022 SHEET Scott B. McGuire, P.E. David S. Knight, P.E. 3of4 FI. Reg No. 39573 FL Reg No. 41060 Proposed Lighting Elevation - West Face Scale: 1" =10' 14' DO �1 O o Q III th F 165.30' B B sed Lighting Elevation - North F Scale: 1" =10' 118.07' 47.27' (P&C) (� �o NO SECOND HABITABLE FLOOR M EXTERIOR LIGHTING IS INDICATEID FOR 0 THIS DESIGN. ALL LIGHTING 30' o Q ASSOCIATED WITH EXTERIOR BALCONY c3� SLIDING GLASS DOORS ON THE EAST S FACE OF THE SECOND HABITABLE C' FLOOR HAS BEEN REMOVED AS SPECIFICLY REQUESTED BY THE FDEP FOR THE PURPOSE OF PROTECTION OF FLORIDA WILDLIFE (SEA TURT ES). IF WM LIFT IRRD<0 STATION OE w SV/�0 20'X40' I 6' CLF L.S.E. P.B. 60, P6. 4 53.01 " 1 n n 0 L North ace -.__--------- - - - -, ENSE EAAPE A ' Second Story Lighting Plan Scale: 1 " = 10' FND IPW BA E. — "LB 4431" tailPi�r,`lit li�i 3 nt {„je I North sed Lighting Elevation - East Face ZNLAC i I DENSE VEGETATIQ (SEA€SAPE'j Scale: 1'" =10' L� i N89 ° 20' 49"E(P) 424.43' (P&C) N89021' 05"E(M) " B.A.E. -. B.A.E. B.A.E. 7.36' N22°33'55"W 0' 5' 10, iIL Graphic Scale fE B.A.E. — • Scale: I" =10' LiLyhtinLy Elevation - South Face LIGHTING KEY SYMBOL FIXTURE QUANTIn BULB MOUNT HEIGHT COMMENTS RECESSED 18 WATT CEILING VARIES INTERIOR BLACK BAFFLES O CEILING 7 LED MOUNTED 12' max. WILDLIFE CERT. NO. A LIGHT (AMBER) (recessed) ABOVE F.F. 2012-041 SHIELDED 18 WATT 8' ABOVE GRADE WITH TURTLE INSERT O B WALL 7 LED WALL MOUNTED (1ST FLOOR) WILDLIFE CERT. NO. SCONCE (AMBER) FIRST FLOOR ONLY 2007-030 WALL STEP IF ON PERIMETER OF POOL C }� MOUNTED 12 5 WATT LED MOUNTED MAX DECK, MUST BE MOUNTED STEP LIGHT (AMBER) (recessed) HEIGHT 12" DIRECTED AWAY FROM BEACH ABOVE F.F. CERT. NO. 2008-007 5 WATT 18' ABOVE LIGHT DIRECTED DOWNWARD D PATH 10 LED POLE GRADE WILDLIFE CERT. NO. ��i LIGHTING (AMBER) MOUNTED 2010-014 CC L POOL T 3 WATT LED UNDERWATER 24"f BELOW WATER WITH TURTLE INSERT WILDLIFE CERT. NO. LIGHT (AMBER) 2012-001 SURFACE F 18 WATT WALL LANDWARD SIDE OF WALL MOUNT 4 LED MOUNTED 8' ABOVE PROPERTY ONLY — ❑� ENTRY LIGHT (AMBER) (flush) GRADE WILDLIFE CERT. NO. 2016-036 G WALL 3 WATT LED WALL MAX MAY BE USED IN PLACE OF MOUNTED OPTIONAL (AMBER) MOUNTED HEIGHT 12" "C" TYPE LIGHTING STEP LIGHT (recessed) ABOVE F.F. CERT. N0. 2013 020 REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES ALL LIGHTING SHALL BE PLACED TO AVOID SIGHTS FROM BEACH FOR SEA TURTLE PROTECTION SEA TURTLE PROTECTION NOTES 1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO OCTOBER 31) 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3,) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE PRIMARY DUNE. 4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING CONSTRUCTION. 5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND [STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE. 6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% LIGHT TRANSMITTANCE LEVEL. DSK PMP 04 PER EDER APPROVED PLANS DATE —STAMPED OCTOBER 18, 2018 01-24-19 PMP DSK 03 REVISED PER email FROM FDEP DATED 10-03-18 10-15-18 PMP AS NOTED MARK REVISION DATE BY DATE 06-26-2018 THE DRAWINGS ARE THE PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR USE FOR KI OTHER PROJECTS IS - P PERMITTED ONLY BY WRITTEN CONTRACT WITH ' THE ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED PURSUANT n Tur lro1a111r ewc KNIGHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 D- PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KniahtMcGuire.com OERTIFICATE OF AUTHORIZATION NUMBER - 00006335 ACQUAVISTA - LOT 1 SINGLE FAMILY RESIDENCE ST. LVCIE COUNTY, FL. Second Floor Lighting Plan Lighting Elevations DATE: HATE: I PROJECT NO. l b 019`: 18-022 Y� SHEET Ilk Scott B. McGuire, P.E. David S. Knight, P.E. 4of4 Fl. Rea No. 39573 El. Rea No. 41060 IVU 1R �. N C' N.:1156809.22 .i C� py� E.:880466.82 b . Z N66°21'55"E 42.14' .� a� �' TO C.C.C.L. O a MEASURED AT 90° r 0, r L 165.30 (M) 118.07 (P&C D/ No ID\\7.271(P&C) e. yp�, v •�� ° O' e un, - . y.. - -a , A � ENE EAAE AR -1' N89 ° 20' 491E(P) 424.. 43' (P&C) `' N89 21 05 E(M) `�� 'FN0 IR&C —___ AE BAE B.A.E. _BAE - ._.-..� .. " LB 443111 !1tira."�ti ,. ait ya{se, �gealt7,gdF••W f — NATIVE PLANTS'_ as necessary NOPY Ull I. I ti " !if�vAIVE DUIPLANTINGS • North -�.- ° �n�T P1CAt FOR ALL ' CrDISTURBED AREAS ✓� ° ° ° SEAWARQ OF THE /c NSERVATIOM_(GQCL)LINE. LOT 1 N, (P BLOCK A �o QUEENS ISLAND PRESERVE �-' P. B. 60 PAGE 4 NATIVE PLA,NtSS l as necessary SF. = 34,456 ACRES = 0.79 f J (VACANT) refer to NXTIVLVEGETATION' ° LL --=J PROTECTION REQUIREMENTSDEN below for acceptable Tr ilacemen,4' VE -- rnate�ials [note (,c)r] ( r„"'r�ir lr tr4r ALL E EVATIONS DEPICTED HEREON EFERENCE NAVD 198$ , 13 .0. Z �` c' " , C• N ;1 /24" < � -W � 0 B � LANDS CAPE PLAN R Q33 2( �,� 2 .�_� A Scale: 1 " — 1 0' � l i_I_Jcc ,, 0 p < n ALL/COR Q� }! Planter Edging Detail Plant List Pavers ad'acent to LandscaP a reas LEGEND - INTERLOCKING PAVERS: Paver Systems or equal. PAVER UNIT PATTERN NOTES (color, mix, direction, etc.) APPIAN-STONE herringbone color -TBD by owner 1 Native Vegetation Protection Requirements. (All work shall meet the following native vegetation 2" Mulc 2" min. protection requirements) (a) Landscape plants shall be installed in a way that minimizes impacts to existing native salt -tolerant vegetation. Finished Grade (b) Any native salt -tolerant vegetation destroyed during construction shall be replaced with plants of the GENERAL NOTES: AFTER Plant Installation Troweled contra a same species or with other native salt -tolerant vegetation suitable for beach and dune stabilization. • For complete Installation & Specification details of pavers contact Paver Systems by Old Castle or equal. edge restraint to be (ss1>s44-szoz (c) All plants installed in beach and coastal areas used to replace vegetation displaced, damaged, or 6" max positioned starti g destroyed ri • To maintain color consistency, pavers must be installed from several cubes at a time, working NOTE: Top of mulch to be set 2 inches halfway down side y during construction or otherwise shall be of species native to Florida beaches and dunes in vertically through the cube instead of layer by layer. This will ensure subtle blending of any below finished grade of pavers. of pavers, 6" don that part of the state, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay minor color variations between the cubes & 6" out. eordgrass, seashore saltgrass, and railroad vine. Perimeter to be full paver soldier course (minimal cuts) Edge of concrete so have smooth flat vertical edge abutting pavers �oi ever, CW NTS (d) Landscaping activities shall be limited to 10 feet seaward of the authorized structure. No landscaping activity or other removal of native vegetation shall occur seaward of this point. (e) Planting of invasive nuisance plants, such as listed in the Florida Exotic Pest Plant Council's 2007 List of Invasive Plant Species (published Fall 2007), shall not occur if the planting will result in removal or destruction of existing dune -stabilizing native vegetation or if the planting is to occur on or seaward of the dune system. The 2007 List of Invasive Plant Species (published Fall 2007) is incorporated by reference. Copies of this document may be obtained by writing to the Department of Environmental Protection, For complete Installation &Speciflcationdetails of pavers contact Paver Systems by Old Castle orequal. Bureau of Beaches and Coastal Systems, MS 300, 3900 Commonwealth Blvd., Tallahassee, FL PROPOSED DECORATIVE CONCRETE PAVERS DETAIL 32399-3000; or at the following web site: www.dep.state.fl.us/beaches. Palm Planting Detail Tree Stakes are to be removed between 6-12 months NITS by the Owner. Cut fronds and (� bud to increase /)n survival of free. Tree Planting Detail Tree Stakes are to be removed between 6-12 months by the Owner. NTE NATIVE PLANTS as necessary 7.36' f— N22°33'55"W ND/CM Illid? rT s cS. 589 ° 20' 49"W(P) 43 .02' (P, M, 589021'QV'W(M) fro 0 `o 0 Z,� min Label Key Oty. Scientific\Common Name I Ht. Remarks Plantln Native �ole 9nt Remarks eursera simaruba Gumbo Limbo 12' min specimen tree 4.5' min. Yes Yes v avg. mature h wdth 40135 L.V. 2 Ouercus virginiarl I Z mm specimen tree 6' min. Yes Ycs Live Oak a y . mature h Vwdth 60/40 O C.P.3 0 x3 Sabal Palmetto 12' min. min. 6' c.t. , full booted trunk n/a Yes Yes Cabbage Palm avg. mature h t wdth 40110 all 5 Total Trees - 100016 native and drought tolerant y Label Key Ol Scientific\Common Name Ht. Remarks Native Drought Remanrks y Tolerant B.W. 4 Conocarpus erectus G' min. specimen tree, 1.5" dia. @ 6"above grade Yes Yes i Buttonwood avg. mature hgVwdth 20/10 F.S. 2 Sapindus saponagna 6' min. specimen tree, 1.5" dia. La)6"above grade yes Yes Florida Soa berr t/ avel. mature h wdth 25/15 v WM-2 3 M, r co ifera Wax M cerrtle 36" min. planted at min. 30" o.c Yes Yes G Total Understory Trees - 100%native and drought tolerant ❑ Label Key 01I Scientific\Common Name I Ht. Remarks Native Drought Tolerant VI. ® 32 Viburnum suspensum Viburnum 24" planted at min. 30" o. c. Yes No 3 L W.M. 12 M rico cerifera Wax Myrtle 18" planted at min. 30" Cl YES Ycs D.Y.H. 0 25 I.iex vomitoria 'Nana' Dwarf Yau on Fr 18" planted at min. 30" o.c. Ycs Yes 48 Total Shrubs -100% native and 48% drought tolerant — 11 Shrub & Groundcover Planting Detail J Note: All Shrubs And Groundcover Shall Be Triangular NTS 0 Spaced Along Straight Edges And Will Be Planted In Parallel Rows Along Curved Edges. Key Oty I Scientific\Common Name Remarks Native Drought Tolerant Baha! Sod Yes. Yes IAiilai1,11100 Muhlenber is ca illaris Muhl Grass p I al. planted at I O' o.c. in landscaped areas not sodded Yes Yes r' i, iiS,10 �i"y {;(IL;IIihE E`�11 Eucalyptus Mulch 3" thick layer in landscaped areas not sodded n/ ,a h1a DUNE PLANTS AS NECESSARY- REFER TO NOTES FOR SPECIES YES YES Edge Pavement, Curb Notes or Redlili ne Place (3) 2 x 4'c, equally All proposed plant material shall be Fla. #1 or better. (Fla. No. 1 as defined by Grades and Standards for around tree Secure wl Remove burlap from f d Nursery Stock 2nd Edition: Feb. 1998 or latest edition) steel wire strapping Apply Burlap only where Place (3) 2 x 4's, equally top of football "' u Apply burlap only where wood is in eontaeng wood is in contact wl tree, ro minimize around tree Construct saucer to V G.w� 3" Mulch a v+ o All new landscape areas shall be provided 100 /o coverage automatic irrigation system as approved by County ttree, to minimize staining trunk. staining trunk. Secure w/ Steel Wire Strapping � (stain 4" Earthen Saucer �• „ &DEP. (Temporary only within dune areas) za' Radius. of Rootball `,``. Prepared Planting Construct saucer retain waterer Mulch 3" thick. Construct Saucer after 3" Deep Mulch, a watering in, 24" radius Stake: 2 x 2 PT Pine Soil Backflll �:'•r1" All new planting areas shall be free from shell rock, debris, weeds, etc. Backfll mix 2 x 4 Stake to retain water 2 x 4 Stake 24" Radius. Mulch 3" thick. - Call 48 hours Scarify Pit Bottom Contractor shall verify all final quantities in field under supervision of DEP field officer for limits of installation.. y q p erre �° dig IIII 1= Diameter of hole is to be 50h au IIII=IIII Root Barrier. —IIII=IIII IIII—I lar erthan diameter of root ball i " t'S the LOW! See plan for Iocait ifIIII_IIII —°I�liII=IIII IIII=_ IIII=IIII ll?! II = Backflll Contractor shall provide unit prices at time of bid. Contractor Shall be familiar w/ the Landscape code and shall —800-432-4770 applicable. IIII-IIII IIII IIII Diameter of hole is to be IIII—IIII — IIII= III=111�1111=101 —IIII€IIOIIII-ITII _ :, mix it I II' Ill, .;__I ,I'll comply with all of its applicable requirements. To be installed according [o = __ 5O®/p larger than diameter Backflll Mix =III II = =Diameter of Hole is t _II;I its, FPkL (305) 347-3900 e- manufacturer's specification. of root ball = be 3x larger than sunshine state One Call of Florida, Inc. Of All contractors working on the project shall be licensed and fully insured as required. M THE THE .