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HomeMy WebLinkAboutBUILDING PLANCOASTAL FLOORING SHOWROOM WITH STORAGE BUILDING TABLE ❑F- 1 I 2: 3A, 3B, 4, 51 7: 8, 91 10, IL 12, 13. 14, 15. 16, 18, 19, E1, C❑NTENTS COVER PAGE & TABLE OF CONTENTS F❑UNDATI❑N PLAN LIFE SAFETY PLAN FLOOR PLAN ELEVATI❑NS LINTEL PLAN ROOF FRAMING PLAN WALL SECTI❑NS & DETAILS WALL SECTI❑NS WALL SECTI❑NS WALL SECTI❑NS WALL SECTI❑NS WALL SECTI❑NS PLUMBING BRIDGE SAW PIT & TRENCH BRIDGE SAW PIT & TRENCH STRUCTURAL NOTES NOT USED MECHANICAL PLAN & NOTES WALL SECT❑NS ELECTRICAL PLAN & NOTES SECTI❑N SECTI❑N 8532 US 4y 1, Port St. Lude,FL Zrc,dlvlat :_pGwrrg Do-31gn Prcldu!_1 �.it_d fdr"i++.I i.r r�� 1;r�� f,,��'I,_•r FrGIUI,r`.`�F+prch�:1'� r6�.<: Ma? — cr 4.-, j,-:hr)Er.t rsrsB:urat 06al: n Prea:=ure, 1 1_r',j T [ a Lre a_.a _I:3SS rI-e_,_ 'i.3.SS,: "I- i 1.. r.'—I y P, + l i�—=•'� a# 1 I 0.liY•.f } ._ �' I ._ 1._a{ _.. I_I I_) I; l"`. ��1�I'Y-�_ I "IIdfP, r { �•_ Doors, NC;�: '-mot_' _�`<+ r!IJk,_L !.,'I C _'L _ ��. �I_.> �:E_L�f..I :._ ri �i !fl�jl' dry' (� g y„ `_"r NOA 6n Hatton r a� ,r '7� ,h Cd,..«r*d Ii iLT+ �F,fJ _ , 7 I l;-, ri Inge I1 :1 = F_ I ' 1 I'L , -r NOA ffistallation +._,u,' -� tr I 1 ,r�r � G _ _ I''=�L i- 1 F_ �.�._ i � - r ° v P' installation -iJ-;i:3r6 Pr1 ".e-cm On yn:Ifatlort HoJ&ieC r d� : f6r r 1_ _ - - - . _ li at [R ..A Installation I _ - + a , _ +i_ ,-I+'- EI�t are _�,- � ,ti:_i:a" 1_, p'a�G1'j >_ ',- Ti F. C„-=t-r: ; Fer :L I1411 till-,IIjI_,, 01Cladding! aad1h,1 _ tLeis1a._ u rl,.. .nt.-r -e TL _ t 1 P _ _ _..t .lu._ ._ rf>. .IiiI:1 fuI e l-•M.,_:jlrC( _'I`.' cuiTi'L-L11 {oode provi u,oal , +�r _,r-r- L. Hart FEE �. Adam L. Har , PELCI E-' . Ei 1.-III � =a 107C'lJE FEP_�' C err, No. Di r,±: � '- Ali DOOR & WINDOW CHffULE DOOR / WINDOW FRAME MK SIZE GLAZING MFR. / MODEL RATING (PSF) MATERIAL FINISH REMARKS 1O (2) S-0" X 7'-6" SOLARBAN 60 LOW E PGT (STORE FRONT) +70 / -80 ALUM BLACK PANIC HARDWARE & CLOSER (ALL HARDWARE BLACK) 2O 6'-0" X 7'-6" SOLARBAN 60 LOW E PGT (STORE FRONT) +70 / -80 ALUM BLACK SOLARBAN 60 PGT (STORE FRONT) +70 / -80 ALUM BLACK OA:_ 4'-0" X 6'-8" 1 3/4" B: S-0" X 6' 8" 1 3/4" NONE MASONITE COMMERCIAL INTERIOR N/A MINERAL CORE WHITE 1-1/2 HR MIN. FIRE RATED DOOR & FRAME W/CLOSER O5 S_0" X C-8" NONE SOLID CORE N +70 /- 0 ALUMINUM N (ALL HARDWARE BLACK) LOSER © 10'-0" X 12'-0" NONE OVERHEAD DOOR +50 / -50 ALUMINUM WHITE Storm Scupper Calculations FBC-P Appendix B (Miami) in of rain/hr Notes 5(4.7) Min Design 10 (9.84) worst Case Design Building Gross Roof SF 8679 sf Provided Scupper Size 12x4 Provided Scupper Ctty 5 Factor Of Safety per Code 3.10 Factor OfSafety Worst Case 1.44 Per Table FBC 1106.7 Storm Reference (100 Year 1 hour storm - Required by Code) (100 year 5 min Storm - Worst Case Design) Free Area (Ca Capacity f r 1hr Storm /Capacity for 5r nin Storm 48 in2 / 5384 sf per scupper / 2692 sf per scupper 240 in: / 26,920 sf / 12,460 sf (1 Hour Storm) (5 min Storm) HEAD IN INCH[ '.S HORIZONTALLY PROJECTED ED ROOF ARIA (SOUARE F EEi) LEND I-H OF WEIR IN INCHES 4 6 8 12 16 Zit 24 fr ,,�, 2 92 115s „ 96l 1 .,2 ; 2;64 ;3206 �96 jfl i 461b 5+69 Crr2� w9d 1170 Vertical Rain Leader Sizin Per Tahl? FBC 1106,2 Dli.1tPiSi, 0,z,lir COf 4},9(1N LLr,i�t � 17E Vfidth x lengrh {u rin sl' '8 000 91'8' nMdO TTV R Ir1 /STdri00 01 u4mw HI k1 *"33N 38 Rv" 1'r W�0101 ' M 61 Id R9 QBalfis73i1 "h�d00 ANV 01103PVJJSS 38V } 41`4Ii CY.