� PROPERTY OFS THEE ENGINEER. WHETHER THE PROJECT WHICH - - ` KNIGHT McGUIRE & ASSOCIATES INC. �`r U77 m 1 DATE: DATE: �?7 '% �- �� PROJECT NO. DSK E FOR THEY ARE MADE IS EXECUTER OR > > V Ai�QIJA V IS 1 A — LOT 1 jY Shc:: / 18-022 c PMP o°HER PROJECTSsIS FOR K CONSULTING ENGINEERS AND PLANNERS LANDSCAPE = ,...•-+tl' PERMITTED _ vsROB c 1 SINGLE FAMILY RESIDENCE '� SHEET °' = 04 PER FDEP APPROVED PLANS DATE —STAMPED OCTOBEF 18, 2018 Oi-24-19 PMP DSK WRI7rErI=_o ONLYCONTRACT BY D NrLACT WITH , 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 �P DETAILS AIL) CX. LV OteS Notes _ 0 03 REVISED PER email FROM FDEP DATED 10-03=18 10-15-18 PMP AS NOTED UNAUTHORIZED USE wlu �-t � � PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com O T 7!� !� T 7 ST L CIE COUN COUNTY, FL. ^��' � - 0 BE PROSECUTED PURSUANT - . Scott B. McGuiie. P.E. David S. Knight, P.E. 51l MARK REVISION DATE BY DATE 06-26-2018 ro THE COPYRIGHT laws. t CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 FI. Rea No. 39573 Ft. Re No. 41060 \� \ }Tr91.M PALM \ 5' U.E. a `MP.B. 60, PG. 4 r T �a<°o \ o Zy -•N66°21'55"E 42.14 TO C.C.C.L. SUBJECT MAJESTIC WAY SITE REGAL ROAD x xc)L AP \ ° '\ \ LOCATION M xq1• \ \ ` t \ " ti°' \ \, \ \ NOT TO SCALE x 3 ry t \ A �'I A\ •\V •tih....�x xti�..,off `. b A '1 �yV \ x LOT � x� x� x m x q. \ xq \ xBLOCK A J \ �ti UFENS ISLAND PRESRVE 'ALa " x ` �...x�o o�;', �I xq xti 4 P.B. 60, PAGE 4 fU„�I p0 hleo-.. o� (VACANT) M V A Na� O V O tix •titit �x 0> , <>. tiOh - DENSE SEAGAPE w x� ;- 5' U.E. >\O \`` x x `•\\ \ AREA \ \ w�\ \;,,,. \ `• `, \. P.B. 60, PG. 4 O, rq• DENSE SEAGAPE ti0? ti, r \ 3.21'(C) A\ \ 0 o\m PAI.AA4 AREA... ° ' I' �At. iTq 1 `� x b , N89 2 '40E(P) 424.43'(P&C) x \ a =x '° ti tio. 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O b q o ✓ 1 1 Na, A j 7 3B' .yb ° x \ - iP V A `� c' , A ? Vm Oy ° A le oorER FORMBOAPO �ti. a QUEENS ISLAND PRESERVE �+ w b ti ti. r W A �` A \ �°✓ c F wa w c ' A P.B. 60, PAGE 4 r^• xq\x > ✓ x p c? titi'.. O. SF. = 34,456 •� ! A 10' w _ ` Oo2 SEAGRASb IN m "� O % WCP qy�-. �L -a\✓ rl \mc+0•N"c/ \ j in' w '0ix x1 ACRES=0.79 tib tcG' `'THIS AREA \ \ e; O• �A \ L$ m S ram• O .� U• !T - ` "1 < (VACANT) >{ • Sc<` `7. 4 10 '` 1 `. < I ' `9 \ dm •F \ 1.0' \ • N a •N A `Ti O \-A h b 9 S ti q w . "� /• 1 \, Np N o. �3 fe \ ,' - o v;� ,t 'O Na, / titi B,I,/'� NN ti / Op o O O'y y0 ,y0�, \ q. ti xti• x y° x x \o a' 2Q, / 'Y�' V5 7° �w�o x��r S o) '"�,y0�' O\ 00 DENSE SEAGAPE 'iu` O \ \ po i.T+w ✓ •0 4.6T i O O, O 9 • \ w ,-- \ , `� \\ N. 3.33, 9 ! , \. 1.0' \ 9q-q c / %� ym ,{ ;r r ------ — •oR`'wn-x O AREA .q•. q.. m. +�.� o- = K- -- w 3pg3 / N V`� �, IRRp� LEFT PALM �• o w`"1`'.. v i m cO DENSE ,x'� �, m ,1 \ e' T rl Z v m �� ✓ ,.. / I � ^A OL •o 'Pm. OD, >O y \• u�•Q oww� Z N pW�M S 1.•1� WJ' .STf,TiON QELP „ w, k \ V / O c A VEGETATIG'd O i- O. b t� r, OO (" lj T T M n a� { �:, .. - O ,• o -q O m c� 'ti _. _ \ 0. \. a .;p o` t O y ` i �O ■ Jl h�' (SEAGRAPE) '.t ✓ x O S ✓\ N '<' ti• o Z a ._ Off, �. .\ 0 1 \ m m w \ 20'X40' SV , 6' F.. W 30.38' I J ti N N✓ 7.36' N✓ h N3.88'(Pac) ' x o !L NO O �i \ <0 L.S.E. 1 1„ — 44.0' \ tib 21.33' ✓ 220.05' pw q' \ \ ', x 'b. .`� \ tin,• b• u• N22°33'5:."W ( ) S T �; r+ P.B. 60, PG.-4x h 173.09'(M) ! \, 1� y \ `�°- 120.08' P&L' °) v - o , u \ `. �q�` u� ✓ V A� ° - b 53.01' P&C IV \0- _ 3 }r O i a _ , FND CM No ID 589 20 49 W(P) 437.02 (P,M,&C) � m (b� b K iz �'x' ZNN °A 5 9°21'05"W(M) \ 1. aA\ 5000 ¢cp ix ''d a ,ti0 sa q.. �� '� - v.x .8i0 - .,,V y� \\ A , h -.. sw.: x_. x q \ 0' j \Ob O� ry0 h� . a n ..._ ..» - _. it - .. • '. �',19S,a •l,�..- / / - r 'i Z© \ xq. x \ x x \ )I M . q io —FNbPK&D �Ati 0 ^O o "PSM4971 10 --__ - x.. h! b SW COP,LOT I �� D� IT >j 3 9 UNPLATTED \ p�0 BLOCK CORNER \ °3� v— �\ PARAGON CONDOMINIUM 10 y\ y SITE BENCHMARK \ . y fib'" DOZ q� _ 8 ! , D C g N z I —t O.R. BOOK 1025, PG. 1559 m EL: 5.5V N.A.V.D.'88 \ s L` N.:1156809 22 NN° / N 9g0 Op O U, N ✓n E. 880466.82 - / '1 Lu I G 0. r N66051'25'E 48.98' / .. ��: TO C.C.C.L. . !L ,yti In ,p /L \ ✓,, MEASURED AT 900 11p 'o j / I 1 NGS CONTROL MONUMENT *NOTE* NGS CONTROL MONUMENT A-30(94-77) ARE FRFOOTEOM THE F A E TIES SHOWN HEREON N67°26'21"E ARE FROM THE FACE OF THE FOOTER. A-29(94-77) N:1150065.49' 0.34' N:1,147,644.03 E:882771.97' 1g 5, 6O• 3p3' 60 ' E:883,422.43 3 ABBREVIATIONS ASHP = ASPHALT O.R. = OFFICIAL RECORDS BM = BENCHMARK (P) = PLAT DISTANCE BST = BELLSOUTH TELEPHONE RI5ER PAVE. = PAVEMENT (C) = CALCULATED P.B. = PLAT BOOK C.C.C.L.= COASTAL CONSTRUCTION PG. = PAGE CONTROL LINE PK = PARKER KALON NAIL CE = COVERED ENTRY PK&D = PARKER KALON NAIL & DISK CTV = CABLE TV RISER P5M = PROFESSIONAL SURVEYOR & CL = CENTERLINE MAPPER CLF = CHAIN LINK FENCE R/W = RIGHT OF WAY CM = CONCRETE MONUMENT RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE 5F. = SQUARE FEET CONC.= CONCRETE 5.H.W.L. = SEASONAL HIGH WATER LINE E. = EA5TING TOE = TOE OF SLOPE EL - ELEVATION TOB = TOP OF BANK ELP = ELECTRIC PANEL TRAN. = TRANSFORMER EP = EDGE OF PAVEMENT TYP. = TYPICAL F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT FND. = FOUND VC = VALLEY CURB HC = HEADER CURB WM = WATER METER ID = IDENTIFICATION A = DELTA OF CURVE I.R. = IRON ROD R = RADIUS OF CURVE I.R.&C.= IRON ROD & CAP L = LENGTH OF CURVE LB = LICENSE BUSINESS s.o = PROPOSED GRADE L.B.E. = LANDSCAPE BUFFER EASEMENT L.S.C. = LIFT STATION EASEMENT = FLOW DIRECTION (M) = MEASURED DISTANCE M.H.W.L. = MEAN HIGH WATER LINE M.L.W.L. = MEAN LOW WATER LINE b-A N. = NORTHING {R'• = SPOT ELEVATION N.A.V.D. = NORTH AMERICAN VERTICAL DATUM NGS = NATIONAL GEODETIC SURVEY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM LEGEND POSTED SIGN TT = AT&T TELEPHONE RISER = LIGHT POLE = BELLSOUTH TELEPHONE MANHOLE 0 = WOOD POWER POLE © GREASE TRAP wPB O = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX ram = BACK -FLOW PREVENTOR DDCV r� = DOUBLE DETECTOR CHECK VALVE WM ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR wV = WATER VALVE F0 = FIRE INDICATOR POST = FIRE HYDRANT LC E0 = ELECTRIC METER co - • - CLEAN -OUT GV x = GAS VALVE E = CURB INLET TYPE 6 F17 = CATCH BASIN QS = SANITARY MANHOLE � = MITERED END SECTION = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE va = YARD DRAIN EO = ELECTRIC SERVICE BOX i1 = IRRIGATION VALVE ® = AIR RELEASE VALVE CV = IRRIGATION CONTROL VALVE Se = SANITARY VALVE +dry = 5'OT ELEVATION = FOUND MONUMENT (AS NOTED) EXISTING \ MULTI -STORY a STRUCTURE F.F.E.= \ 7.69' LEGAL DESCRIPTION: LOT 1, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4410 HIGHWAY A-1-A FT. PIERCE, FLORIDA CERTIFIED TO: VENETIAN ADMINISTRATION, LLC NOTES: 5UBJE,:T TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN ARE RELATED TO WEST LINE OF THE PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND RELATED TO NG5 VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD, PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 121100093J, DATED FEBRUARY 16, 2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PUBLIC WATER & SEWER AVAILABLE. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED. THE EXPECTED USE OF THE SURVEY AND MAP 1:5 RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18. FOOTER FORMBOARD SURVEY FIELD DATE: 06-04-19. C ` ROBERT F. KEMER50N PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 V `p , 0 Z tj 00 00 m H j J M WJp >� 1( 50 o Z co m CL, ,Ap1H ai Z Z F- U H �i 01 H N-lpf Z _ )' LLi H h 3 W�— Cfc V v ' O 5 w 3 Ic CL -� Z o) Z°C LUo CL ON~No 3 .V L o W r ' w U Z' J 1 :n i w IV ;LU J J N N0 V � IQa QUZL& m J Ln N 0 HN 0.ri OQ W Ui LL O D V �y Q Z ot 0 Q Q aZ Uj W` M0 W / RECE d'N 01 I IH z w z ¢ O � 0 o z z z X CL O'0er ¢ N O N N I— N o 0 ¢ a DRAWN BY: P.SUTHARD - APPROVED BY: R. KEMERSON - SCALE: 1" = 20' _ DATE: 5/24/18 FIELD BOOK/PAGES N/A NUMBER: CJOB 18-2061 SHEET: 1 OF 1 N:\Projects\2018\18-2061 Venetian Administration\18-2061 LOT 1 FORM.dwg, BNDY TOPO, 6/5/2019 11:58:26 AM, Velcon Eng & Surveyors, (772)879-0477 n \ /\ ` 5' U.E. \ P.B 60, PG. 4 a � / M SUBJECT M,AJE5TIC WAY SITE W Q CY REGAL ROAD \ CATION M -_ \ \ xq ��, q L AP a� tia Mq' Oo \" _ x i NOT TO SCALE x o \ o v \ w)n 5' U.E. MOe� V v� tio� A sW �V A , \� �+ P.B. 60, Pf•,;.4 V A ,03 M \ vv v /i c \ x.' xti ��\ hh b \ x�^ \ ✓ oh \ x / o \ xqy �ti �� LOT 2 M� r " " 45 / �i.' �G�, ,,Ay \ y o �' BLOCK A M , p <0 1 n M\ tioti, \'', qq tio` QUEENS ISLAND PRESERVE \ M + L.d+,' " x , PAGE 4 m \ p < o P:B. 60 E aah \,\ ,a v Tim; \ N ZO 3ti.,...b 00 p 'h .1 t'r \ 01, C9 (VACANT) a i, ` p ✓� \• . Q \ \ \ O 'A" 1 0 'i mp 3� \ y -N N ti ' b tin M 4oy h N m ' „' ,O x '' titi x \ /•yy Cp do - DENSE SEAGAPE r '.J '%!1' M AREAS fy ,FNDIR ,.�h \ 5' U.E. .' M, . \ .... A P.B. 60, PG. 4 O,i, \ N.:1156809.22 - - v ,� xq DENSE SEAGAPE ti0�' ■ 1 "� •` A O E.:880466.82 4TT ' \°-N66°21'55"E TO C.C.C.L. j MEASURED Al \ o \ a� 50 Q , •D r ` P.B�'60'�.PG 4 ° P \ ' \ -- 0 �� w �ZZO ems ° p tPA Q N q-A o p oG a O Z 2v ��w, Z,\� �p-A Z-A \ O an' a a \ 10o p0 \ S WM TO BE m\m pALNi 3. 42.14' ' . 'va.AN. \ Y. k b \, j AREA ti 21'(C) INLOEArED N q o. N89 20 S9'E(P) 424.43'(P&C) x� e y1. ;�° q� xti I, ` FND IR& ° N 9°21'05"E(M) -,y0 q� �� '\ z b 90° \, ; , .� .. . ,', E-��,'� "LB 4431" - \ \ '\ 39.66'(P�C) x 7 ✓ i 118.07'('AC) / \ \ 219.44'(P&C) q a �ry \:A,•.A ,.47 2T (P&C) ,� \ 165.3Q'(M):"-"` • �,a' 00 a..`✓.^ o' 11SETBACKDLINE rP O 9.0 , \ , 504.0' xr0 x''�W�W $•No i 8b' I PROPOSED w 0, 93 CONSERVATION \ y, N '•.•\ P Z •� . p �, •!L $ y'f Al PROPOSE PROPOSED �� GARAGE x 4 o12.0' 'I, EASEMENT 0` w, 'O •6' p • Al �\ PAL1 b 18' PAVER - ' %Sl 1' - FF6 9.00 N.A.V.D. �ti. 01 p�� o L'C o� .,� x ., titi' '1A-7 ti (NO RECORDING oh 9 . \> qq ti ,� '\ rD \ , p x , • N.o .,z +'ur .\ DRIVE \,, h` �'• A x'` x. x.10 ft O '`O� M x. q. x �;' ,`1.x \4: \,,,:` x ` c N?° \ x \N.od \No tPN A r A b q ti r� Z - A •,: T"q ti ..� xqh \ ~ IAVOAILABLEN a rq, x' %.p ,, \''\ \ .° \ W ✓ t x W ) LOT 1 � '" Nosw36.0 \q5 ZJW, x�� \ BLOCK tin, rtio 9G', r S \,, ✓� 0 w 7.3 \ \ r a nzp5 N QUEENS ISLAND PRESERVE $ y fir 1' 'r o ko �'°°� ,° m c '\ \ "b• IV tiq A�.,.. 6.0' PROPOSED wc''a: o`,. P.B. 60, PAGE 4 tn.• xq' x `(? R.�Ax x `$ x 2.6T SINGLE FAMILY N 23.50 p -- N 9�y, 1ti. O? 5F. = 34,456�s CP \ A n •n A RESIDENCE ' w m p `� x '��'% SEAGRA55 IN \ p• U N o 1 00 t ■ ACRES = 0.79 ti �, THIS AREA m �' o FFE- 24.00 N.A.V.D. i.. Zo r g9 c .a ) o' - �` s o '6 1� \ Q m , o m r \ N •e N G• �p ,n (VACANT) K 9� \. h N �✓ .\' ; ` ' •.': i ''', Z F ti ! '' N -! a Q <O .,, ,YOh -. Oa ti ,�O'Y ti0. \ Os Co N" •'� \ O x v 5.5' 4.67 O N✓ ti ti0' xq• x x S 2 r x G+.. \ '1, w \ ✓ •° '�. "' ti0' 6.0' '!, ' y '. s O' p x \ \ m Z . �= .9 C _ 8.9x 2,0' °' o; do p N DENSE SEAGAPE •✓ •� N \ N 9 . i'ij I„ r 3.33 .' N ,° m w .� ti x m O AREA q q• _. to ., \ O •� -WM -�' �..� go '., 1" o „q, POA"p� a yZm + k'. rn q. % w a Ly m O O IRR ST,4TION s d i ,, , q.✓�c+p x'` Q mr- v w� QELP Nis„ b y rn a , v D4'. I (� b "' �' :. p ' 12.3 O'.°p0 m ,,20'X40' SV.0 _. yV. 9" 25.73' \ I 6 ,V 9.0 `�. 44.0' :; 120 °' 21.3V DENSE \ L,S.E.-"'_.'F �a 4. C i VEGETATION `'r 7.36' , anv .5 x I. A' arkV'" 1�:.•0. .i a N22°33'5r^VV .i 220.05' P$C q`? �h.,, ` "; v}9.88'(P$C �0�', x �� '73 (* , ° (SEAGRAPE) ( ) _ ., 9 .- 53.01' P$C \U" �rv' - .,. e t u O• 7.5' BUILDING FND CM 589 20 49 W(P) 437.02 (P,M,&C) SETBACK LINE �rl.. 589021'05"W(M) \\ h �+ WN ..._ " V Q°�,(//�e xua , ( o ob n R3�y9`' q'Ltiga`'Ip xq� \ r^bA. \�tHa� xtih x 10 i i FIJD P,K$D / - ,, O PSM 4971 0 xq \ h^� SW COR LOT 10�0.�23�'� -- 9 -- - x UNPLATTED BLOCK CORNER \ N�1°3� lj - �' \ PARAGON CONDOMINIUM NOTES: LEGAL DESCRIPTION: SITE BENCHMARK / , w EL.=5.51' N.A.V.D.'88 \ N /fib-, qi 8 p" CURB ry ;I o N\ O.R. BOOK 1025, PG. 1559 SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF WAY, OR OTHER LOT 1, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 N\ N N.:1156809.22 / 9 '\' a N O �` °'°\ 'Oo RESTRICTIONS OF RECORD. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. N E 880466.82 �h W Lu NA\'o 13' N66°51'25"E 48.98' y, '.. nw / TO C.C.C.L. � � A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ADDRESS: 4410 HIGHWAY A-1-A � . ter. 3ti G ' N 'D 1 ✓ MEASURED AT 90° / / 1' i� 'gym FT. PIERCE m ,FLORIDA o BEARINGS SHOWN ARE RELATED TO WEST LINE OF THE PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF T. CERT:CFIED TO: VENETIAN ADMINISTRATION, LLC LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18 28'55 W. NGS CONTROL MONUMENT I LEGAL DESCRIPTION PROVIDED BY CLIENT. NG5 CONTROL MONUMENT A-30(94-77) A-29(94-77) N:1150065.49' N670.34' ELEVATIONS ARE IN FEET AND RELATED TO NG5 VERTICAL CONTROL POINT "N 633" t E:882771.97' 6 ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL N:1,147,64'•.03 e 3' �• E:883,422.43 19.5' 0- 30. ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED e ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD. Z11' EXISTING MULTI -STORY At. \ PROPERTY LIES IN F.I.R.M. ZONE X , WE (EL 14) , AO (DEPTH 1') AND AO (DEPTH L E G E N D STRUCTURE 2')", AS SHOWN ON PANEL 1211CO093J, DATED FEBRUARY 16, 2012. FLOOD ZONES f r ABBREVIATIONS 7.69' \ ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. ASHP = ASPHALT O.R, = OFFICIAL RECORDS = POSTED SIGN = AT&T TELEPHONE RI5ER v BM = BENCHMARK (P) = PLAT DISTANCE IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY BST = BELLSOUTH TELEPHONE RISER PAVE. = PAVEMENT = LIGHT POLE = BELL50UTH TELEPHONE MANHOLE PLAT BOOK MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT � 1_AR (C) =CALCULATED P.B. C.C.C.L: COASTAL CONSTRUCTION PG. = PAGE 3 = WOOD POWER POLE © = GREASE TRAP WRITTEN CONSENT OF THE SIGNING PARTY. CONTROL LINE PK = PARKER KALON NAIL TE CE = COVERED ENTRY PK&D = PARKER KALON NAIL & DISK wPB p TECH, CTV = CABLE TV RISER PSM = PROFESSIONAL SURVEYOR & ❑' = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS s,... . CL = CENTERLINE MAPPER BFP DDCV SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, I CLF = CHAIN LINK FENCE R/W = RIGHT OF WAY r'4-N = BACK -FLOW PREVENTOR r'4-ry = DOUBLE DETECTOR CHECK VALVE FLORIDA. CM = CONCRETE MONUMENT RCP = REINFORCED CONCRETE PIPE wM CMP = CORRUGATED METAL PIPE SF. = SQUARE FEET = WATER METER F � = FIRE DEPARTMENT CONECTOR CONC.= CONCRETE S.H.W.L. = SEASONAL HIGH WATER LINE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA E. = EASTING TOE = TOE OF SLOPE wV Alp LICENSED SURVEYOR AND MAPPER. EL = ELEVATION TOR = TOP OF BANK = WATER VALVE 0= FIRE INDICATOR POST ELP = ELECTRIC PANEL TRAN.= TRANSFORMER ELC EP = EDGE OF PAVEMENT TYP. = TYPICAL = FIRE HYDRANT 0 = ELECTRIC METER PUBLIC WATER & SEWER AVAILABLE. F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT Gv i FND. = FOUND VC = VALLEY CURB co = CLEAN -OUT = GAS VALVE BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS HC = HEADER CURB WM = WATER METER ID = IDENTIFICATION A = DELTA OF CURVE OTHERWISE NOTED. CURB INLET TYPE 6 I.R. = IRON ROD R = RADIUS OF CURVE E = = CATCH BASIN I.R.&C.= IRON ROD & CAP L = LENGTH OF CURVE LS = LICENSE BUSINESS y.o PROPOSED GRADE = SANITARY MANHOLE ® = MITERED END SECTION THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. L.B.E. = LANDSCAPE BUFFER EASEMENT L.S.C. = LIFT STATION EASEMENT = FLOW DIRECTION QD = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE (M) = MEASURED DISTANCE ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED M.H. W.L. = MEAN HIGH WATER LINE YpD ESB _ STATE5 STANDARD USING FEET. M.L. W.L. = MEAN LOW WATER LINE • = YARD DRAIN 0 - ELECTRIC SERVICE BOX N. = NORTHING IRR N.A.V.D. = NORTH AMERICAN VERTICAL = IRRIGATION VALVE ® = AIR RELEASE VALVE ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, DATUM MINUTES AND SECONDS. NGS = NATIONAL GEODETIC SURVEY CU = IRRIGATION CONTROL VALVE sa = SANITARY VALVE i N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM +^ry = SPOT ELEVATION = FOUND'' MONUMENT (AS NOTED) ROBERTF.KEMERSON F SIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (P5M)#6285 V 0 0 Z N V � H jjy J WJo'°� ♦Zm�"rza HO w ¢ o Z Z F U rn H ¢�acrn= 0 V1 H o ° a Z I o ;�l FC-j 3 W ! ¢O-lzoi Ziy O3pr aIf) N H- N N V �� 0 3 L a j� r v Z IOU W� z at t I J oe D `J N LU in 0 LU a F- SV Q CL QvZ� HH CL L01-zg r 0 W Q O I.L U. 0 �4�I aZ 0 Uj ' m � I Z � ml 'Z p ' oil yl Z 511z a O a� e' s w u) � ( w DRAWN BY: P.SUTHARD APPROVED BY: R. KEMERSON SCALE 1" = 20' DATE 5/24/18 FIELD BOOK/PAGES N/A JOB NUMBER: 18-2061 SHEET: 1 OF 1 N:\Projects\2018\38-2061 Venetian Administration\18-2061 LOT 1 BNDY.dwg, BNDY TOPO, 2/8/2019 11:08i07 AM, Velcon Group, Inc., (772)879-0477 C C DAM GENERAL NOTES CONCRETE REINI'lDRIVICEIVIENT THE DE51GN AND CONSTRUCTION OF THE STRUCTURE AND/OR 5TRUCTURAL COMPONENTS DEPICTED ON THIS PLAN ARE FULLY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE 201 7. 1 . CONCRETE REINFORCING BARS 3HALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A-G 15, GRADE GO, WITH MINIM M YIELD STRENGTH = GO,000 psi. 2. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY D15CREFANCIES SHALL BE BROUGHT TO THE IMMEDIATE 2. REINFORCEMENT FOR CONTAU S FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24 ATTENTION OF THE ARCHITECT FOR COORDINATION OF CHANGI!5 WITH THE ENGINEERING PLANS AND INCH LAP. PROVIDE CORNER BA SPECIFICATIONS. 3. ALL CONCRETE MA50NAPY CON TRUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-88. ALL 3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRESSIONS, THRESHOLDS, PADS, CONCRETE MASONRY UNITS SHP ILL COMPLY WITH ASTM C-90 WITH TYPE M OR 5 MORTAR ETC. AND ANY UNKOWN FIELD CONDITIONS. COMPLYING TO A5TM C-270. M SOORY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 ON THE NET AREA. 4. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS 4. ALL SPLICES SHALL BE LAP SPLICES, SHALL BE A MINIMUM OF 48 BAR DIAMETERS, USING LARGER CONTENTS. BAR DIAMETER WHEN SPLICING I IFFERENT SIZE 5AR5.REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR S NOTED. 5. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE FURTHER VERIFIED WITH 5. REINFORMCEMNT MAY BE BENT SHOP OR FIELD, PROVIDED THAT THE DIAMTERE OF BEND SHALL ARCHITECT $ ENGINEER. BE GREATER THAN G BAR DIAME ER5. REINFORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE BENT. G. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. G. SECURE REINFORMCEMNT FROM DISPLACEMENT DURING PLACEMEMNT UTILIZING CHAIRS AND BOLSTERS. WELDED WIRE MESH 5HALL CONFORM TO ASTM A- 185, PROVIDE CHAIRS AND 7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE J05-5ITE, A CURRENT APPROVED BOLSTERS TO INSURE THAT THE MESH IS EMBEDDED I "FROM TOP OF SLAB. SET OF SHOP DRAWINGS. 7. STANDARD 90 DEGREE HOOK (S ANDARD HOOK) SHALL TERMINATE WITH A 90 DEGREE BEND AND 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, AN EXTENSION FROM BEND AT _1 AST 12 BAR DIAMETERS. THIS SHALL BE USED AT ALL VERTICAL SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. REINFORCEMENT TERMINATIONS LINTO TIE BEAMS AND FOUNDATIONS OR AS NOTED, 9. ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THESE PLANS MUST ALSO MEET OR EXCEED 8. MINIMUM CONCRETE COVER 5H LL BE: ALL APPLICABLE AND CURRENT BUILDING CODE REQUIREMNT5 AND MUST BE PERFORMED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CCCL PERMIT. FOOTINGS t PILES 3" 10. AT ALL PHASES OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL BEAMS, SLABS, WALL 2" CONTRACTOR TO CONFIRM THAT ALL PROPOSED CONSTRUCTION 15 IN ACCORDANCE WITH THE GROUTED MASONRY 2" MOST UP-TO-D9IE THE ARCHITECT AND ENGINEER OF LE VERTICAL REINFORCEMENT SHALL BE SHOP FABRICATED WITH CLEAN 90° BENDS INTO 1 1. THE WALLS AND PARTITIONS BELOW THE DE51GN FLOOD ELEVATION HAVE BEEN DESIGNED TO \ COLLAPSE FROM A WATER LOAD LE55 THAN THAT WHICH WOULD OCCUR DURING THE BASE FLOOC 12. THE ELEVATED PORTION OF THE BUILDING AND SUPPORTING FOUNDATION SYSTEM HAVE BEEN DESIGNED TO WITHSTAND THE EFFECTS OF WIND AND FLOOD LOADS ACTING 5IMULTANEOUSLY ON s. STRUCTURAL AND NONSTRUCTURAL BUILDING COMPONENTS. FOUNDATION NOTES- FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 2. ALL RECESSES IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOR DETAILS INCLUDING BUT NOT LIMITED TO: THRESHOLDS, STEPS, RECESSED SHOWER LOCATIONS, FLOORING FINISH MATERIALS, AND DRAIN LOCATIONS, ETC. 3. A VAPOR BARRIER 15 TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND FLOOR SLABS IN ACCORDANCE WITH ASTM E 1 953-08, TO BE INSTALLED PRIOR TO POURING CONCRETE FOR FOUNDATION. 4. ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTERIOUR COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARCHTECT PRIOR TO CONSTRUCTION OF THE FOUNDATION, 5, CONTRACTOR SHALL COORDINATE SLABELEVATIONS CHANGES AND ANY UNKNOWN FIELD CONDITIONS. G. THE FOLLOWING FREQUENCY OF TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE FOR FOOTINGS AND SLABS: CONTINUOUS FOOTING/GRADE BEAM SHALL BE TESTED EVERY 40 LINEAR FEET AT BEARING ELEVATION AND ONE FOOT BELOW BEARING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL BE TESTED AT BEARING AND ONE FOOT BELOW BEARING. BUILDING PAD SHALL BE TESTED EVERY 1 000 SQUARE FEET OF FLOOR AT GRADE AND ONE FOOT BELOW GRADE. IN AREAS OF THE BUILDING PAD WHERE 501L IS BEING CUT IT 15 THE RESPONSIBILITY OF THE 51TE CONTRACTOR TO DENSIFY THE TOP 12 INCHES OF EXISTING SOIL TO 959; OR MODIFIED PROCTOR AS RECOMMENDED IN THE SOILS REPORT FOR THIS PROJECT PREPARED BY K5M ENGINEERING, INC. DATED NOVEMBER 2009, TRLSF 501L4TE5T5 57ALL MEET OR EXCEED 05% MODIFIED PROCTOR (ASTM D 1 557 METHOD A) `m 7. THIS STRUCTURE 15 DESIGNED IN ACCORDANCE WITH ASCE 24, THE PILE t COLUMN FOUNDATION AND THE STRUCTURE TO BE ATTACHED THERETO HAVE BEEN DESIGNED TO BE ANCHORED TO RE515T FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND FLOOD LOADS ACTING SIMULTANEOUSLY ON ALL BUILDING COMPONENTS, IN ADDITION TO OTHER LOAD REQUIREMENTS AS DEFINED IN CHAPTER I G OF THE FBC. PILES SHALL BE CAST IN PLACE (AUGER) I G" DIA with 5,000 psi CONCRETE (SEE TYPICAL DETAIL). 2. ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: all piles @ 20'± below scour - 40 TONS COMPRESSION; 12 TONS TENSION REFER TO PILE SCHEDULE (sheet 5-2) FOR MORE DETAILS. 3. UNLE55 OTHERWISE NOTED ON PLANS, CENTER ALL PILES/PILE CAPS UNDER RESPECTIVE COLUMNS. 4. CAST IN PLACE (AUGER) TYPE PILES SHALL CON515T OF CONCRETE PLACED AFTER BEING DRILLED BY A CONTINUOUS FLIGHT AUGER. TOLERANCE FOR PILES 15 2" IN ANY DIRECTION UNLE55 NOTED OTHERWISE. ALL PILES TO PENETRATE (-) 20.00 NAVE) OR AS NOTED. REFER TO PILE SCHEDULE (Sheet 5-2) FOR MORE DETAILS. SHALLOW FOUNDATIONS 501L TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2. CENTER ALL FOOTINGS UNDER THEIR RE5PECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY SHALL BE 2". TOLERANCE FOR M15LOCATION OF COLUMN DOWELS OR ANCHOR 13OL15 TO BE PER ACI OR A15C STANDARDS. 3. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY PER THE TYPICAL DETAIL. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4, CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. 5. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL Of THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. G. EXCAVATING UNDER OR NEAR IN -PLACE FOOTING5/FOUNDATION-5 WHICH DISTURBS THE COMPACTED 501L BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. 7. REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PAPS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. 9. ALL PI TRANSITION CAPS, HOOKS 5H L HAVE A MINIMUM LEG DIMENSION Of 15" AND SHALL BE TURNED ACK005 PILE INTO CAP CENTER MAINTAIN A MINIMUM 3" CONCRETE COVER). 10. ALL BEAM STEEL SPLICES SHALL DCCUK AT MIDSPAN FOR TOP STEEL AND OVER COLUMNS FOR BOTTOM STEEL. 