�`S Si tl 1W l;73vV StlIV Id 333N1 ST. LUCIE COUMff PLAN RE11IIaM DATE:,( - PLUMB: JUL - 5 REM -.I C:'G Fji ROOF Afir.+ ato (inches per hours f „s i I �r^, 7, Fy 3-3, , iF rt at 32 Bib tr"1490 10 6+ L.2 G 5SO 9 t T10 tGlj /2 15G14,?6o 11 0f+i 8 a =iCf _='. 2_ .k t r ulf z6 1 »U 1C ;116 7f 41, 2:.01 1 "1 SF of Roof At per Leader: 8619sf / S- 1736 sf per leader main Min Design Rainfall 5 (4 7)per Hour UVntst d ase Desl�Pa.inf3I. 0 (9.84j per Hour N, :n Size Requirement: s-1 2" x5" Min Size for worst Case Provide Leader Size: "" r 5" hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE ,020e5-2016 4-25-16 ``�II1111I I It JAI FNS N` G307 * Il �. STATE OF 7171ir-E COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 sheet I F. TYP 0 I 03 — 1 TI (U '0 I FEET # 5 IN CONC. CELL (TYP.) w 4' s� ,-r. (4) 45 REBAR (CONT.) (4) #5 CORNER BARS 30" LAP 6,-8' e' 4' CONC, SLAB OR 6' CONC, SLAB W/ LAYER 6'X6' -W1.4 X W1A W.W.F. 6'-8' ~ � 0 NOTES: 1. SAWCUT WITHIN 12 HOUR PERIOD AFTER CONCRETE IS POURED UNLESS ❑THERWISE AGREED TO BY ENGINEER. 2, REFER ALSO TO STANDARD NOTES. SAWCUT DETAIU _ B 1,112„— 1 —0 160'-10' 153' 4'-0' 2' dw� — — # 5 IN CONC. FILLED 24' X 18' GONG. MONO. FOOTING I CELL (TYP.) REINFORCED W/ (5) 45 RODS SEE DETAIL ABOVE CUT LINE CSEE 'B') (TYP) 12' X 12' THICKENED CONC. I SLAB W/ (1) 45 AND I ADDITIONAL 50'-0' IA CUT I IMF 4' CONC. FLOOR SLAB W/ I (SEE 'B') 6'X6' WL.4XWl.4I W.W.F. CTYPJ 9 8' X 8' THICKENED CONC. 4' CONC. FLOOR SLAB W/ SLAB W/ (1) #5 AND ADDITIONAL b'%6' W1.4XW1.4 W.W.F. LAYER W.W.M. I#ENDIW I OVER VAPOR BARRIER i}—SAB W/ (1) #5 AND ADDITIONAL LAYER W.W.M. U I CUT LINE I I CUT LINE (SEE 'B') I U 48'-1' # 5 IN CONC. FILLED I <TYP') CELL (TYP.) �\ # 5 IN CO�C. FILLE➢ CELL CTYPJ I 4" CONC. FLOOR SLAB W.} \/ I 6'X6' W1.4XWL4 W.W.F. 24' X 18' LONG. MOND. FOOTING OVER VAPOR BARRIER REINFORCED W/ (5) #5 RODS — A CUT LINE � I (SEE 'B'> SEE DETAIL ABOVE P-5 (TYP.) 50'-0' E❑UNDATI❑N PLAN COLUMN PLAN CB 24' X 18' GONG, MONO. FOOTING RE FORCED W/ (5) 95 RODS SEE DETAIL ABOVE P-2(A) '- (A) P-I(A) f. P-1(A) U _ # 5 IN CONC. FILLED (1 LI z 2'-8' 12'-8' 12'-8' 12'-8' P-2(A) 160'-10' — SCALE: 1/8' = 1'-0// — EL❑W THE INTERMEDIATE BEAM) 7' I,-0' 3' X 3' X <CONT.) TYP. SLAB ❑IHI DOUR SILL — 1.112' = 1' — 0 " — GENERAL AND FOUNDATION NOTES: 1, SOIL AND FILL UNDER ALL CONC, SLABS AND FOOTINGS SHALL BE CHEMICALLY TREATED WITH POISON, 2, FILL SHALL BE CLEAN, FREE FRO E ND COMPACTED. 3. PROVIDE VAPOR BARRIER UNDER ILL INTERIOR SLABS 4. omit 5. ALL FOOTING AND SLAB C❑NC, SHALL HAVE 2,500 P.S,I, MIN. STRENGTH AT 28 DAYS, ALL OTHER TO BE 3,000 P.S.I. W/ A 8" TO 11" SLUMP, 6, FOOTINGS ARE DESIGNED FOR 2,500 P,S.F, BEARING LOAD, 7. ALL SPECIFICATIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR, 8, ALL EXTERIOR SLABS SHALL SLOPE 1/8" IN 120 FOR DRAINAGE, 9. SINGLE FILLED CONCRETE CELLS SHALL BE FILLED WITH COARSE GROUT AND REINF❑RCED WITH (1) # 5 REINFORCING BAR CONTINU❑US FROM FOOTING DOWELS TO CONCRETE TIE BEAM. STUB # 5 HOOKED DOWEL BARS 48" OUT OF CONC. FOOTING AT COLUMNS AND LAP 48 BAR DIAMETERS. 