01 CONCRETE NOT S I . ALL CONCRETE DESIGN AND PLA EMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 3 1 8-95. 2. CONTACT ENGINEER 48 HOURS TROPTO i"_)URING CONCRETE 50 ARRANGEMENTS CAN BE MADE TO HAVE AN ENGINEER OR IN5P CTOR PRESENT DURING THE POUR. 3. PROVIDE (4) TEST CYLINDERS FOP EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 4. STRUCTURAL CONCRETE SHALL ONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRES IVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTING 3000 PSI COLUMNS AND WALLS 3000 FBI BEAMS AND SLABS 3000 P51 USE REGULAR WEIGHT CONCRET . 5. STRUCTURAL CONCRETE SHALL GONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS t- AGGREGATE REQUIREMENTS: LOCATION SLU P MAX. AGGREGATE FOOTINGS 411+ V ASTM #57 COLUMNS 511± I" ASTM #57 BEAMS AND SLABS 5"± 1:' A5TM #57 0 1 FILLED CELLS 8"± 11 A5TM #8 PEAROCK TIE BMS t TIE COL'5 5"± I' A5TM #8 PEAROCK PILES 811± 11 A5TM #8 PEAROCK THE USE OF JITTERBUGS TO COIJ50LIDATE CONCRETE WILL NOT BE PERMITTED. G. ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM 51ZE OF DISCHARGE TO BE 4" I.D, 7. A 2" I.D. DISCHARGE MAY BE US D WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUM 5 BEYOND THAT NOTED ABOVE. 8. CHAMFER ALL EDGES OF EXP05f D CONCRETE 3/4" UNLESS NOTED OTHERWISE. 9. ALL SLABS ON GRADE SHALL BE IBEK REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CO FORM TO A5TM-A 185. 10, SLEEVE ALL PENETRATIONS THRC UGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED, SUBMIT LOCATION ND 51ZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. 1 1. NO REINFORCING BARS SHALL 15 CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 12, AT CHANGES IN DIRECTION OF CDNCRETE WALLS, BEAMS t- STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME 512E AND QUAN ITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. 13. ALL EMBEDDED ITEMS SHALL BE SECURELY' f'ED IN PLACE PRIOR TO CONCRETE PLACEMENT, 14, WEDGE BOLTS SHALL BE ITW RA SET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTL RER'5 RECOMMENDATIONS, DO NOT CUT EXISTING REINFORCING TO INSTALL. 15. HEADED STUD ANCHORS SHALL 3E ASTM A 108, GRADE 5, 10 10 THROUGH 1 020 AS MANUFACTURED BY NELSON 5TL D OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AW5 D 1. 1 "STRUCTURAL WELDING CODE." I G. FOOTING SIZES SHOWN ARE FOR, FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, 11 CAN BE USED AS AN EARTH FORM. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DUPING PLACEMENT OF CONCRETE. 17. PLACEMENT OF CONDUIT AND PI ES IN CONCRETE SHALL CONFORM TO ACI 31 8, SECTION G.3, THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALLI COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION P17 P 17a P30 P2 P 3 P4 P13 a t A- P5 PII P12 P37 P2I Pin 1-5110311551 P3 2 O O (D P25 P2G P27 P33 PILING OVERVIEW 5(-ALE: 3/ 1 G" = 1 '-011 CODE DESIGN CRITERIA I . ALL STRUCTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND FLORIDA BUILDING CODE RESIDENTIAL 2017. 2, BUILDING CLASSIFICATION ENCLOSED 3. DESIGN WIND SPEED 170mph Vult 4. IMPORTANCE FACTOR 1.0 5. EXPOSURE CLASSIFICATION D G. INTERNAL PRESSURE COEF. ± 0. 18 7. SIE5MIC ZONE 0 8. MEAN BUILDING HEIGHT 28.42' 9. ALLOWABLE SOIL BEARING PRESSURE 2,500 P5F. VERIFY WITH GEOTECHNICAL ENGINEER REPORT PRIOR TO CONSTRUCTION. ASSUMPTIONS: A. THE BUILDING 15 "ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017 B. WIND VELOCITY PRESSURES AND COEFFICIENTS USED ARE FOR MAIN WIND FORCE RE55TING SYSTEM; ALLOWABLE STRESS DESIGN, Kd = 0.85. C. ALL PRE -MANUFACTURED COMPONENTS, I.E. WINDOWS, DOORS, JAMBS, TRUSSES ETC. SHALL BE VERIFIED BY MANUFACTURER TO BE CAPABLE OF SUSTAINING DE51GN WIND FORCES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. D. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS: I.E. ROOF TILES, SOFFITS, ET . SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR ADEQUATELY RESISTING OR TRANSFERRING WIND LOAD5 TO THE MAIN WIND FORCE RESI5TIN SYSTEM. 0 1 E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AP INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECCOMMENDATION5 FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY AREAS. P34 PG P7 P4(5 g P10 _ P47 P4G P41 ; P40 P35 REFER TO SHEET 5-2 FOR PILING SCHEDULE MASONRY NOTES I . MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE EQUIREMENT5 FOR MASONRY STRUCTURES" (ACl/ASCE 530-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530. 1 -88) EXCEPT AS AMENDED BELOW. 2. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 3. USE TYPE "M" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 FOR ABOVE GRADE APPLICATIONS AND TYPE "S" MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 FOR BELOW GRADE APPLICATIONS. 4. MASONRY UNITS SHALL CONFORM TO ASTM COO WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 P51 ON NET SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm') OF 2000 PSI. 5. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS: A. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS AND GIRDER TRUSSES. B. AT ALL CORNERS AND INTERSECTIONS C. (1) CELL ADJACENT TO OPENINGS FOR WALL SPANS LE55TIlAN 1 0'. (2) CELLS ADJACENT TO OPENINGS FOR WALL SPANS GREATER THAN 1 0' D. AS SHOWN ON ARCHITECTURAL PLANS P. MAXIMUM 48'' O.C. (UNLESS NOTED OTHERWISE) G. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 7. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM A6 15, GRADE 60, LAPPED 48 BAR DIAMETERS. 8. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOUR5 PRIOR TO POURING BEAMS AND LINTELS, 9. REINFORCE WALL WITH LADDER TYPE REINFORCEMENT ("DUR-O-WALL" OR EQUAL) IN BED JOINTS AT I G" O.C. MEASURED VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL REINFORCING G". PROVIDE PREFABRICATED "TEE' OR CORNER SECTIONS AT ALL INTERSECTING WALLS. 0. REFE NSTR N HEIGH ALLS. R IDS CLEA -OUT HO E5 AT 5E O FILLED ELL WHEN THE CONCRETE FOUR EXC EDS _FEET IN HEIGHT. 1. ALL FRANGIBLE (BREAKAWAY) WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH A5CE 24, 0 o � i 00 N eli i o a o 0 0 z w W U J W K wS U Q o O U (n O U o U N cnrn w10I JQo �I a � 71 o U aW w <g '1�4H It 88 C W � � N x W v � w U�a�o U a U Hz�NW 0°" x a -9 crj w �-4 0 _� ✓. un 4.0 0 a) (a r--( I PROJECT NO. I 18-022 SHEET S 1 P3 P4 P15 PI9 TYPICAL PILING d /} TRANSITION CAP / 1 P22 ------ - - ---------------- TYPICAL PILING @ P 2 5HEARWALL FOOTING 43 kp5 MAX. LOADING TYPICAL PILING 4 TRAN5ITION CAP P30 TYPICAL FILING @ GARAGE - on EHEARWALL FOOTING 35 k,p5 TYPICAL LOADING TYPICAL PILING TFL CAP @ P5 8 I ION 1GE 0 13 CRITICAL BEARING PILING 57.5 kips COMPRE5510N LOAD PII P12 TYPICAL PILING 4 TPAN51TION CAP @ GARAGE CONSTRUCTION SET P7 TYPICAL PILING @ GARAGE I o° P25 P 6 P27 41 F CRITICAL BEARIN PILING 55.4 k,p5 COMP SSION LOAD m P48 P4 7 TYPICAL PILING @ PATIO w/ TRANSITION CAP -.. 6_1 'I II TYPICAL PILING @ PATIO CONFER WITH POOL DESIGNER I -1 2'- I I " TO AVOID CONFLICT5 --�� I II P4 5 II I I I I I I II I I I iI I I I I I I II P44 II -12'-11" L----I I CONCRETE COLUMN on "VARIABLE PILE" - COORDIANTE LOCATION OF PILE * COLUMN WITH FINAL POOL DE51GN PRIOR TO CONSTRUCTION TYPICAL EXAGERATED 5HEARWALL TYPICAL FOR ALL PILING ADJACENT FOOTING @ PILE CLUSTER TO POOL SHELL I II TYPICAL PILING d TRAN51TION CAP ELEVATION CHANGE ELEVATION CHANGE TYPICAL PILING @ AT 5HEARWALL PILING / AT 5HEARWALL PILING - -� 5HEARWALL FOOTING /- 42.3 k,p5 MAX. LOADIN10, G I ' P3 I P32 P33 P34 P35 AUGER -CAST PILE LAYOUT SCALE: 114" = I '-0" THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMIT-S, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. P42 POURED -IN -PLACE or PILATER BLOCK CONCRETE COLUMN - REFER TO PLANS FOR LOCATIONS - REFER TO COLUMN SCHEDULE FOR SPECIFICATIONS $ REINFORCEMENT - TYPE "C- I " COLUMN ILLUSTRATED TRANSITION CAP or GRADE BEAM REFER TO TRANSITION CAP DETAIL (sheet 5-3) FOR REINF. REFER TO GRADE BEAM DETAILS sheet 5-9 TYPICAL FILING / w//TRANSITION APATO PI LI N P40 P39 CLEAN OUT G" BELOW TOP OF PILE PRIOR TO CAP CONSTRUCTION #3 STIRRUPS SPACED 3" O.C. 9 @ TOP Of FILE THEN 10" O.C. - FOR REMAINDER AS SHOWN 1 G" dla. AUGER CAST PILE w/ (G) #G BARS only (3) bars shown PILE SHALL BE DRILLED W/ A CONTINUOUS FLIGHT AUGER AND CAST W/ 5,000 PSI GROUT WIRE TIES (G) #3 BARS TAPERED TO POINT $ TIED TO FILE CAGE AS SHOWN iv N HOOK ALL PILE REINF TOWARDS N CENTER OF TRANSITION CAP or GRADE BEAM - REFER TO - DETAILS (sheet S-3) TOP OF TRANS. CAP EL.=5EE 5CHEDULE r" N CI.='I _ 3" MIN. PILE _EMBEDMENT 7_11MIN. per FBC 8103.1 1 PILE CAPACITY 15 RELATIVE TO PILE DEPTH BELOW THE SCOUR LINE. REFER TO DEEP FOUNDATION NOTES FOR DETAILS. BOTTOM OF PILE CAGE EL.=SEE SCHEDULE PILE/CAP/COLUMN DETAIL SCALE: NOT TO SCALE G 5CHEDULE DESIGNATION TYPE �' TOP OF PILE PILE DEPTH PILE length CAP eleatlon P I -PG I G" AUGER -CAST 7.25 navd - 19.00 navd 2G.25' 9.00 navd -.L_--____-�._____....__- P7-P 1 2 1 G" AUGER -CAST 7.25 navd - 19.00 navd 2G.25' 9.00 navd P 1 3-P 14 j 1 G" AUGER -CAST 7.25 navd I -24.00 navd 3 1 .25' 9.00 navd P 15-P 19 16" AUGER -CAST 8.75 navd 1 -1 0.00 navd 27.75' 10.50 navd 1 3.00 navd P20-P28 I G" AUGER -CAST 1 1 .25 navd -1 3.00 navd 34.00' 13.00 navd P29 I G" AUGER -CAST 1 1 .25 navd -24.00 navd 35.25' 13.00 navd P30 I G" AUGER CAST 9.75 navd ( 19.00 navd 28.75' 1 1.50 navd P3 I I G" AUGER -CAST --- 8.25 navd 1 - 19.00 in 27.25' 10.00 navd P32 I I G" AUGER -CAST 9.75 _._1_.____-___ navd 19.00 navd 28.75' 1 1.50 navd -1 _ P33 j I G" AUGER -CAST 9.75 navd -1 9.00 navd 28.75' 1 1.50 navd P34 I G" AUGER -CAST I I .25 navd -1 9.00 navd 30.25' 13.00 navd P35 16" AUGER -CAST 1 1 .25 navd 19.00 navd 30.25' 13.00 navd P3G-P37 I G" AUGER -CAST 9.75 navd ! - 19.00 navd 28.75' I 1.50 navd P38-P49 16" AUGER_CA5T 8.75 navd - 19.00 navd 27.75' 10.50 navd Q 0 0 o� i N 1 N d 0 o � a Z 0 N 0 5 N m N E 2 w Z w g O U N a W N W Y K Q O o � I � N M N 6d N o a o w O Z W U in U W K S U Q 0 0 U fn en U EM v, c u Up"�'�W �4 iY v ri O W� v� w �RIn o E-� Z N w xoav� �U� x a � w ao A 4-1 w � o Con r. U Q � �U - PROJECT NO. 18-022 SHEET S-2 INSTALLATION NOTE: TOP OF PILE STEEL SHALL NOT EXCEED 3" (0.25 feet) BELOW ThE CAP ELEVATION CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. TOP OF BEAM 0 9.0 NAVD I 1 I i I ( 77( i I N I I I I - � TOP OF CAP 0 SIO NAVD (typical) 2'_8" -TOP OF CAP _ 13.0 NAVD 0 MOt �- ll roefel ( N TO(� OF BEAM 01130 NAVD I - I I I TQP OF CAP 0 1.5 IN i I I = g� I 01 I T0F OF BEAM 011^0.^0 NAVD ^ TOP OF BEAM 0 9.0 NAVD I I F 7 SHEARWALL FOOTER a F 7 •SHEARWALL FOOTER (typ.) refer to details (typ.) refer to details un r I I SLOPE 2" SSope i I 44 cut OP OF CAP 0 9.0 NAVD MONOLITHIC FOOTER w[ (typical) o X -- - - RECESS FOR GARAGE DOOR N (typ,) - refer to details 4" THICK **FRANGIBLE** CONCRETE SLAB a0 (MINIMUM 3000 PSI 0 28 DAY) I N FIBERMESH REINFORCED -SAW CUT AS SHOWN OVER 6 MIL. VISQUEEN VAPOR BA RIER OVER CLEAN COMPACTED TERMITE TREATED FILL (COMPACTED TO 95% DENSITY) F- I -' a typical for all GROUND FLOOR slabs % ELEVATION •,� 2�. .D.) 21-0II 7_2" 2'_0" ills 4'-10" 2' I 4• YP•) AT S� 1ppF?p ■ FOOTER to details NO i i F-9 `a �e P wP u� •' a - 5LAE5 TRAN51 ION to detail sheet[-9 4" THICK **FRANGIBLE** CONCRETE SLAB ELEVATION 410 typical ( ) sides m� F-3 . ...... ISS a 24�_8��et ATINc 10)N CAP1 wo I: TOP OF CAP 0 9.0 NAVD I OF CAP 3.0 NAVD 46' 6" ELEVATION -1 I'-G" 5P.F. (12.5 N.A.V. D.) 4" THICK CONCRETE SLAB (FRANGIBLE) +I 0 '-0 10 I 1 �� S. TOP OF BEAM 0 13.0 NAVD — — — — F-3 — — — — "^• O O *°� SHEARWALL Ferto! typls F_3 4' THICK CONCRETE SLAB refer to etmis F-Q +T + i_a _ (FRANGIBLE) 4" THICK **FRANGIBLE** CONCRETE SLAB ) yp sawaut ELEVATION 1 (MINIMUM 3000 PSI ® 28 DAYS ' tl® O .5 N ,A.v.D.) B.F.F. 1 FIBERMESH REINFORCED - SAW CUT AS Z,S ± SHOWN 60 F 5 e4 OVER 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED ��(��3® N FILL (COMPACTED TO 95% DENSITY) N typical for all GROUND FLOOR slabs p 40'-0 ELEVATION ®®• ®. ^, .e....,.. .A e.•.. �.:. :•....: i_ (13.0 N,A.V.D.) t ALL CONCRETE SLABS BELOW THE LOWEST HORIZONTAL SUPPORTING MEMBER ELEVATION (16.41 N.A.V.D.) SHALL BE FRANGILBE DESIGN. GRADE 13EAM TRANSITION refer to detail sheet S- 10 TYPICAL (2) LOCATIONS 4" THICK CONCRETE SLAB (MINIMUM 3000 PSI @ 28 DAYS). FIBERMESH REINFORCED - SAW CUT AS SHOWN 60' OVER 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL (COMPACTED TO 95% DENSITY) a • SAW -CUT typical for all GROUND FLOOR slabs swaa-2 _0 ALL FOOTER (typ.) refer to details 44'-O" TOP OF BEAM TOP OF BEAM 0 11.5 NAVD 0 13.0 NAVD e SAW -CUT c. S " conc. A n induced crack , PAX cledry�'eoh�a f�fl'd `fyll FRANGIBLE SLAB DETAIL ALL ENCL05ED 5PACE5 BELOW THE BASE FLOOD ELEVATION SHALL BE PROPERLY VENTED IN ACCORDANCE WITH PBC REGULATIONS - USE CAST-CRETE 5U8 PRECAST CONCRETE LINTELS (or equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN MA50NRY WALL APPLICATIONS - REFER TO ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS WIN ALL CONCRETE SLABS BELOW THE44 I LOWEST HORIZONTAL SUPPORTING MEMBER ELEVATION (16.41 N.A.V.D.) SHALL BE FRANGILBE DESIGN. refer to EXTERIOR STEPS FOUNDATION PLAN sheet S-11 TOP OF CAP (t pica NAVD 0 1 (typical) 1 N wawa" 1 2" THICKENED EDGE w/ �•� (2) coot. p. at I � under-per-p atio slabb perimeter) — — — I I II I II I II l._. ._......... CONCRETE COLUMN on "VARIABLE PILE" COORDIANTE LOCATION OF PILE COLUMN WITH FINAL FOOL DE51GN PRIOR TO CONSTRUCTION - typical for all piles/columns adjacent to pool Shell I II III I II II I II I II II II TOP OF CAP 0 12.5 NAVD (typical) II II W Ma „ L ------- TOP OF � .� 0 12.5 NAVD I 1 2' THICKENED EDGE w/ (2) #5'5 Cont. (typ. at under -patio slab Perim TamOnF d( P 7-10"- 2 01' K 5 5 ------------- I`-2y1 �b — " - _ G F 7 j similar F I 0 ro N N gi — — — T 2-4" i CONTRACTOR SHALL COORDINATE w/ 11t ARCHITECT B A)C SUB -CONTRACTOR TO EN51-RE ADEQUATE CLEARANCES FOR A/C EQUIPMENT INSTALLATION i MAINTENANCE N 4" thick FRANGIBLE SLAB (A/C equipment for - refer to architecturals for locations) ELEVATION I I'-G" B.E.F. 12.5 N.A.V.D.) TOP OF CAP 0 12.5 NAVD (AO TRANSITION CAP LAYOUT FRANGIBLE FOOTINGS SLAPS 5CALE: 114" = '-0" THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. DISCONTINUE STEEL for FRANGIBLE FOOTINGS refer to plans for locations #3 STIRRUPS MPR'd w/ 9%" INSIDE DIA. / ER IN AUGER CAST PILE exterior edge interior edgs CONTINUOUS FOOTER @ •• ,a� EXTERIOR PERIMETER I �I 6" AUGER CAST PILE will (2) #55 cont. (TYP,) PILE CAP see detail TYPICAL PILE @ TRAN51TION CAP (w/ adjacent continuous footing) #3 STIRRUPS MFR'd w/ 9/4'' INSIDE DIA. exterior edge of grade beam (G) #GP IN AUGER CAST PILE mcerior edge of grade beam I G" AUGER CAST PILE TYPICAL PILE @ GRADE BEAM #3 STIRRUPS MFR'd w/ 914' INSIDE DIA. exterior edge of grade beam �ntenor edge of grade beam I G" AUGER CAST PILE (G) #GO IN AUGER CAST PILE I I TYPICAL PILE @ GRADE BEAM (CORNER) TYPICAL #G IN AUGER CAST PILE top of pde bottom of transition cap ' mm- a .4 4 ..I G" AUGER a" ° m CAST PILE U 4 n 75 a A ��. � a a W. I6" TYPICAL PILE PROFILE PILE REI N FORCEMENT DETA I L5 SCALE: NOT TO 5CALE (7) #Gx 8" @ 9" O.C. AS SHOWN (3) #3 STIRRUPS @ 1 8" EACH )E AS SHOWN PROVIDE A MINIMUM 3" CONCRETE COVER FOR ALL REINFORCING STEEL. ALL TRANSITION CAPS ARE CENTERED OVER CORRESPONDING AUGER PILE. TRANSITION CAP DETAILS SCALE: NOT TO 5CALE Y Q O 00 0 rn �It N 0 a 0 11 w z z w V) 3 w w O U N U o 4 rl 'co, m Clio m m aQ0 �o U O v� w z �a v� W �o Nx �W�v¢ R Wo F a a U aa h E�z�.Nw x a Qa W W rxz S Qw �I a rr�� `./ O �o •`V C� Nw Ldl O hill w � � O U ll PROJECT NO. 18-022 I5CALE: not to scale SHEET S-3 • � v POU RED -I N-PLACE G" THICK (nominal) 3000p5i CONCRETE 5TRUCTURAL SLAB w/ #4'5 12" O.C. EW ELEVATION +0'-0" F.F. 2 5-8 refer to Sect*n for beam details _ -LI .-- _.,.Q. 2_xI 2x4 PRE ENGINEERED WOOD FLOOR TRUSSES @ 24" o.c. refer to shop drawings I ELEI TION +0' "F.F. I i ) CANTILEVER ttflj I C - 5 W 2x 101 F'.T. ALL MASONRY CONSTRUCTION ORIGINATING BELOW THE LOWEST ALLOWED HORIZONTAL SUPPORTING MEMBER @ I G.50' N.A.V.D. (FIRST FLOOR) 5HALL BE FRANGIBLE CONSTRUCTION, UNLESS NOTED OTHERWISE. REFER TO 5�1EET 5-9 FOR FRANGIBLE WALL CON5TRUCTION DETAILS. 0 N (T5C- I ; above) 35.3 kips LOAD 5'- 1 I ALL WALLS DENOTED "MA5CNKY 5HEARWALL" (ILLUSTRATED A5 ) ARE NOT FRANGIBLE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE METHODS PRESCRIBED IN TIE "TYPICAL WALL SECTION" ON THE DETAI 5 SHEET 5-9. 8" C.M.U. MA50NPY SHORE -NORMAL 5HEARWALL w FILLED CELL COLUMNS @ 48" o. c. MAX. b I Gea.. LADDER TYPE REINF. refer to TYPICAL WALL SECTION for detad5 CTB-1 MASONRY SIIEARWALL 8" C.M.U. MASONRY SHORE -NORMAL 5HEARWALL w FILLED CELL COLUMNS @ 46" o.c. MAX. * I &3a, LADDER TYPE REINF, refer to TYPICAL WALL SECTION for details (2) 2x 10 P.T. LEDGER w/ 8'x7" WEDGE ANCHOR G" FROM ENDS � @ 24" O.C. typical for all wood floor truss bearing ledgers ALL ENCL05ED 5PACE5 BELOW THE BASE FLOOD ELEVATION SHALL BE PROPERLY VENTED IN ACCORDANCE WITH FBC REGULATIONS - U5E CAST-CRETE 8U8 PRECAST CONCRETE LINTELS (or equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN MASONRY WALL APPLICATIONS - REFER TO ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS 1 st FLOOR TAMING PLAN CONCRETE COLUMN LAYOUT SCALE: 1 /4" = I-0" FIRST FLOOR CONCRETE TIE BEAM SCHEDULE MARK PLAN 51ZE REINFORCEMENT I TOP of BEAM REMARKS D W TOP M. BOT. STIRRUPS CTB- 1 24" 8" (2) #5 n/a (2) #5 #3 @ 12" O.C. +0'-0" TYPICAL 1 5t FLOOR BEAM exterior CTB-2 23" 12" (3) #5 n/a (3) #5 #3 @ 12" O.G. -0'- 1 " 12" BEAM - FLOOR SUPPORTING CT5-3 24" 1 6" (3) #5 (3) #5 (3) #5 #3 @ 12" O.C. +0'-0" INTERIOR 16" BEAM @ GARAGE CTB-4 varie5 12" (3) #5 n/a (3) #5 #3 @ 12" O.C. sloped BOTTOM @ -2'-0" B.F.F. CT13-5 24" 12" (2) #5 (2) #5 (2) #5 #3 @ 12" O.C. +0'-0" 12" BEAM - EXTERIOR WALL BEARING CT5-5a varie5 12" (2) #51 n/a (2) #51 #3 @ 12" O.C. sloped BOTTOM @ -2'-0" B.F.F. CT5-6 varIC5 8" (2) #5 n/a (2) #5 #3 @ 12" O.C. sloped BOTTOM @ -2'-0" B.F.F. CT5-7 20" 6" (2) #5 n/a (2) #5 #3 @ 12'' O.C. varie5 TYPICAL PATIO SLAB BEAM CT5-7a 1 7" 8" (2) #5 n/a (2) #5 #3 @ 12" O.C. var e5 BOTTOM @ -2'-0" B.F,F. CT15-8 23" 8" (2) #5 n/a (2) #5 #3 @ 1 2" O.C. -O'- I " TYPICAL 1 5t FLOOR BEAM interior I • •'f'. CTB- l• • CTB-C �W "I 6" PATIO SLAB o ! REINFORCEMENT i # DIMENSIONS _! ARE IDENTICAL TO CTB- 1 CTB-1 a � I I 3 CTB-7 r CTB-7a CTB-7b SIMILAR W/ I G" DEPTH �L--W—� CTB-4 SPE CIALLY LOADED BEAM W (3) #5'5 cont. TOP STEEL �- (3) #5x72" left Side TOP STEEL ...� I (4) #3 STIRRUPS @ 6" O.C. p (typical at beam ends) #3'5 @ 12" O.C. elsewhere �.! • ! (3) #55 cont. BOTTOM STEEL CTB-2a CONCRETE COLUMN SCHEDULE MARK PLAN SIZE REINFORCEMENT REMARKS B H VERTICAL TIES Cl 8" 1 G" (4) #5 #3 @ 12" O.C. TYPICAL FORM -POURED COLUMN C2 8 1 6" (6) #5 #3 @ 1 2" O.C. TYPICAL CORNER FORM -POURED COLUMN C3 12" 1 6" (6) #5 #3 @ 12" O.C. TYPICAL FORM -POURED COLUMN - ELONGATED C4 1211 12" (4) #5 N/A 1 2" 5q. PILASTER BLOCK COLUMN - see note below C5 18" 24"' (8) #5 #3 @ 12" O.C. GARAGE DOOR COLUMN C6 12" 2" (6j #5 #3 @ 12 O.C. OPTIONAL 12"x 12" COLUMN C7 16" I 16" (6) #5 N/A 16" sq. PILASTER BLOCK COLUMN - see note below �-B f C-I C-2 C-3 SEE PLAN FOR ORIENTATION m z 0 0 5 w o' Y Q C- 5 C-6 MAY BE USED IN PLACE OF C-4 C-6 MAY BE USED IN PLACE OF C-5 ct O � CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED PROJECT "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL SHEET ry JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. C ►J —` CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. 121 \WI 2 _ i_e I o _. N odd 5p cc _ I w II L1 ,I 51MP50N hETA20 AT EACH TRU55 (typical) 5-7 THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. I 5- 0 51MP5ON HETA20 AT EACH TRU55 (tvkcal) L3 'U° I L3 7 i PRE ENGINEERED W OD TRU55E5 @ 24"-0 C. refer to shop drawl gs _ - _ coffer I��II ' I `( TYPFOR AL TRUSSE I 534# BEA, ING ON i~­EDGER U �.. max. unle� noted therwis� 3; COLUI IN LT.. STAIRWELL - open to below - refer to sheet 5- 12 for FRAMING DETAIL5 - REFER TO ARCHITECTURAL5 FOR STAIRS DETAIL5 6" THICK (nomma 3000p5iCONCREIE I 8"x14" CONCRETE BEAM 5TP.UCTURAL EL 1 t_8 0 w/ #4'5 1 2" o.c. E — ELEVATION P AC`i VALLEY SET TRU55E5 N +13'-0"A.F.F, TO _OM MON5w/51MFSON VTRC (min. (2) per truss) —; CTB-16 765 6'-5" TO ALLOW FOR TRU55 BEARING - TOP @ + 13'-0" A.F.F. 7- 1 I° 2x4 PRE ENGINEERED WOOD FLOOR tRU55ES @ 24" 0. C. ref erI to shop drawings ELEVATION + 3'-9 A.F.F. TYPICAL @ 1 7,-4n 11 C-4 5-0 4`>�` T.S. COLUMN h�,€ Imo_ (below) 52 kips--�, - I - CTB 1 -- - - --`--�_..�__ 1 . .. .. i� LR .. , . I 7 .5., - I coffer „ (2) 2x8 P.T. LEDGER w/ (3) ....-..._..l .. _..__ _..........__ .. ,...._.__ _ TYPICAL FOR "H" ROOF TRUSSES t 512 1677 — . ......... .., .—__...._.. e"x7" WEDGE ANCHORS coordinate anchor locations to avoid truss hangers PRE .:.. ....._._--- WOOq- U .. A _ ........ p C1 ii <v - ENGINEERED TRUSSES @ 24" o.c. I N N refer to shop i drawings ...-..1 ALL INTERNAL MASONRY NON -LOAD BEARING LINTELS SHALL BE CAST-CRETE 8U8 (or equivalent) 191 ALL ROOF TRU55E5 SHALL DE ANCHORED with 51MP50N HETA20 EM51EDDED TRUSS STRAPS, UNLE55 NOTED OTHERW15E b" 28" CONCRETE BEAM N P @ + I I-4" A.F.F.) R LACES LINTEL "L6" 5lMF50N HETA20 AT 1 EACH TRU55 (typical) T REE-COURSE (24") MASONRY TIE BEAM w/ (1) #5 E H COURSE TH15 SECTION - TOP @ + 13'-0" A.F.F. INTERMEDIATE BEAM SHALL BE 3.5-COUR5E (80x28") BOND BEAM w/ (1) #5 cont. U.N.O. TOP OF INTERMEDIATE BEAM SHALL BE I I'-4" A.F.F. (2) 2x 10 P.T. LEDGER w/ 8'x7" WEDGE ANCHOR G" FROM ENDS � 0 24" O.C. typical for all wood floor truss bearing ledgers C-4 r (2) 2x8 P.T. LEDGER ( w (ROOF BEARING) w/ 8"x7' ( rY WEDGE ANCHOR 4" FROM € 0 ENDS t @ 45" O.C. max 13 1549# C M C-4 51MP5ON HETA20 AT EACH TRU55 (typical) C-4 POU RED -I N-PLACE 6" THICK (nominal) 3000p51 CONCRETE 5TRUCTURAL SLAB w/#4'5 12" o.c. EW ELEVATION SLOPE 1" -Ijy POURED -IN -PLACE G" THICK (nominal) 3000p51 CONCRETE STRUCTUPAL 5LAB ELEVATION + 12-7" A.F.F. REDUCE BEAM DEPTH TO 20" TO AVOID CONFLICT w/ CEILING COFFER - PREFER TO ECHD (CTB-14) USE N PAD-OUT'OLJT TRU55 BOTTOM 1726# CHORD A5 NECE55ARY 51MP5ON HETA20 AT EACH TRU55 (typical) MA5ONRY BEAM TOP @ + 1 I'-4" A.F.P. CONCRETE BEAM ' TOP @ + 1 1'-4" A.F.F. CONCRETE BEAM 1 s°s € mm TOP @ + 1 3'-0" A.F.F. 3rcl FLOOR frPAMING PLAN LOWER ROOF FRAMING PLAN SECOND FLOOR CONCRETE TIE BEAM 5CMEDULE MARK PLAN SIZE REINFORCEMENT TOP of BEAM REMARK5 D W TOP M. BOT. 5TIRRUP5 GTB-9 24" 8" (2) #5 n/a (2) #5 #3 @ 1 2" O.C. + 1 3'-0" 8" BEAM - 2nd FLOOR WALL GTB-10 24" 1 2" (3) #5 nIa (3) #5 #3 @ 1 2" O.C. + 1 I'-4" 1 2" PATIO ROOF BEARING CTB- 1 I a 20" 1211 (3) #5 n/a (3) #5 #3 @ 1 2" O.C. + 1 3'-0" see notes on detail below CTB- 1 I 20" 1211 (3) #5 n/a (3) #5 #3 @ 1 2" O.C. + 1 3'-0" 1 2" BEAM - EXTERIOR WALL BEARING CTB- 121 24" 2" (3) #5 n/a Q (3) #5 #3 @ 1 2" O.C. + 1 2'-G" BALCONY SLAB SUPPORTING CTB- 13 1 6" 1 G" (3) #G n/a (3) #G #3 @ 1 0" O.C. + 1 P-4" see notes on detail below CTB- 14 20" 1 2" (3) #5 n/a (3) #5 #3 @ 1 2" O.C. + 1 3'-0" 1 2" BEAM - CANTILEVERED BALCONY CTB- 15 24" 8" (2) #5 n/a (2) #5 #3 @ 1 2" O.G. + 1 3'-0" 2nd FLOOR WALL SUPPORT CT5-1 5a 28" 1 8" (2) #5 (2) #5 (2) #5 #3 @ 1 2" O.C. + 1 I'-4" LOWER ROOF BEARING - CANTILEVERED CT15-1 6 23" 1 8" (2) #5 n/a (2) #5 #3 @ 1 2" O.C. + 12'- 1 1 " TYPICAL INTERIOR BEAM T�W �T 3) #5'5 cont. TOP -� • '� _� •. (2) #5x36" TOP atende • • o h o 3) #5'5 cont. BOTTOM I CT13-9 CTB-1 0 CTB- I I a �L CTB- I I b �W W W W--7r (3) #05 cont. TOP--°-�„ (2) #5x36" TOP at ends o o a 4 I (2) #5x72" BOTTOM , • ®, ° I (center) 8 t. (3) #G'5 cont. BOTTOM • -.