10, UNLESS OTHERWISE SHOWN, ALL CONCRETE COLUMNS SHALL BE 8" X 8" X 16' CONCRETE COLUMN BLOCK FILLED WITH COARSE GROUT AND REINFORCED WITH (2) # 5 REINFORCING BARS CONTINUOUS FROM FOOTING DOWELS TO CONCRETE TIE BEAM, STUB # 5 HOOKED DOWEL B DlAf4E TERS. 11. MAXIMUM GROSS WEIGHT FOR ANY VEHICLE WITH LOAD SHALL NOT EXCEED 10,000 LBS (4536 KG) IN ANY AREA OF THE WAREHOUSE :24' X 18' CONC. MONO. FOOTINGEINFORCED W/ (5) #5 RODS SEE DETAIL ABOVE u — ICUI LINE T I J c I� o � I I m If 51 IN CONC, FILLED J 6' CONC. FLOOR SLAB W/ CEL� (TYP.) t— G'X6' W1.4XW1.4 W.W.F, a OVER VAPOR BAL RIER U LAB I 34'-2' I U CF 8 i — I I I A ti TRENCH z J SE GRATE TRENCH TABLE BASE VERIFY (SET SE DETAILS IONS) R & TYP. — 6'-0' 4'-4' 3' 4' 4' -4' ' DEEP PIT vFFWF 1 u i^ TRENCH 14 ' I CUT LI TRENCH %N TRENCH I c 24' X 18' CONC, MONO. FOOTING o REINFORCED (#5 RODS AB SEE DETAIL ABOVEE D C. WATER WH-1 2'—B' 12'—S' 12'—S' 12'—e' I 1 4'-0' 1 12'-8. 12'—S' 12'—B' 12'—e" 12'-8' 12'—B' 12'—B' 1 1 4'-0' L2' X 12' THICKENED CONC. SLAB W/ (1) #5 AND ADDITIONAL 6�ILAYER W. W,M. 6644 W/ 'X"WL.XWI,.W. TKESC PLANS AND ALL PROPOS:D WOM ARE SUBJECT TO ANY CORRECTICNC REQUIRED BY FIELD INSPECTORS THAT NIAY BE NECESSARY IN 0AD2N TO COIdPLY 4JtTN ALL APPLICABLE CODES. 12' X 12' THICKENED CONC. SLAB W/ <U #5 AND ADDITIONAL LAYER W.W.M. h rcd r =�2@ Adam Hart, PE FL LIC# 63079 952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v [ww772.232.9557 fhart@hrcdesigns.comw.hrcdesigns,.Com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE, NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE c 2005.2016 4-25-16 rrrrrllrl .�..�qR''%. ENS' T * No 630 , O•,•(,� A, S10N Al lr/lll ril ltl6t``` project name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by AL_H approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 sheet l r s oonnn�C LIFE SAFETY PLAN - SCALE: 1/8' = 1'-0" I I — LIFE SAFETY LEGEND EMERGENCY BACKUP FLOOD LIGHT W/ BAT, BACKUP EXIT/EMER, FLOOD LIGHT COMBO. W/ BAT, BACKUP EXIT LIGHT W/ BAT. BACKUP THM"61 PLANS AND ALL PROPOSED WO ARE SUIawECT TO ANY ICORRECTION3 REQUIRED 8Y FIELD INSPEC'Fi11RS TI-KT 141AY BE NECESSARY IN OIFLIP R TO COISPLY WITH ALL APPLICk ! E CODES. hr Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE @) 2005-201 S 4-25-16 ` T . '� P,y�� E NS�•. '. No 6307 *' y II O'. s41/QF j FAI Il COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL r = BUILDING DATAI BUILDING DEPARTMENT 1 ST. LUCIE, FLORIDA °a / \ 3-OX6-8 BUILDING OCCUPANCY CLASSIFICATION 1 GROUP 'M" ° TENANT OCCUPANCY CLASSIFICATION I GROUP 'M' (NEW SHELL STRUCTURE) z 5'-0" BUILDING CONSTRUCTION TYPE: BUILDING TYPE IS IIB (FBC 2014) THE BUILDING IS NOT SPRINKLED. `D 18" X 36" ALL PLANS ARE DESIGNED AND COMPLY WITH 1,1/2" DIA, MIRR❑R FLORIDA BUILDING CODE 2014 (1J ALL PLANS ARE DESIGNED AND COMPLY WITH `\ D _ TOILET GRAB BARS N,F,P,A, 101, 2014 F.F,P,C„ 2014 LIFE SAFETY, PLUMBING, PAPER HOLDER PAPER T WE MECHANICAL, 2011 N,E,C, ENERGY, ACCESSIBILITY ETC, 4'-0" DISPENSE THIS BUILDING WAS DESIGNED TO COMPLY WITH ALL APPLICABLE CODES, LEVER TYPE ALL A,C,T, TO BE INSTALLED PER ASTM C635 & C636 & THE FBC SECTION 808 3'-6" 1' 0" 3'-0" HANDLES ALL EXPOSED INULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 MEN'S & W❑MEN'S MIN6" AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 H,C, T❑ILET , SEE