�N CTB- 12 CTB- 13 CTB-1 4 CT15-1 5 CTB-1 G SIMILAR LOWER BEAM CONCRETE LINTEL SCHEDULE APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS. LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM REMARKS L� 3'-4" 10394 200 6613 350 81`28 —113/1T L2 3'-10" 10394 200 5740 200 81`28 —113/1T L3 5'-4" 8733 300 4265 300 81`28 —113/1T L4 13'-4" 2316 250 1141 400 81`28 —113/1T L5 4'-0" 10394 200 5740 350 1 8F28 —113/1T Ls OMITTED v 3'-4" 10394 300 6613 450 81`28 —113/1T L8 10'-4" 3634 no load 1732 no load 8F28 —113/1T LINTEL DEPTHS MAY BE INCREASED, BUT NOT REDUCED LINTEL LENGTHS REFER TO PRE —FABRICATED SIZE FIELD LENGTHS MAY BE SHORTER THAN LISTED NOTE: R=RECESS NOTE: ALL GABLES & JACKS = <250PLF NOTE: USE CASTCRETE F=FILLED W/ GROUT-- ,-------QUANITY OF #5 U=UNFILLED �7 1F11 f REBAR AT TOP NOMINAL WIDTH------1-1B/1T NOMINAL HEIGHT--/ �y __ QUANITY OF #5 EL AR AT --- BOTTOM OF LINTEL CAVITY LOWER ROOF/FLOOR CONNECTOR SPECIFICATION CHART CONNECTOR MARK TRUSS REACTIONS CONNECTOR ALLOWABLE FASTENERS REQUIRED per & DESCRIPTION LTRUSS) UPLIFT t NUMBER MANUFACTURER LOAD MFR's SPECIFICATIONS GRAVITY 1 GRAVITY 1 UPLIFT t TYPE QUANTITY A ALL WOOD TO WOOD CONNECTIONS, UNLESS t 950 MT512 SIMPSON 1100p 10d x tY2° NAILS 14 <xxxx NOTED BELOW. max. ALL WOOD TO CONE. CONNECTIONS, UNLESS 11800 HETA20 SIMPSON 11810 10d x 1Y2" NAILS 9 <xxxx NOTED BELOW. max. TWO-PLY GIRDER C TRUSS TO CONCRETE GRG i 2626 (2) HETA20 SIMPSON 12700 16d NAILS 12 (truss) <xxxx LINTEL/BOND BEAM max. D SINGLE PLY GIRDER GRH TRUSS TO CONCRETE t 1916 DETAL20 SIMPSON t 2480 10d x 1Yz" NAILS 18 (truss) <xxxx LINTEL/BOND BEAM max. E WOOD TRUSS TO (2) H t512 LUS26 SIMPSON t1165 4 truss) 2x8 LEDGER (bucket) <xxxx 1 677 ) 1070 tOd NAILS 4 ledger) WOOD TRUSS (n } 542 H2.5A SIMPSON t 575 5 truss) be <xxxx 2x8 LEDGER (bearing) max. 8d NAILS 5 ledger) g GIRDER TRUSS TO (2) e16d 2x8 LEDGER (bucket) GRK 11630 max. 11236 max. HUS28 SIMPSON t2000 14220 NAILS 8 (truss) 22 (ledger) FLOOR GIRDER TRUSS TO CONCRETE TIE -BEAM <xxxx GFZ 17655 max. LG M28-2 SIMPSON 18250„x2„ SDS SCREW J"x4" TITEN HD 6 truss) 6 beam) SCALE: 114" = I '-0" CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. 2 s-a ATTACII VALLEY SET TRUSSES TO COMMONS w SIMPSON VTRC (mm. (2) per truss) EIMPSON HETA20 AT EACH TRU55 (typical) TOP @ +23--0' A.F.P. i N (2) #55 T*5 # ° a #3 STIRRUPS @ 12" o.c. CTB- 18 REFER TO FRAMING GIRDER TRU55 n E ER ROOF sheet 5-5 UPPER 800E FRAM I NG PLAN SCALE: 114" = I '-0" ALL MA50NKY WALL TOP OF SEAM (upper roof bearing) @ +23'-0" A. F. F unle55 noted otherwise CONSTRUCTION SET 0 era o ; I 2 TRU55 ATTACH VALLEY SET TRUSSES -- TO COMMONS w/ SIMPSON VTRC (mm. (2) pe1. r truss) r \ G# L7 Sh'', \ GI 0 51MF50N HETA20 AT EACH TRUSS (typical) SECURE VALL SET TRU55E5 TO COMMON5 w/ PIMP50N VTCR @ 48" O.C. ( in. 2 per tru55) C-4 51MP5ON HETA20 AT EACH TRU55 (typical) REFER TO LOWER ROOF FRAMING PLAN sheet 5-5 ALL UPPER ROOF SEARING SHALL SE ON 8"x24" (3-COUR5E) BOND BEAM, UNLE55 NOTED OTHERWISE refer to sections and details MAIN ROOF CONNECTOR SPECIFICATION CHART CONNECTOR MARK REACTIONS CONNECTOR ALLOWABLE FASTENERS REQUIRED per TRUSS MANUFACTURER LOAD MFR's SPECIFICATIONS & DESCRIPTION LABEL(s) UPLIFT 1 NUMBER GRAVITY 1 GRAVITY 1 UPLIFT i TYPE QUANTITY WOOD TO WOOD eALL CONNECTIONS, UNLESS i 950 MTS12 SIMPSON i 1000 10d x 1Yi' NAILS 14 <xxxx NOTED BELOW. max. ALL WOOD TO CONE. CONNECTIONS, UNLESS11810 1 1562 HETA20 SIMPSON 10d x 1z Y2NAILS " 9 <xxxx NOTED BELOW. max. PLY GIRDER GRC eSINGLE TRUSS TO CONCRETE t 2432 DETAL20 SIMPSON 12480 10d x 1Yz" NAILS 18 (truss) <xxxx LINTEL/BOND BEAM max. 2+ PLY GIRDER TRUSS TO CONCRETE GRB 1 2354 (2) HETA20 SIMPSON t2700 16d NAILS 12 (truss) <xxxx LINTEL/BOND BEAM max. 2—PLY GIRDER TRUSS GRA GRB 1 379& 1/4" SCREWS 16 (truss) TO CONCRETE BEAM VGT SIMPSON t 4940 s'a ATR in EPDXY 1 (beam) GRID Max. <xxxx GRE TRUSS TO GRID 1/4" SCREWS 32 (truss) eGIRDER CONCRETE BEAM 6038 (2) VGT SIMPSON 17185>, ATR in EPDXY 2 (beam) <XxxX max. GIRDER TRUSS TO GRA 16d NAILS 16 (truss) CONCRETE BEAM 1 7278 HGT-2 SIMPSON 110980 3/a" ATR in EPDXY 2 (beam) <xxxx max. _T UPPER BEAM CONCRETE LINTEL SCHEDULE APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS. LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM REMARKS u 10'-6" 2781 1458 81`24-1B/1T Li 9'-4" 3486 1811 81`24-1 B/1 T L3 414" 8672 4292 81`24-1 B/1 T L4 4'-4° 8672 4292 8F24-1B/1T Ls 9'-4" 3486 no load 1811 no load 81`24-1B/1T Ls S-4" 8974 5591 81`24-1B/1T L� 9'-4" 3486 1811 8F24-1 B/1 T L8 6'-4" 8360 2959 8F24-1 B/1 T Ls 3'-4" 8974 5591 81`24-1 B/1 T �+ 6'-4" 8360 no load 2959 no load 8F24-113/1T 11 SCHEDULE TO BE FILLED IN BY ENGINEER LINTEL DEPTHS MAY BE INCREASED, BUT NOT REDUCED NOTE: R=RECESS NOTE: ALL GABLES & JACKS = <250PLF NOTE: USE CASTCRETE F=FILLED w/ GROUT— QUANITY OF #5 U=UNFILLEDp—� REBAR AT TOP NOMINAL WIDTH •-•----OF16-1B/lT NOMINAL HEIGHT-- --/ l _ QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16 8F12 8F8 8U8 :.Q..ET; Q•, o G MIN, 1)150 REBARREQ'1070 1-1 /2„ CLEAR W/ Q W —I o o Q o •a , b'. C.M.U.--- J H < Q b,• GROUT �- 00 a ` BOTTOM REINFORCING z PROVIDED IN LINTEL o o I #5 REBAR AT BOTTOM (a LO (TYP. VARIES) ACTUAL o a o o Q o a Qo o a o 8" NOMINAL WIDTH 8F20 BEZ4 8F28 8F32 OF LINTEL CAVITY PRECAST LINTEL NOTES 1, PROVIDE FULL MORTOR BED AND HEAD JOINTS. 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 2. SHORE FILLED LINTELS AS REQUIRED, 318 AND ACI 530. , INSTALLATION OF ALL LINTELS MUST COMPLY WITH THE 10. PRODUCT APPROVALS: MIAMI-DADE COUNTY FLORIDA NOS 3. 03-0606.05 & 03-0605,04. FLORIDA CERTIFICATE OF PRODUCT ARCHITECTURAL and/or STRUCTURAL DOCUMENTS, APPROVAL NUMBER FL158. 4• U-LINTELS ARE MANUFACTURED WITH 5 1�2" LONG NOTCHES AT 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR THE ACCOMODATE VERTICAL CEL REINFORCING AND CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO 5. REFE THE CAST-CRETE LOAD DEFLECTION GRAPH ROCHURE APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED FOR LINTEL DEFLECTION INFORMATION. 12, ALL KACEWAYS AND PIPES PLACED IN OR THROUGH ANY 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF CONCRETE SLAB SHALL BE SPACED A MINIMUM OF THREE THE LINTEL CAVITY, DIAMETERS OF THE LARGEST CONDUIT OR PIPE FROM ANY OTHER SERVICE. 7. 7[32° DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM Aplied vertical load + Applied horizontal load S1 o STEEL FOR MECHANICAL ANCHORAGE afe vertical load Safe horizontal load 8, CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE 13. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. DESIGNER BY PROVIDINGTHE ADDITIONAL ZONALSEE REINFORCEDTAIL AT CONCRETE CTB- 17 TMIRD FLOOR CONCRETE TIE BEAM 5CHEDULE MARK PLAN SIZE REINFORCEMENT TOP of BEAM REMARKS TOP M, BOT. STIRRUPS CTB- 17 " (3) #5 N/P, (3) #5 #3 @ I G" O.C. +23'-0" 12" PATIO ROOF BEARING CTB-18 T4"511 (2) #5 N/A (2) #5 #3 @ I G" O.C. +23'-0" 6" CANTILEVERED ROOF BEARING THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIIAL MI CONDITIONS AND CONTRACT DOCUMENTS. REFER TO ARCHITECTURAL DRAWING5 J FOR ROOFING, UNDERLAYMENT t PLYWOOD SPECIFICATIONS. SHEATHING SHALL BE ATTACHED TO-- "p, ROOF TRU5SE5 w/ 8d RING SHANK Iao NAILS @ G" o.c. EDGE i FIELD. 51MP50N HETA 20 rr Ntypical at all trusses unless noted otherwise 5N24" (3-COURSE) BOND BEAM w/ (1) #5 cont. TOP REFERTO A CHITECTURAL t BOTTOM - PRECAST PLANS FOR F 50A, SOFFIT - LINTt DRIP EDGE DETAILS j refer to AT OPENINGS i refer to schedule #details #5 REBAR in FILLED CELL { COLUMN refer to plans for locations O °A MASONRY WALL (beyond) TYPICAL 8" CMU MASONRY NON LOAD -BEARING CONSTRUCTION - refer to typical wall section sheet 5-8 C m 7 � E 5�" STR CT 5N24" CONCRETE TIE BEAM g 51- w/ (2) #5'5 TOP, BOTTOM t #3 .; w/ # STIRRUPS @: 12" O.C. �, TOP @ + 1 3'-0" A.F.F. '. •: #5x8' REBAR w/ 30" LAP at FILLED WO .:, CELL COLUMN STEEL IN LAN MASONRY ABOVE t BELOW ' typical where filled cells coincide WOOD ROOF TRU55E5 DE5IGNED DY OTHERS. DRYWALL CEILING .. . - per contractor - J NELEVATOR SHAFT (before) TYPICAL 8" CMU MASONRY CONSTRUCTION INTERIOR PARTITION by contractor A URAL CONCRETE CONCRETE TIE BEAM (2) 2x 10 P.T. LEDGER.„., refer to plans t schedule -; AB (stairs O.C.Eland.W. TOP @ + 1 2'-1 1 " A.F.F. 24" O.C.WEDGE ANCHORS 4's 12" C. E.W. 24" OSTAGGERED i .... .......__ . r. OD t STEEL FRAMED DING - refer to details (BEYOND) L---�------ —�� - ;TAIRSBYOTHERS _ ) ........ ... r E - CONCRETE TIE BEAM ij cantilevered from elevator TOP @ + 1 2'- 1 1 " A.F.F. #5 REBAR m FILLED CELL 1 COLUMN "P refer to plans for locations O I A TYPICAL 8" CMU MASONRY _ CONSTRUCTION - refer to I; typical wall section sheet 5-8 1 #5 REBAR LAP 30" w/ FILLED CELL COLUMN STEEL per - 111 ..RAILING ARCHITECT r \ M ^ ss j G" STRUCTURAL CONCRETE SLAB w/ G" nominal CONCRETE < #4'5 12" O.C. E.W. SLAB (BALCONY) w/ _ 4T12"O.C. E.W. i M. -- Frame Ceihn '-120 HOOK '� CONTRACTOR i 5N24" CONCRETE TIE BEA 8 x 19" CONCRETE TIE BEAM 8"x I G" (ommap CONCRETE w/ (2) #55 TOP t BOTTOM w/ (2) A 55 TOP t BOTTOM EAM (cantilevered) , and #3 STIRRUPS @ 1 2" O.C. and #3 STIRRUPS @ 1 2" O.C. w/ (2) #5'5 TtB TOP @ +C'-0" Finish Floor TOP @ -0'-1 " B.F.F. refer tc plans for locations EXTEND BOT BOTTOM Of BEAM OCOINCIDE 10 01 0 -- - - ` I ENTRY DOOR (ADD (2) #5'5) i ENTRY DOOR - REFER TO v ARCHITECTURAL PLANS d� MASONRY WALL (beyond)— � ' I Q refer to plans t schedule NON LOAD -BEARING - TYPICAL MASONRY (beyond) i 1 FRANGIBLE ENTRY li STOOP t STEPS refer to architecturals I G" AUGER -CAST PILE AND 24" GRADE BEAM (BEYOND) REFER TO DETAILS STANDARD HOOK :yond) 3 SHAFT (before) -/ 'CMU MASONRY ,TION WOOD FLOOR TRUSSES DESIGNED BY OTHERS depth to be determined SCOFFER CEILING refer to architectura15 8N24" (3-COURSE) BOND BEAM w/ (1) #5 cont. TOP t BOTTOM - PRECAST LINTEL AT OPENINGS refer to schedule t details #5 REBAR in FILLED CELL COLUMN refer to plans for locations TYPICAL 8" CMU MASONRY - CONSTRUCTION - refer to typical wall section sheet 5-8 (SLIDING GLASS DOOR beyond) (2) 2x 10 P.T. LEDGER saNT' WEDGE ANCHORS @ 24" O.C. STAGGERED CONSTRUCTION ET .y REFER TO ARCHITECTURAL DRAWINGSFOR ROOFING, UNDERLAYMENT t PLYWOOD SPECIFICATIONS. SHEATHING SHALL BE ATTACHED TO ROOF TRUSSES w/ 8d RING SHANK NAILS @ G" o.c. EDGE t FIELD. 0 SIMPSON META 20 SIMPSON META 20 w typical at all trusses /'typical at all trusses unless noted otherwise / unless noted otherwise DRYWALL CEILING per contractor REFER TO ARCHITECTURAL PLAN5 FOR FASCIA, SOFFIT . t DRIP EDGE DETAILS •' 'i 12"x24" CONCRETE TIE BEAM w/ (3) #5'5 TOP t BOTTOM and #3 STIRRUPS @ 12" O.C. FORM -POURED CONCRETE COLUMN (beyond)\` refer to plans t schedules F { G" STRUCTURAL SLAB refer to plans for reinforcement '. .:illi ..,.,..�....s..�ra"meCeihng.b+ ...:.�az. ,..a,.,. � Y � w CONTRACTOR i _ COFFERCEILING�1-._._,.I l.._.. refer to architecturals CONCRETE TIE BEAM refer to plans t schedule TOP @ + 13'-0" A.F.F. SLIDING f refer to TYP. 12" CN CONSTRUCT 8"x20" CONCRETE IE BEAM w/ (2) #55 TOP t E OTTOM N/0 and #3 STIRRUPS I G" O.C. , (beyond) , _ •8 ! I (2) 2x 10 P.T. LEDGER GYP -CREPE OVER 3/4" TEG PLYWOOD 5UBFLOOR "° ° � V8"x7" WEDGE ANCHORS @ ATTACH w/ #8 x 1 3/4" WOOD SCREWS (min.) @ (2) 2x 0 P.T. LE G" 5TRU UPAL CONCRETE 24" O.G. STAGGERED G" O.C, EDGE t 12" o.c. FIELD - REFER TO 5/e"x7° WEDGE ANCHC 24' O C. STAG SLAB w 4's 12" O.C. E.W. / CTURA FURTHER I ARCH RAILS FORSPECIE CATIQN5 TYPICAL FOR ALL 51-113FLOORING ATTACHMENT ..,..,..,... ............... .............. ...° ... .......... .... ....._._ ............ ............ / - WO OR SS Frame Ceiling by /� DESIGNED Q ''4�^". CONTRACTOR % depth to be de rmined CONCRETE TIE BEAM irefer-- o plans f schedule- / ' TOP @ -0'-1" 5.F.F LH5M 19.50' NAVD� [ ELEVATOR SHAFT (before) TYPICAL MASONRY SHEARWALL ` j NTYPICAL 8" CMU MA50NPY FER TO TYPICAL WALL SECTION' I' CONSTRUCTION 12" PILASTER BLO K COLUMN FOR MASONRY CONSTRUCTION ; 15 - refer to plans for filled cell refer to plan t schedule locations 1FRANGIBLE MASON Y (beyond) SEE DETAIL SHEETS 9 4" thick 3000p5i C DNCRETE SLAB - TYPICAL 51-IEAP.WALL FOOTING FIBERME5H PEII, SAW CUT into 5'x F. - FRANGIBLE -- max. SECTION - refer to details sheet 5-9 rer 4" thick 3000psi CONCRETE SLAB - (4) STANDARD H FIBERME5H REINF. - FRANGIBLE - eooca ions SAW CUT into 5'x5' max. SECTIONS - feto pr cut lans fol -re r o pan! r cu ocations Lora, I" (I 40 q I G" AUGER -CAST PILE AND 24" GRADE BEAM (BEYOND) REFER TO DETAILS 6mil VISQUEEN (or equivalent) VAPOR BARRIER & TERMITE STANDARD TREATMENT REQUIRED UNDER ALL HOOK INTERIOR SLABS & FOUNDATIONS /01'4 BUILDING SECTION SCALE: 112" = I '-0'1 I G" AUGER -CAST PILE AND 24"561. TPAN51TION CAP l CONCRETE TfIE BEAM .. refer to plan t schedule 0 :. m I I - rG" STRUCTURAL SLAB / refer to plans for reinforcement CONCRETE E BEAM 12" HO, refer to plans t schedule " TOP @ +O' O" Fmish Floor .' 12" HOOK -, CONCRETE TIE BEAM refer to plans it schedule ' BOTTOM @ -2'-4" B.F.F. I � ) -I o a s — 4" thick 3000p5i CONCRETE SLAB - FIBERMESH REINF. - FRANGIBLE - SAW CUT into 5'x5' max. SECTIONS - refer to plans for cut locations Y Q s O � 0 I m N N ( Y/) M V) I I 0 a 0 U U y O U o U f/1 C, o0 Ca o d �zxg wn �� Nx W � � a � C7U� a W N � � N . o � x zou v ao � 1 o CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. w� O � � O U U TO PROJECT NO. 18-022 SHEET S - 7 REFER TO ARCHITECTURAL DRAWINGS FOR ROOFING, UNDERLAYMENT t PLYWOOD SPECIFICATIONS: SHEATHING SHALL BE ATTACHED TO ROff TRU55E5 w/ 8d RING SHANK NAI 5 @ G" o.c. EDGE t FIE 51MF51 2d typical at all trusses unless noted otherwise REFER TO ARCHITECTURAL PLANS FOR FASCIA, SOFFIT it DRIP EDGE DETAILS. REFER TO ARCHITECTURAL PLANS FOR INTERIOR t EXTERIOR WALL FINISHES REFER TO ARCHITECTURAL DRAWINGS FOR , ROOFING, UNDERLAYMENT t PLYWOOD SPECIFICATIONS. SHEATHING SHALL BE ATTACHED TO K001"1110Q1�EWil�W RING g SHANK NFr('GC®XoPC$ O over WOOD TRUSSES by others 5IMP50N HETA 20 typical at all trusses unless noted otherwise --'� REFER TO ARCHITECTURAL PLANS FOR FASCIA, SOFFIT t DRIP EDGE DETAILS REFER TO ARCHITECTURAL - PLANS FOR INTERIOR 4 O EXTERIOR WALL FINISHES _I m_ #5 REBAR In FILLED CELL COLUMN refer to plans for locations 5"x24" CONCRETE TIE BEAM w/ (2) #5'5 TOP t BOTTOM and #3 5TIRKUP5 @ I G" O.C. &'x24" (3-COURSE) BOND BEAM w/ (1) #5 cont. TOP if BOTTOM - PRECAST LINTEL AT OPENINGS refer to schedule t details ' #5 REBAR in FILLED CELL ' COLUMN refer to plans for location TYPICAL 8" CMU MASONRY - CONSTRUCTION -refer to O 'I typical wall section at. right O WOOD ROOF TRU55E: DE5IGNED BY OTHERS �. #5x50" REBAR w/ 30' LAF at FILLED CELL COLUMN STEEL IN MASONRY ABOVE (2) 2x 10 P.T. LEDGER _ -1t x7" WEDGE ANCHO @ 24" O.C. STAGGERED GYP-CRETE OVER PLYWOO 5U5FLOOR WOOD FLOOR TRUSSES " DESIGNED BY OTHERS depth to be determined 07Z \-FRAME DOWN CEILING by contractor 8"x2 " (3j COURSE) BOND BEAM w/ (1) #5 cont. TOP t BO OM - PRECAST UNTE AT OPENING5 refer to schedule d details A,L 8" CMU MASONRY }RUCTION - refer to wall section at right # x50" REBAR LAP 30" w/ -FILLED CELL COLUMN STEEL g LAF VERTICAL STEEL o A MINIMUM OF 48 �BAR DIAMETERS � R� wxv�x.rx. uww x�a °w.w momuw:� G" nominal 3000pe1 CONCRETE SLAB gym/ #4'5 1 2" O.C. EN/ I G" HOOK 20" HO CANTILEVER I G"x28" CONCRETE TIE BEAM w/ (3) #5'5 TOP, MIDDLE t BOTTOM and #3 5TIRRUP5 @ 1 2" o.c. TOP @ -0'-I" Below Fm,sh Floor WOOD FLOOR TRUES, GIRDER depth to be determined DESIGNED BY OTHERS MECHANICAL CONNECTION per TRU55 MANUFACTURER CONSTRUCTION SET THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. REFERTO ARCHITECTURAL_ DRAWINGS FOR ROOFING, UNDERLAYMENT t PLYWOOD SPECIFICATIONS. SHEATHING SHALL BE ATTACHED TO ROOF TRU55E5 w/ 8d RING SHANK NAILS @ G" o.c. EDGE t FIELD. typical at a tN55 unless noted otherwise REFER TO ARCHITECTURAL PLANS FOR FASCIA, SOFFIT t DRIB EDGE DETAILS REFER TO 4t RCHITECTURAL PLANS OR INTERIOR EXTERIOR. WALL FINISHES E g bN24" (3-COUR5E) BOND BEAM w/ ( I ) #5 cont. TOP t BOTTOM - PRECAST LINTEL AT OPENINGS refer to schedule t detatls #5 REBAR in FILLED CELL COLUMN refer to plans for locations TYPICAL 8" CMU MASONRY CONSTRUCTION - refer to typical wall section at right /—#5x50" REBAR w/ 30" LAP at FILLED CELL COLUMN STEEL IN MASONRY ABOVE GYP-CRETE OVER PLYWOOD 5UBFLOOP `—Ox4 (or better) P.T1 M!ONT. NAILER 5'x24" CONCRETE TIE BEAM ANCHORED STEEL WE PLATE 1 '... "V/ (2) #5'5 TOP t BOTTOM y 8"x28" (3 -COURSE BOND` (,n concrete beam be ond) - - refer to plans t details 1 REFER TO ARCHITECTURAL ) - 1 and #3 STIRRUPS @ 12" O.C. PLANS FOR FASCIA, SOFFIT BEAM w/ (I) #5 cont. TOP FRAME DOWN CEILING 8"x24" CONCRETE TIE BEAM TOP @ + 3'-0" A.F.F. 1 t BOTTOM - PRECAST w/ (2) #5'5 TOP $ BOTTOM t DRIP EDGE DETAILS by contractor 1 LINTEL AT OPENINGS and #3 STIRRUPS @ 1 2" O.C. _ I I refer to schedule t details TOP @ + 3 0" A.F.P. SOT. @ + I 1 -0" A.F.F. REFER TO ARCHITECTURAL I I PLANS FOR INTERIOR t 1 I O EXTERIOR WALL FINISHES I I7 TYPICAL 8" CMU MASONRY 1 (� CONSTRUCTION - refer to ' typical wall section at right i INTERIOR PARTITION = - Q_ I I O by contractor TUBE STEEL 1, COLUMN (beyond) #5 REBAR in FILLED CELL) i o T refer to deta115 COLUMN I 1 refer to plans for locations _;� INTERIOR PA TITION I i by co tractor i 4 O1 1 I ,. w //0 #5x50" REBAR LAP 30" / I ` � anr^.mmaard,nmw.xa' `- ANCHORED STEEL I I I FILLED CELL COLUMN STEELVam I 1'-, 2 2x I 0 P.T. LEDGER GYP RETE OVER 3/4" T$G PLYWOODrICCATO.. FLOOR WELD PLATE (beyond) j O refer to details i i E IL { I GYP-CRETE OVER 3/4" TSG PLYWOOD SUBFLOOP s' M ATTACH wl #8 x 3/4" WOOD SCREW(min.) @ SY5"x7" WEDGE ANCHO @ d ATTACH w/ #8 x 1 3/4" WOOD SCREWS (min.) @ 6 0. EDGE t 2" o.c. FIELD - REFE 1 i 24" O.C. STAGGERED (2) 2x 0 P.T. LEDGER g LAP VERTICAL STEEL G" o.c. EDGE t 1 2" o.c. FIELD - REFER TO ARC ITECTURAL5 FOR FURTHER SPEII i •, TYPI AL FOR ALL SUBFLOORING ATTAENT she WEDGE ANCHORS O L; A MINIMUM OF 48 ARCHITECTURALS FOR FURTHER SPECIFICATIONS 24 O.0 STAGGERED BAR DIAMETERS TYPICAL FOR ALL 5UBFLOORING ATTACHMENT N d 1 WOOD FLOO S P 3000 s, 9 .,:......,... .,,...,.,..�. ...,,,,...e.�.. ' . _.,�,. G" nomin °°�•�- ' DESIGNED BY OTHERS CONCRETE SLAB /Z depth to be determined #4's 2" O.C. E.W. p[ j 2x4 P.T. ONT. W D FLOORTRUS S I t WOOD OORTRUSSES p z' HOOK DPP ! i i rt4 I I \K7zj NAILER (ypicap DIff IGNED BY OTHERS ,r . ; { DESIGI,IfD BY OTHERS I 8"x24" CONCRETE TIE BEAM w/ (2) #5'5 TOP t BOTTOM 4'-8" CANTILEVER—/ TA, DRYWALL CEILING and #3 STIRRUPS @ 2" O.C.-- per contractor LI—ISM 2 I .6 7' AV D 2"x24" CONCRETE TIE BEAM w/ (2) #5'5 TOP t BOTTOM #3 STIRRUPS @ I G" o.c. 12"x30" CONCRETE TIE BEAM (top of beam a -0'-1 }" B.F.F.) w/ (2) #5'5 TOP, BOTTOM, MIDDLE and #3 STIRRUPS @ I 1 2" c.c. (bottom of beam @ Otop of window elevation) REFER TO GARAGE DOOR _ I BUCK DETAIL FOR SPECIFICATIONS — CASEMENT WINDOW per ARCHITECH 1 2' PILASTER BLOCK COLUMN �- be ord` A O O ED N v 0 ALLOWED � M refer to plans t sehc�lule h — 16.50' N VD ,..wM �m..° ,.° .°.°.°.°, .:°.° w�,°n �...° °"°.°.,� °.° �, .,°u.. GROUT FILLED #5or PECA5' ALLOWED LH5M 16.50' NAVD 71:o #5 or PRECAST (saw -cut at center) N r ALL ENCLOSED SPACES BELOW THE BASE FLOOD GARGAE DOOR (=( 1 ELEVATION SHALL BE PROPERLY VENTED IN refer to ('[ 9 l 7 FRAN IBLE 2" CMU ACCORDANCE WITH FRO REGULATIONS - USE ARCHITECTURAL5 ALL ENCLOSED SPACES BELOW THE BASE FLOOD �,)R ' PILLED CELL @ CENTER OF I FRA NRY CAST-CRETE 8U8 PRECAST CONCRETE LINTELS (or ELEVATI N SHALL BE PROPERLY VENTED IN WINDOW OPENING - STUB J equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN ACCORDA CE WITH FBC REGULATIONS - USE I. #5 REBAR into TRANSITION ,� CONS RUCTION 4" thick 3000psi CONCRETE SLAB - MASONRY WALL APPLICATIONS -REFER TO CAST -GREY SUB PRECAST CONCRETE LINTELS (or 1a 3 ..I CAP (max. G" embedment) PIBERME5H REINF. - FRANGIBLE ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS equivalent) BOVEWAL ALL REQUIRED FLOOD VENTS IN �m e I I �SAW efer to pla�s for cut Iocat onlaNS MASONR WALL APPLICATIONS - REFER TO Bt ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS (4) STANDARD HOOKS— )i 11 1 1 RECESS FOR GARAGE (BEYOND) I G" AUGER CAST FILE t 24" TRANSITION CAP (beyond) refer to plans t detail§ DOOR - refer to details (beyond) 51MP50N HETA 20 typical at all trusses unless noted otherwise 4" thick 3000p51 CONC ETE SLAB - ' 6" AUGER -CAST PILE t FIBEKMESH REINF. - FRANGIBLE - E 24"5cl. TPAN51TION CAP SAW CUT into 5'x5' max, SECTIONS °L OOKSbeyond) (4) STANDARD HOOKS(beyond) refer to plans t details - refer to plans for cut to bons I:° O Emil VISQUEEN (or equivalent) 6" AUG' TRAMS1 rloN CAP PILE AND 2 4° VAPOR BARRIER & TERMITE 4, TREATMENT REQUIRED UNDER ALL _ (before) INTERIOR SLABS & FOUNDATIONS WALL SECTION 2 SCALE: 112" = I -011 5-8 /01 I G" AUGFP CAST PILE AND 24" TRANSITION CAP (before) i WALL SECTION SCALE: 112" = P-0" I G" AUGER -CAST PILE AND 24" TRANSITION CAP (before) CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. i o N, 0 rn N N 0 9 M 17 0 r z w z o n 0 a N M E N IL z w a U `v a w rn S w Y o . 00 o � I � (V N N M N •II I o a o 0 0 z z w W K S U Q 60, U � too Wz M W ,on U r O D�Wz °o ZW W � � w U 0., E�"II z N W -+- O °� `✓ �U0 x P. N W o ao _n �v ;o P4 4z U O7�1�11.4 PROJECT NO. 18-022 SHEET S VR 1 ` t f refer0 FRANGIBLR WALL DETAILS FINISH N g con5tf 5- for masonry cons GRADE - � tPuction specifications 4" thick 3000p5i CONCRETE SLAB - FIBERMESH REINF. - FRANGIBLE - SAW CUT into APPLY WATERPROOFING TO f • 1 5'x5' max. 5ECTION5 - refer MASONRY WALLA MINIMUM 1 2" I 'I to plans for cut locations ABOVE ADJACENT FINISH GRADE NOT REQUIRED WHERE FLOOR #5 LAP STEEL ELEVATION 15 G" OR MORE ; G" MAX. EMBEDMENT ABOVE FINISH GRADE 7(SQUEEN' VAPOR BARRIER Over., ERMITE TREATED COMPACTED FILL (98% max. density) (2) #5's (3" MIN. PROTECTION) 1000P5xi CONN CRETE DISCONTINUE STEEL MIN. 3" FROM MONOLI TRAN51TION CAP - refer to TYPICAL PILE /, MONOLITHIC FOOTER @ PILE CAP detail sheet 5-3 (51milar)�1 2° TRANSITION CAP (2) #5'5 SHALL BE CONTINUOUS (beyond) AT ALL SHEARWALL FOOTINGS - refer to plans for locations AUGER CAST FILE (beyond) FOUNDATION SECTION SCALE: 3/4" = I '-0" EXPANSION JOINT per contractor TYPICAL 8" CMU "FRANGIBLE" O MASONRY m CONSTRUCTION refer to TYPICAL WALL SECTION k refer to TYPICAL WALL SECTION (sheet 5-5) for masonry 1 . (sheet 5-8) for masonry construction specifications I construction specifications 4"tick 3000p51 CONCRETE "' G ,° 4" thick 3000p5i CONCRETE S - FIBERMESH REINF. - STANDARD STANDARD SLAB - FIBERMESH REINF. - F NGIBLE -SAW CUT into I HOOK HOOK G ,I FRANGIBLE -SAW CUT into 5'x 'max. SECTIONS -refer 5'x5' max. SECTIONS -refer to o plans for cut locations I • plans for cut locations F f�,, r.e •b-� v a 7" STRUCTURAL SLAB I clean termiteLQ (elevator pit base) - #415 1 j treaed gray,+lar fill', I 1 2" 0.C.E.W. Gmil VI QUEEN VAPOR ARRIER ERMITE�18'x24" deep ELEVATOR over REATED } e e o ? e r I SHAFT FOUNDATION w/ COMPAC ED FILL (3) #5's CONT. (top t " °" _ "" _" (98% Max. density) bottom) * #2 TIES @ I G" I O.C. - TYPICAL @ � TYPICAL AUGER CAST PILE ELEVATOR PERIMETER REFER TO DETAILS (beyond) 2" MIN COVERAGE typ. for all slab steel 5" THICKENED EDGE ELEVATOR PIT DETAIL in)#scont.VAPOR BARRIER SHALL BEEmil VISQUEEN (or equivaent), SCALE: 3/4" = I'-0"Zw "fran rolesLAB UNLESS NOTED OTHERWI E. = vAeoe BA�kIFR a" i ant mit eatad ,. 