ELEVATI❑NS, I PTILE ROVIDE AINSCOT A.P.D, q'-6" HDCP WC l FINISH SCHEDULE 4' HIGH ON WALLS o z j HDCPo SPACE FLOOR WALL CEILING LAV SHOWROOM TILE 5/80 DRYWALL EXPOSED METAL TRUSS TOILET ROOMS TILE TILE 5/8" PAINTED DRYWALL 6' 8 STORAGE CONCRETE CONCRETE EXPOSED METAL TRUSS MIN, MA MI OFFICE SPACE CARPET TILES 5/8° DRYWALL ACT 17„ COMPUTER/PHONE CARPET TILES 5/8" DRYWALL ACT A, D, A, TOILET FLOOR PLAN A, D, A, T N I E E T E L E V A T I D N S MIN, STONE CUTTING CONCRETE CONCRETE EXPOSED METAL TRUSS SCALE: 3/8' = 1'-0" - - SCALE 3/8" = 1'-0" - 1cn._ln• FLOOR PLAN - SCALE: 1/8' = 1'-0" - ALL GLASS TO BE TINTED I HZI, NEW CDNC. SLAB 2 k ",.'-4u fp co V"r cef Co��£TF S( 26 �-�C*N2 jiF�� iLwM WAIST WATER FROM THE STONE CUTTING PIT IS TO BE DISCHARGED TO THE DRY DETENTION AREA TO THE SOUTH OF THE REAR PARKING LOT. (SEE SITE PLAN) THES" PLANS AND ALL PROPOS D WORK ARE SUBJECT TO ANY COM11CTlON3 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN (MOM TO COMPLY WITH ALL APPLICABLE CODES. FILE COPY SHOW ROOM & ❑FFICE M: 4,744 SO. FT, STORAGE ROOM & STONE STORAGE S-21 2,944 STONE CUTTING AREA F-z; 780 COVERED ENTRY; 210 TOTAL BUILDING AREA1 8,678 SO. FT, hr Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE 2005.2016 4-25-16 P' � E Nk'gIf RT i�'i No 30 ST'�r�6 4v O�FS c� 0 R project name I COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL Q 5' zo u m 1 � � / � }TUCC❑ '� +41.6 / -55A0 PSF 2 (ZONE 5) SPANISH 'S' ROOF TILE. DECORATIVE LIGHT A.P.D. (TYPJ _ DECORATIVE MEDALLIONS A.P.O, urn III 7n�n OLDI / -55.0 PSF +41.6 / RONT GLASS -55.0 PSF NE 4) 2 ZON 5) MALTESE SHALL BE INSTALLED WITHIN WITHIN 24' OF DOOR @ 60' AFF AGAINST CONTRASTING BACKGROUND - PER FAC 69A-60 _ n ER❑NT EEEVATI❑N - SCALE; 1/8' = 1'-0// - ROOF TILE. DECORATIVE LIGHTS A,P,O, INTERMEDIATE BEAM (TYP.) DESIGN ELEMENTS ALONG THE FRONT FACADE: 1, DISPLAY WIND❑WS 2, DECORATIVE SQUARE COLUMNS (ENTRY) 3. DENTIL. DETAIL 4. PORTICO (ENTRY) 5, ARCHES (ENTRY) 6, DEC❑RATIVE MEDALLI❑NS 8, DEC❑RATIVE LIGHT FIXTURES. 9, OVERHANG EAVES 10, PEAKED ROOF FORMS 12. DEC❑RATIVE LANDSCAPING, A.PD. `- TOP OF BAR -JOIST DECORATIVE MEDALLIONS MOLDING MOLDING TOP DF BAR -JOIST m A -JOIST - in BDTT. OF B R-JOIST I DECORATI E LIGHTS 1 )i0 T, F BAR JO EEL- A.P.O.11 111 1111 11 11 STUCCO um S DCCO BA n Etio /WN ou �n n nSTUCCO ii i�' i' ��. i i �. !' MDL I G 12' 5' SLOPE 12, SLOPE 5' MOLDING U U U U U U w U U wMOLDING TOP OF B ST �P R-JOIST m II �C-�nll InnLannlRn11F] nnnnnI171 IIST - m BDTT. OF IT-1OI ILAI BOI(�1PARrJ0IST III 11 III I BOTTI �DIBARO ST INTERMEYYIIDIAIITE BEAM (TYP.) L-J u-�� I� II II IL1LIU UIUUI II II I �I III In N nlIII hI III III II l]''S5 MOLDING +36.3 / -4B.3 PSF +44 ,% PSF +41.6 / +38.3 / -48.3 PSF (ZONE 4) (ZONE 4) -45.2 PSF (ZONE 4) (ZONE 4) REAR ELEVATI❑N - SCALES 1/8" = 1'-0// - GROUTED CELL W/ 1 #5 (TYP.) MOLDING j nT=[-F] n n nil - nn n I I I I �� I I I I I I� III 11 11 FL ITI BOTI I BARI I D I I I I I I I I I I iq I I I I I I I I I I I (TYPI) )INTERM DIATE BEAM (TY )i L 1 Ll LL L 1 L 1 LJ LJ LJ LJ L I LJ LJ LJ 1 LJ LJ LJ LJ LJ LJ LJ L-I LJ LJ SPFna nnnn NSD�nnnn� ii�i DNSNT nnn inin DWNSP<7UT.F +-472.27 P/S +42.72 /PSF5-57 (ZONE 5) J._Ox (ZONE 18-619'-0" 24'-0"2 RIGHT SIDE ELEVATI❑N - SCALE: 1/8' = 1'-0// - MOLDING +41.6 / -45.2 