4" thick 3000p5i CONCRETE SLAB - #5 LAP STEEL FIBERMESH REINF. FRANGIBLE - 6" MAX. SAW CUT into 5'x5' max. SECTIONS EMBEDMENT - refer to plans for cut locations TYPICAL FOR ALL FRANGIBLE SLABS FINISH GRADE 18"deep x 1 2" 3000p5i CONCRETE o MONOLITHIC FOOTER (2) #5'5 (3" MIN. PROTECTION) DISCONTINUE STEEL MIN. 3" FROM TRANSITION CAP - refer to TYPICAL PILE @ PILE CAP detail sheet S 3 (similar) 12" TRANSITION GAP (2) #5'5 SHALL BE CONTINUOUS (beyond) AT ALL SHEARWALL FOOTINGS - refer to plans for locations AUGER CAST PILE (beyond) FOUNDATION SECTION � 2 SCALE: 3/4" = I '-0'r 8" THICKENED EDGE EXPANSION JOINT w/ (1) #5 cont. per contractor # 4 fran ible SLAB @ I I' C B F.F VAPOR BPeRI'ER'� compacted granular fill N MA50 Y' eEARWALL refer to TYPICAL WALL SECTION (sheet S- 10) for masonry STANDARD construction specifications /— HOOK 4" thick 3000p5i CONCRETE SLAB - ' deep FOOTING w/ FIBERMESH REINF. - FRANGIBLE 22" x 24" dede - (3) 2x 4(top # bottom) SAW CUT into 5'x5' max. SECTIONS #3 STIRRUPS @ I G" O.C. - N refer to plans for cut locations TYPICAL at ALL SHEAR WALLS TYPICAL FOR ALL FRANGIBLE SLABS t ELEVATOR WALLS 3" MIN. PILE 2,_ 2" EMBEDMENT G" - TYPICAL AUGER CAST PILE REFER TO DETAILS S H EAR " J TING INTERIOR �0 INALL FOO @ SCALE: 3/4" = '-0" THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construot'on Set" DATED SIGNED AND SEALED BY THE ENGINEER APPLY WATERPROOFING TO MA50NRY WALLA MINIMUM 1 2" ABOVE ADJACENT FINISH GRADE NOT REQUIRED WHERE FLOOR �ELEVATION 15 G" OR MORE ABOVE FINISH GRADE FINISH GRADE 4" thick 3000p5i CONCRETE SLAB - FIBERMESH REINF. - FRANGIBLE - SAW CUT into 5'x5' max, refer to TYPICAL WALL SECTION to plans for cut locations (sheet 5- 10) for masonry construction specifications ... ,. ., e........ a `— P6FK,,5ARk,cR .. Ole -an fill a 22" x 24" deep FOOTING w/ (3) #5'5 CONT. (top t. bottom) & #3 STIRRUPS @ I G" O.C. - TYPICAL at ALL SHEAR WALLS B ELEVATOR WALLS — 22"- 3" MIN. FILE EMBEDMENT I G" - STANDARD HOOK TYPICAL AUGER CAST PILE REFER TO DETAILS ) I SHEAR WALL FOOTING @ EXTERIOR F7 SCALE: 3/4" = I '-0" 8" THICKENED EDGE EXPAANSION JOctor w/ (I) #5 cont. refer to FRANGIBLK WALL DETAILS N (sheet S- for masonry _ _ 4' frangible SLAB constructionn specifications APOR BARS `, ." FRANGIBLE 8 GMU1.. � MASONRY CONSTRUCTION f 4" thick 3000psi CONCRETE MASONRY SHEARWALL O 11 SLAB - FIBERMESH REINF. - refer to TYPICAL WALL SECTION -clean termite treated FRANGIBLE - SAW CUT into (sheet S-I0) for masonry 8„,',�ompactEd granular,fil 5'x5' max, SECTIONS - refer construction specifications to plans for cut locations STEP #5 LAP STEEL O 22" x 24" deep FOOTING w/ STANDARD 4" THICK FORCED ) i (3) #5's CONT. (to * bottom) HOOK FM REINFORCED refer to G" MAX. EMBEDMENT # #3 STIRRUPS @pl G" O.C. - CONCRETE SLAB TYPICAL at ALL SHEAR WALLS (frangible) N # ELEVATOR WALLS e e 4" thick 3000p5i CONCRETE SLAB - EXPANSIONJOINT contractor FIBERMESH REINF. - FRANGIBLE - s SAW CUT into 5'x5' max. SECTIONS ( 18"deep x 1 2" p R N 3000psi CONCRETE _ Nrefer to plans for out locations rO ° MONOLITHIC FOOTER TYPICAL FOR ALL FRANGIBLE SLABS 4� fran ible SLAB ¢ o 0 .. -- (2) #5'5 CONT. j Gmil VISQUEEN VAPOR BARRIER t �3" MIN, PROTECT. �__ over TERMITE TREATED COMPACTED FROM TRANSITION EEL IO. 3" FILL (98% max. density) DISCONTINUE STEEL MIN. 3' Clean to nm'e try ted �3 MIN PILE 1 2" TRANSITION CAP compacted.gra ulcer fill 8 .X. _ 22, EMBEDMENT to TYPICAL PILE @ PILE CAP i Y (be ond) detail sheet 5-3 (similar) , AUGER CAST PILE (beyond) _ I TYPICAL AUGER CAST PILE REFER TO DETAILS 5 �8 FOUNDATION SECTION F SCALE: 3/4" = I '-0" S H EAR WALL FOOTING @ T RAN S I T I O N SCALE: 3/4" = 1 '-0" "VAPOR BARRIER" SHALL BE 6mll VISQUEEN (or equivalent), 4"frangible SLAB 4"thick 3000psiCONCRETE UNLESS NOTED OTHERWISE. @ o BFF SLAB - FIBERMESH REINF. - CONCRETE COLUMN _ 8y8" THICKENED EDGE FRANGIBLE - SAW CUT into or MASONRY WALL VAP0R'5AKR1ER ' ° w/ (1) #5 cont. 5'x5' max. SECTIONS - refer beyond) to lane for cut locations INf, p tip" �" •'"`"*�,a W.Po eleantermfte ram lar, f0f, IY2" RECESS PAV DRIVE Gmil VISQUEEN VAPC<' «1r , over TERMITE TREATED, 0 ,r P,� LE 9 ' FLO ILL (98%max. density) ° - @ (2) #5 s CONT. 8'deep x l 2' 3000p51 CONCRETE 2 , 3" MIN PROTECTION - MONOLITHIC FOOTER DISCONTINUE STEEL MIN. 3" FROM TRANSITION CAP - refer TRANSITION CAP to TYPICAL PILE @ PILE CAP (beyond) detail sheet 5-3 (similar) AUGER CAST PILE (beyond) FOUNDATION SECTION �6 SCALE: 3/4" = I '--0" �MASONRY KNEE WALL CKF LLB (RETAINING WALL) w/ (1) #5 vert. IN GROUT O APPLY WATERPROOFING i FILLED CELL @ 32" o.o. TO MASONRY WALL j ro PRIOR TO BACKFILLING E � i #5 LAP STEEL G MAX. EMBEDMENT 9 4" fran able SLAB @ 14 10 BFF ro brri { VISitU°FN VAPOR BARRIER outs TERY11TIt TREATED COMPACTED ° ° ` ( FILL (98010 max. density) (2) #55 (3" MIN. PROTECTION) 1 8"deep x 1 2" DISCONTINUE STEEL MIN. 3" FROM 3000psi CONCRETE TRANSITION CAP - refer to TYPICAL PILE MONOLITHIC FOOTEP @ PILE CAP detail sheet 5-3 (similar) Z1.0 1.2" / TRANSITION CAP (2) #5'5 SHALL BE CONTINUOUS (beyond) AT ALL SHEARWALL FOOTINGS - refer to plans for locations AUGER CAST PILE (beyond) FOUNDATION SECTION �g SCALE: 3/4" = 1'-0" -- z 0 ti 5 w o! wo c ao N 'a o z >w A � � O ,4 w � � O O z U O Va C/1 PROJECT NO. 18-022 ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL CONTRACTO SHALL COORDINATE ALL DETAILS AND JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. ELEVATIONS I WITH ARCHITECT PRIOR TO CONSTRUCTION. SHEET S-9 CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. FILLED CELL MASONRY COLUMN W/ I #5 VERT. IN EA, CELL. LAPPED @ FOOTING AND TIE CONCRETE. (REFER I TOPLANENDED OAT LEFT td FOR SPECIFIC LOCATIONS) EM ■ COLUMN DETA FILLED CELL MASONRY COLUMN W/ 1 05 VERT. IN EA. CELL. LAPPED @ FOOTING AND EXTENDED INTO TIE BEAM. FILL W/ 3000 PSI CONCRETE. (REFER TO PLAN AT LEFT FOR SPECIFIC LOCATIONS) IL SCALE: 3/4" = 1 '-0" FILLED CELLS SHALL BE LOCATED NO FURTHER APART THAN 48" O.C., UNLESS SPECIFICALLY DIMEN51ONED OTHERWISE ON THE FOUNDATION PLAN. MASONRY 5 refer to TYPICAL N #5 VER . Ir GR�LIT FIL ED CELL I STANDARD ) HOOK L- 4�' n1e6 LA5 "�4� ' le -fa -- @I-I I 0 B.F.F �,� �� T G, 1 a TOP of BEAM TAND @ 1 2 6 B.F.F. I HOOK r.. SfANDA I ---. _ t__. i 2 h ----p# - 2' x 24" deep FOOTING w/ (3) #5'5 CONT. (top 4 bottom) # #3 STIRRUPS @ I G" O.C. - TYPICAL at ALL SHEAR WALLS t ELEVATOR WALLS 22" x 24" deep FOOTING w/ (3) #55 ., CONT. (top $ bottom) * #3 STIRRUPS ' @ I G" O.G. - TYPICAL at ALL SHEAR TRANSITION WALLS $ ELEVATOR WALLS 1 I „ STEEL (G) #5's00 24" ( d 24"x3G"x24" "S" TYPICAL 3" min. PROTECTION FOR ALL REINFORCEMENT STEEL m TYPICAL AUGER CAST PILE 16" REFER TO DETAILS �L- 24"01 SHEAR WALL FOOTING @ TRANSITION SCALE: 3/4" = I '-0'i PU ENGINEERED WOOD TRU55 5 NAILS (OF REGD) MUST BE INSTALLED INTO TPU55 SEAT CONCRETE OR " BLOCK BEAM - 411 MIN. 5IMP50N fIETA20 CONNECTOR DETAILS SCALE: NOT TO SCALE THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. WINDO ° x.p FRAME ' /4'x3" TAPCON GLA55 2x4 P.T. BUCK JIAMB DETAIL k * ® p WINDOW �* x4 P.T. FRAME , BUCK , 4' x 3" GLA 5 TAPCON HEADER DETAIL BUCK/FRAME ATTACHMENT 2x4 (MAX.) P.T. WINDOW BUCK FASTEN TO C.B.S. w//a''x2 34" MIN. TAPCON5 G" MAX. FROM ENDS AND 1 2" O/C MAX. (TYR. THREE SIDES) 1x3 (MIN.) P.T. WINDOW BUCK FASTEN TO C.15.5. w/ 3/G"x2%4" MIN. TAPCON5 G" MAX. FROM ENDS AND 1 2" O/C MAX. (fl'P. THREE SIDES) OPTIONAL FASTENING (WINDOW & DOOR) OPTIONAL FASTENING: /4"x3" MIN. TAFCON5 THRU FRAME, BUCK* INTO C.B.S. (I L' MIN. EMBEDMENT). TAPCON5 REQ'D AT EACH SCREW LOCATION PROVIDED BYMANUFACTURER "DETAILS ABOVE DEPICT THIS OPTION" IT COMP $ LINTEL or CONCRETE EAM ........... _.. .. _. LAP VERT. STEEI_ & �® CORNER e 4" MIN MINIMUM OF 24" OPEN FOR #5 VERT. IN FILLED WINDOW CELL COLUMN (tvp) L...... NOTE: POUR SOLID 8" EEP (MIN) ®EACH WIN OW SILL PRECAST CAST—CR TE SILLS MAY BE USE POURED PILL EXISTING LAP VERT. STEEL & STANDARD HOOK A INTMUMTOF- 488 BAR DIAMETERS CONCRETE TIE BEAM CONCRETE BLOCK WALL G� TYPICAL WINDOW OPENING DETAIL SCALE: NOT TO 5CLAE CONC BEAM / S EEL FORCEMENT FRANGIBLE —TYP. G" max. f embedment 8 C.M.U. E I L rPAt I "z - .(NIT i,nnnr=t� TAP-€ HORIZONTAL - EINORCEMENT j #5 IN FILLED ELL OLUMN @ 8" O.C.- ' - max. *AT OP NINGS - UNFIL�ED PECFST COLUMNS CNCR E LINTL FLOOD WENT per ARCHITECT . I TYP. G" ma1._.-..-� --- .,---embedmen i IT (" I m FRANGIBLE FOOTING * discontinue steel @ TRANSITION CAP transition caps 4n I G" AUGER PILE FRANGIBLE WALL DETAIL SCALE: not to scale CONDITION #i: STRAP IS 0' TO 3/8' AWAY FROM EDGE OF TRUSS. REPAIR: NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8' TO 1-1/2' AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2' AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN USING USP RT18112 ANCHORED TO WALL WITH (3) 1/4'x2-1/4' (MIN.) TAP -CONS AND NAILED TO TRUSS WITH 7-10d. MAXIMUM 1200 LBS. UPLIFT. APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL. NOTE: USP-RT'181 12 MAY BE SUBSTITUTED WITH SIMPSON HTSM I G AT ANY LOCATION 1/4' X 2-1/4' TAPCONS SPACED Y AT LEAST 2" FROM TOP 5TPAP MISALIGNMENT REPAIR SCALE: not to scale NCO] 01 REFER O ARCHITECTURAL PLANS F R FASCIA. 50FFIi' 6 DRIF EDGE DETAILS SET 4 I RIJ.ST ''I1� -4 4e REFER TO ARCI-11TECTURAL DRAWINGS FOR k ROOFING, UNDEKLAYMENT 4 PLYWOOD SPECIFICATIONS, SHEATHING SHALL BE "� 1 ATTACfU TO ROOF TRJ55E5 w/ 8d RING o ,). 51­1ANK NAIL5 @ G" o.c. EDGE FIELD. 0 SIM 2,0 v typical at a true5e"d5 s ^� �� cv unles5. noted otherwise Z N -----— 9 a vJi m E � N w w 2 0 U m C. w N w o: Y o v m i N o a o o I o Z o Z �+ U O1 0MI IFsa � o .5 '^ M E' ry M .Q , 004 .ti I� a W .0 W O Q Ow a v� w z W W — N 0 W W <w UI �aw0 z�0< n a � d 1rr-Lhh�i� Q � Wes_ V Z a 8"x28" (N-COUR5E) BOND BEAM w/ (I) #5 cont. TOP 4 BOTTOM - PRECAST LINTEL AT OPENINGS refer to schedule 4 details TYPICAL 8" C.M.U. MASONRY WALL w/ 9ga. LADDER TYPE HORIZONTAL KEINFOR.CEMENT AT EVERY OTHER COUR5E (I G" O.C.) 4 #5 vert. IN FILLED CELL COLUMN AS INDICATED ON PLANS _ FiLLED CELL COLUMNS SHALL BE � LOCATED MAX. 4'-0" O.C. 4 ... a) EACH 51DE OF ANY OPENING REFER TO ARCHITECTURAL ! b) AT ALL CORNERS PLANS FOR INTERIOR t, c) AT ALL WALL ELEVATION CHANGES ALL ENCLOSED SPACES BELOW THE BASE FLOOD EXTERIOR WALL FINISHES d) AS INDICATED ON PLAN ELEVATION SHALL BE PROPERLY VENTED IN ACCORDANCE WITH FBC REGULATIONS — USE '.CAST—CRETE BUB PRECAST CONCRETE LINTELS (or equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN MASONRY WALL APPLICATIONS — REFER TO ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS { 4 x ry f a CONCRETE,TIE BEAM i 1 (1) 24"x24"x#5__ ADDITIONAL (1) #5 CORNER each side * v @ 12" O.C. 4 MIN LAP CORNE BARS w/ (1) #5 90" max. F_ #5 VERT. IN FILLED - CELL COLUMN (typ.) MASONRY ROUGH OPENING — REFER TO ARCHI EC URALS FORM —POUR 8"x8" (min.) CONCRETE SILL w/ (1) #5 or PRECAST CAST—CRETE SILL (or equal) LAP VERT. STEEL & STANDARD HOOK A MINIMUM OF 48 BAR DIAMETERS (30"min.) SCALE: NOT TO SCLAE WINDOW OPENING DEMONSTRATED — DOOR OPENING IS SIMILAR (no sill, etc.) TYPICAL C.M.U. MASONRY WALL 4" MIN. 4' #5 BAR II (TYP.) 1 #5 CORNER BAR W/ III 24" LEG IIII II I _ COLUMN BELOW I II 11 et--� ____ 45 DEG. MITER CUT LINTEL CPRECAST ORNER PRECAST LINTEL CORNER DETAIL SCALE; 3/4" = I '-011 #5x5O" RE BAR LAP 30" w/ /—FILLED CELL COLUMN STEEL I ! E I � b m GYP-CRFTE OVER 3/4" T4G PLYWOOD 5U5PLOOR ATTACH w/ #8 x 1 3/4" WOOD SCREWS (min.) @ G" o.c. EDGE 4 1 2" o.c. FIELD - REFER TO 't ARCHITECTURAL5 FOR FURTHER SPECIFICATIONS PtGAL FOR ALL SUBFLOORING ATTACHMENT 2x P.T ��`I�CPu �. 8"x24" CONCRETE TIE BEAM i 1 w/ (2) #5'5 TOP 4 13OTIOM PRE ENGINEER D FLOOR and #3 STIRRUP5 @ 1 2 O C. ( TRUSSES @ O.C. TOP @ +O-O" Finish I bnr ' TYPICAL MASONRY CONSTRUCTION as described above - typical at D IFARWALLS) - ANY MASONRY I f` ',ON51 RUCTION BELOW THE U-I i.OTASSOCIAiED WITH A i 5HEARWALI- 5HALL BE FRANGIBLE, AS REFER TO ARCHITECTURALI} DETAIL.ED BELOW PLANS FOR INTERIOR 4 r4I ! EXTERIOR WALL. FINISHE5 .� L k� ALLOWED LLOW Lf1 SM I G.50' NAVD v V iv ! J v lobby finish floor _ _..._.. I1 Ia j I1 LAP VERTICAL STEEL a ! A MINIMUM OF 48 n'BAR DIAMETERS 4" thick 300OF si CONCRETE SLAB - FIBERME5H REINF. - FRANGIBLE - E I ;I SAW CUT into 'x5max. SECTIONS refer to plans for cut locations g j On I STANDARD 10" b HOOK C" AUGffF CAST FILE 4 . Emil VISQUEEN (or equivalent) 24'5a. TRANSITION CAP - VAPOR BARRIER & TERMITE refer to plans 4 details TREATMENT REQUIRED UNDER ALL TYPICAL WA SCALE: 1/2" = 1'-011 4" thick 3000p51 CONCR.EfE SLAB FI5ERME511 REINF. - FRANGIBLE SAW CUT into 5'x5 max. SECTIONS refer, to plans for cut OCati0n5 4" STEP INTERIOR SLABS & FOUNDATIONS LL SECT!". 5-10 TYPICAL SLAB SCALE: 3/4" = 1 -O" 01 ( - 5"x5" THICKENED EDGE 3n *FRANGIBLE* TRANSITION C" � W '—xz b � Q Q�� W� 624 C) O � � O 4 O O U � PROJECT NO. 18-022 SHEET S-10