PSF (ZONE JS 26'-10" WIND INFORMATION - 2014 FBC ASCE 7-10 BASIC VEL Y PRESSURE: 29 psf OCCUPANCY USE /TYPE: RISK CATEGORY COMMERCIAL BUILDING EXPOSURE CATEGORY: C INTERNAL PRESSURE COEFF: ENCLOSED IMPACT - PROT. OPENINGS +/- 0.16 COMPONENTS /CLADDING DP: SEE ELEVATIONS NET UP LIFT: 22 PSF @ENCLOSED, 37 PSF @OPEN TOTAL ROOF DEAD LOAD: 25 psf BEARING TOTAL ROOF LIVE LOAD: 30 psf BEARING ROOF TRUSS LOADS: PER TRUSS ENGINEERING MEAN ROOF HEIGHT:. C SHEARWgLLS: 4I INI UM LE GT - SOIL BEARING CAPACITY: ,5 0 psf ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL & WIND LOAD REQUIREMENTS OF 2014 FLORIDA BUILDING CODE. 5TH ED, DECORATIVE LIGHTS A.P.O. A.P,O, MOLDING DECORAAIPo MEDALLICNS T`�! 12, 5' LOPE 13'-4" SPANISH 'S' CONC. ROOF TILE. 12' SLOPE 5' OP O RR - N M M 0 TOP DF BA BDTT. OF - OI -. '- nnnnnnnnnnn71=1 nnnnnHOTARJnIST�n II�uuuI III I I I I I I I I I i l l l l l I I I I I I -I I I I I I I I I I I I I I III I I III I I I I I I I I I nI TI �I I I I I InII A�i1O�ST I I I I I I I I I I I I I I I I uuuu INTERMED(NI LlLILILL LLLLI-ILlL1LLLJL1LuLLLJ � nnnnnnnnnnnnnm MOL I DO 11 �nnnnnnnnnIlI AI le I I ll L-nnIII uU 117 u -na u II DRIER, iff SORE FR LASS MOLDING %BDTT. OF HA JOIST M STUCCO STUCCO BADLiLnuLJ � STUCCO MOLDING M�nnnnnnnnnnnnnnnnnnnnnn MOLDING FEET SIDE ELEVATI❑N -41.6 / -45.2 PSF (ZONE 4) - SCALE: 1/8' = 1'-0" - +42.7 / -57.2 PSF ZONE 4) O +42.7 / -57.2 PSF (ZONE 5)O 3 DESIGN ELEMENTS ALONG THE SIDE FACADE: I. DISPLAY WIND❑WS 2, DEC❑RATIVE SQUARE COLUMNS (ENTRY) 3. DENTIL DETAIL 4. PORTICO (ENTRY) 5. ARCHES (ENTRY) 6, DEC❑RATIVE MEDALLI❑NS 8, DECORATIVE LIGHT FIXTURES. 9, OVERHANG EAVES 10, PEAKED ROOF FORMS TF_-DEC❑RATIVE LANDSCAPING. THESS PLANS AND ALL PROPOS9D VVM ARE SUBJECT TO ANY COWECTION3 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN O44D2R TO COMPLY NJITH ALL APPLICA&E CODES. FILE COPY DESIGN ELEMENTS ALONG THE SIDE FACADE: 1. DISPLAY WIND❑WS 2. DECORATIVE SQUARE COLUMNS (ENTRY) 3. DENTIL DETAIL 4, P❑RTIC❑ (ENTRY) 5. ARCHES (ENTRY) 6. DEC❑RATIVE MEDALLIONS 8. DECORATIVE LIGHT FIXTURES. 9. OVERHANG EAVES 10. PEAKED ROOF FORMS 12, DECORATIVE LANDSCAPING, Chr Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE c 2005.2016 4-25-16 .*� P� • E N ' 9T �'. *: No 630 ' S ATE" OF project name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 JUL 2 2 REM sheet 4 SAFE LOAD ]ABLE �Uk CAST-CRETE HIGH STRENGTH LINTELS MARK TYPE LENGTH SAFE LOADS - POUNDS PER LINEAR FOOT (BEARING) LATERAL SAFE LOADS - POUNDS PER LINEAR FOOT (UPLIFT) sue 8F8-013 8F12-013 BF16-OB OF20-OB BF24-08 BF28-OB SF32-OB BUS 81`8 8F8-IT 8F12-IT 81`16-1T 8F20-lT SF24-IT 8F28-lT 8F32-LT 8F8-I13 8F12-1B 8F16-lB 81`20-111 BF24-IB 81728-113 SF32-1B 8F8-2T 81`12-2T 81`16-2T 81720-2T 8F24-2T 8F28-2T 8F32-2T © 2'-10" (34') PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 2021 2021 2727 2878 4101 5332 6569 7810 9055 3166 4473 6039 7526 9004 10472 11936 2727 2784 3981 5190 6407 7630 8857 2Q 3'-6" (48') PRECAST 2302 3138 3373 4689 6001 7315 8630 9947 1257 1257 2165 2289 3260 4237 5219 6204 7192 3166 4473 6039 7526 9004 10472 11936 2165 2215 3165 4125 5091 606L 7036 3Q 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 938 938 1878 1989 2832 3680 4532 5387 6245 2646 4473 6039 7526 9004 10472 11936 1878 1 1925 2750 3583 4422 5264 6110 ® 4'-6" (54') PRECAST 1651 1787 1913 2657 3403 1 4149 4896 1 5644 727 727 1660 1762 2507 3257 4010 4658 1 5406 2170 4027 6039 7526 9004 10472 1 9968 1660 1705 2435 3171 3913 4658 5406 5Q 5'-4" (64") PRECAST 1194 1223 1301 1809 2317 2826 3336 3846 505 505 1393■ 1484 2110 2741 3375 4010 4648 1665 2889 5057 6096 5400 6424 7450 1393 1437 2050 2670 3293 3920 4544 © 5'-10' (70') PRECAST 972 1000 1059 1474 1889 2304 2721 3137 418 418 1272m 1357 1930 2505 3084 3665 4247 1459 2464 4144 5458 4437 5280 6122 1272 1315 1875 2441 3010 3583 4175 Q7 6'-6' (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 707 687 1141w 1200 1733 2250 2769 3290 3812 1255 2101 3396 5260 7134 9995 6890 1141 1182 1684 2192 2703 3216 3732 BQ 7'-6' (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 591 657 959■ 912 1475 1914 2354 2797 3240 1029 1675 2610 3839 5596 6613 5047 990 1029 1466 1907 2351 2797 3245 9Q 9'-4" (112') PRECAST 573 632 1049 1469 1210 1482 1754 2027 454 1 630 801x 612 980 1269 1560 1852 2144 768 1212 isle 2544 3469 4030 3127 801 755 1192 1550 1910 2271 2634 10'-6' (126') PRECAST 456 482 802 1125 915 1122 1328 1535 396 493 716■ 498 793 1027 1261 1496 1731 658 1025 1514 2081 2774 3130 2404 716 611 1 1039 1389 1711 2034 2358 © 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 363 556 1 666X 439 696 899 1104 1309 1515 598 935 1365 1854 2441 3155 4044 666 535 905 1295 1595 1896 2198 12'-0' (144') PRECAST 414 545 864 1254 1689 2074 1570 1818 340 494 607■ 400 631 816 1001 1186 1372 555 864 1254 1693 2211 2832 3590 631 486 818 1209 1514 1799 2066 13'-4" (160') PRECAST 362 427 726 1028 1331 1635 1224 1418 302 398 50OW 340 532 686 841 997 1153 485 748 1076 1438 1855 2343 2920 573 409 662 1004 1367 1637 1897 ® 14'-0" (168') PRECAST 338 381 648 919 1190 1462 1 1087 1260 286 360 458A 316 493 635 778 922 1065 455 700 1003 1335 1714 2153 2920 548 3711 629 922 1254 1567 1816 21'-4" <256") PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 1 72 1 t45 186 278 356 433 512 590 183 330 610 940 1340 1780 2110 142 212 1 336 1 477 1 635 1 807 1 993 BEARING LOADS, IF NOT SHOWN ARE LESS THAN 500 PLF UPLIFT LOADS, IF NOT SHOWN ARE LESS THAN 300 PLF x REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 160'-10" LINTEL PLAN - SCALE: 1/8' = 1/-O° - NOTES 1) LINTELS LOADS NOT SHOWN ARE < 300 PLF, 2) LINTELS NOT SPECIFIED ON PLANS ARE 8F16-IB/2T• 3) ALL LINTELS ARE CAST-CRETE• 4) MIN. LINTEL BEARING IS 4" ON SOLID GROUTED BLOCK. 5) LINTEL LOADS 30 PSF ROOF LIVE LOAD 25 PSF ROOF DEAD LOAD 28 PSF ROOF UPLIFT LOAD MINUS WT, OF BEAM, IN GROUT FILLED CELL 32' ac• (TYP.) 8' X 16 TOP BOND BEAM W/ 2 45• II II II MAX. 8" X 8" INTERM BOND BEAM W/ YK LINTEL II II II II II II NPE /IN 3gMAP I I \ FOUNDA GROUT FILLED CELL o.c. (TYP.) L REINF❑RCEMENT S. - FILE COPY 8' X 16' TOP BOND BEAM W/ (2) #5 8' X 8' INTERMED ATE 8„ / BOND BEAM W/ (1 #5 Q Q CLINTEL, SHOWN W/ #5 REINFORCING_,,, STEEL. (SEE LINTEL PLAN) TYR COMP❑SITE BEAM 8E16-OB/1T o- 0 w If1J lll� 0 � 3 Wz L,z P �o �� �ro A .�CZ w oz az 3 W(UL7 as Z' Z' hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED, ADAM L. HART, PE s 2005-2016 4-25-16 * No 6307 �. T T O ;� 'Ss name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved bvALHbvALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet 5 650# 650# a Li w DO T } 0 C3 i �o c� o 3 I N j J N <500# ❑ sao# Q CO W N w W Z ❑ LO Li L w ❑ a ❑ w � O_ a < I 7 TRUSS ANCHOR SCHEDULE; MANUF, PRODUCT UPLIFT FAT LOAD F2 LOAD STUD . 1Q SIMPSON META12 1,450 340 725 4' EMBEDMENT SIMPSON H2.5A 600 110 110 5-#10 SMS SIMPSON LST12 775 6-#10 SMS WSMS ® SIMPSON HST16 1,260 8-#10 SMS 0 ALL TRUSSES NOI SPECIFICALLY A11llKEJSt11 HAVE JFLir is ♦ �uua AND ARE TO BE ANCHORED THE ANCHOR SHOWN OR # 1 IF NOT SHOWN. ENTIRE ROOF TO BE NAILED AS END ZONE, ALL TRUSS ANCHORS SHALL BE 41 UNLESS OTHERWISE SHOWN, EQUAL PRODUCTS FROM OTHER MANUFACTURERS MAY BE SUBSTITUTED. LATERAL LOADS WERE USED IN SELECTING ALL ANCHORS. ALL BOLTS TO BE THREADED RODS, 8' EMBEDMENT INTO CONCRETE W/ EPCON EPDXY (OR OTHER 2 PART EPDXY) R❑❑E FRAMIN❑ PLAN - SCALE: 1/8' = 1'-O# - WIND INFORMATION - FBC 2014 BASIC WIND SPEED; VuI,t= 170 MPHI Vasd= 132 MPH BASIC VELOCITY PRESSURE; 29 psf OCCUPANCY USE / TYPE; MERCANTILE IMPORTANCE FACTOR; 1.0 EXPOSURE CATEGORY: C INTERNAL PRESSURE COEFF; +IMPAC$ - PROTECTED OPENINGS COMPONENTS / CLADDING DP; (SEE ELEVATIONS) PER FIGURE 6-3 & COLUMN PLAN (ABOVE THE INTERMEDIATE BEAM) PROVIDE RADTING AS, PER BAR -JOIST MANUFACTOR, ER L.H.S. WAL OVER LIN 4E8' SO. CE..B.S. COLUMN 3 CON( pCELLS CELLS @ EACH CORNER. TYP. BOTH SIDE OF OPENING MID HT. Cl>Nk SNRDORCONQRCEI TYP, BOTH SI➢E OF OPENING MIN. ROOF DECK DIAPHRAGM SHEAR DESIGN LOAD 300# P.L.F. RE[,NINFSCCREIIE�LLDSSS�Jc%EpLiiLSSMIN (3) EBRHEf2.ESEE PLANS. @ EACH TYP. BOTH SIDE OF OPENING REINFORCED WSE(1)I NL 5➢RO1 EACHRETE TOP OF BEAM IT-5' A,F.F. 0 0 0 WALL �oCB.S. iE .- . • �� egsw ARCH CONC. BEAN (SEE BELOW) ,NMI �oonmmo � T❑P VIEW REINF! RCEDUWSE(1)III ROD EACHRETE <SEE TOP VIEW) . WALL 2 LINTEL MIN HT. COURSE FILLED W/ LONG, AND REINFFpLW/ (1) # 5 ROD CONY. TYP, BOTH SIDE OF OPENING �F-1I-----nl WNEC. BgL�OCK RWEAINF❑ R�CEDICDNC @ II I I I I �i' y FILED CELL TOP &c.H000K R D in - To i I I I #3 OPEN STIRRUPS @ 4' a.c. AS SHOWN Hill IXXI ((J gg ❑❑ EE ppU E C❑N .I BEAM IREINFORC�SQ&MP/ (2)D#8 (2) BOTT. u BARpSS TOP, 6A gg#8 EACH SLO EED TYPRS SID o z MAIN BUILDING ROOF LOADS; LIVE LOAD1 30 PSF DEAD LOAD; 20 PSF UPLIFT; ZONE 1 -41.3 PSF ZONE 2 -49.3 PSF <WITHIN 6' OF EDGES) ZONE 3 -59.2 PSF (WITHIN 6' OR CORNERS) SUBTRACT 10 PDF D.L. FOR NET UPLIFT LOADS hrcd Adam Hart; PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE ;D 2005-2016 4-25-16 ```%tM11Hl .L.,,, No 630117 I7, z, 3 STATE OF name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL u 0 FLASH AND DRIP EDGE 12" 3 STEP M❑LDING A.P.❑, @ FRONT OF BUILDING CSEE ELEVATI❑NS) cu Q a_ in > BAR-J❑IST SEAT SINGLE PLY PVC SYSTEM OVER VULCRAFT 1,5 B STEEL DECKING. OR APPROVED EQUAL, (MIN. DIAPHRAGM SHEAR STRENGTH 330# PLF), — W E L PL SEE DETAIL BELOW SLOPE 1/4" TO 1'-0" (min.) 8" X 16" BOND BEAM (2) CONC. FILLED COURSES REINF❑RCED W/ (2) #5 RODS AS SHOWN UNDER BAR-J❑IST BEARING P❑INTS. (C❑NT,) T 4" X 4" X 3/16" ANCHORED Tn BEND BEAM W/ (2) 1/ WEDGE AN 40" DEEP STEEL BAR J❑IST AT 60" o.c, WELDED TO STEEL PLATE AT TOP OF PANEL RIB, FLAT B❑TT, CORD (2) L2X2X3/8" STEEL ANGLES 3/4" STUCCO OVER ANCHORED TO "T" ON WALL W/ 1/2" BOLT 8" C NC, BLOCK ANCHORED TO C❑NC, BLOCK WALL W/ WAL , ATYP,ND W� E ELDEEVERYTO BBAR-JO ST)D OF BAR-J❑I H � tipi #5 IN CONC. FILLED CELL @ 32" o,c, CONT. w 8" X 8" BOND BEAM #5 IN C❑NC, FILLED COURSE Q @ MID, HEIGHT, (TYP,) HIGH STRENGTH LINTELS BY CAST CRETE GROUTED S❑LID REINF❑RCE AS SHOWN ON PLANS CA v LINTEL \/\/ A L L 2'-0" ABOVE LINTEL 4" CONC. SLAB W/ LAYER 6"X6" -W1.4 X W1,4 W,W,F. (SEE F❑UNDATI❑N PLAN) ADDITI❑NAL L YER W,W,M, (4) #5 REBAR CC❑NTJ (4) #5 CORNER BARS CI 3/4 3 Ti I M�wwwz= EXT. X T, A RY NIT AS ASO Y UNIT AS PER PLANS 2X4 PT BUC W/ 3/16" X 3" TAPCDNS STUCCO @ 16" a,c, & WITH IN 6" OF ENDS, STUCC❑ DOOR WINDOW FLASHING T❑ BE INSTALLED ER nk FBC 1405,4 CTYVEK ❑R EQUIVR FLASHING T❑ BE INSTALLED PERFBC 1405,4 CTYVEK ❑R EQUIVJX4 PT BUCK W/ 3/16"X 2,1/4" TAPCDNS X4 PT BUCK W/ 3/16"X 3" TAPC❑NS DRYWALL DRYWAL16" o.c. & WITH IN 6" OF ENDS PER PRODUCT APPROVAL. BEER FMB WINDEW JAHB SCALE: N,T,S SCALE: N.T.S. DOER / WIHD❑W BUCK DCTAILS .� Di ip edge c RAMING BUCKS SHALL BE ANCHORED T❑ ASTM C-90 GRADE N, TYPE 1 CONCRETE ❑NRY UNITS, A ORS MUST NOT BE SECU D T❑ ❑ R W IN 1" MORTAR. x FASTE D RS, WINDOWS & EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE PER MANUF, SPECS, TYP. R00 _INE OF WALL w ALL FASTENERS TO BE INSTALLED PER MANUF, SPECS, x 3/I6" DIA. X 1-1/4" EMB, HILTI KWIK CON, 2 FASTENERS TO BE USED WHEN SECURING WOOD TO PRECAST LINTELS, 1/2" BOLT )K ALT, MAT, FASTENING; 3/16" DIA, X 1-1/2" EMB HILTI KWIK C❑NC 2 FASTENED THRU WIND❑W FRAME AND 1 X BUCK TO MASONRY WALL LOCATE 16" o.c, AND WITHIN 6" OF ENDS, OR INSTALL IN STRICT ACCORDANCE WITH MANUFACTURES T. SEALANT 363" ALUMIN SEE SECTI❑ UM SCUPPER NS FOR SIZE) ?" X 4" SCUPPERS (TYP,) SPECIFICATIONS (SEE SPEC, PR❑VIDED BY BUILDER) MULTIPLE -PLY MEMBRANE -•-- 5" 5" DOWN SP❑UT ANCH❑R PLAN VIEW C2) 112' STEEL RODS BENT AS SHOWN WELDED TO STEEL PLATE CAST INTO 8" X 16" BOND BEAM N � p b 6" STEEL "PLATE. SIDE VIEW 2" 3" 6" X 6" 3/8" 4.1 STEEL PLATE. 6" ����(2) 1/2" STEEL RODS _ BENT AS SHOWN WELDED TO STEEL PLATE z (U TOP VIEW SIDE VIEW WCLD PLATE : . N14`i2lclat�,• irate cti?Ili11Ct"_ IIlati©2>iv tilll LzniTs or l'-lrecasi cc2lcret 1;_------ .f. ' See3j321t C1II (if o2r7r2 i1hi3.ti 41S 121. �;+ rnr_� I �?o �.;;el as Fla�hi21 re41 _2-eci� ,, STlfri.� C'Na� � , eI;+ holes � iii. ------ - �"� Solid or tiiledjl to (6I0f112n)o. ; SL1 Y tart I��StiE21tT SHING DETAILS DOWNSPOUT X SCUPPER DETAIUS - SCALEALUMINUM : 1" = 1'-0" - CONT. SEALANT r BEAD E E" SECTIONS SCUPPE TYP. ROOF -•�� 8" X 4" SCUPPERS (TYP.) N T'NE�E PLANS AND ALL pROpCSSD 4VG'Rdi ARE SUBJECT `f0 ANY COf$RRi^-bC'iIQN3 MULTIPLE -PLY REQUIRED BY FIEL®[NSPF.C'1`OiSg THAT MEMBRANE MAY 6E NECESSARY EMI QinLD2M TC OVERFLOW COMPLY WITH ALL AAPLICA?�E CL°pES. SCUPPER DCTAIUS SCALE� 1" = 1'-0" Sloping sheet metal coping cap with continuous chat each side 1 LZ'oari nailer with anchor bolts Attac}vuznt strip Continuous sea! ant CanriTer flashing � - Grout corns solid at Smooth face unit for - tap course suggested anchor bolts - Stop flashing at inside of Cali itt- filter or other -- -- I" � faczslrzl3 (see TEK l9-' A1 motar collection device ,_': -.Parapet t7asElux�* -Roofing membrane}:;' Sealant I One piece flashing membrane Weep hales or partialh� open head joints at 12 ut. m (S13 m') o-c, max r- , I, Hollow unit {cut} (refer to isometric l detail this shut) / : A.rehitectural CNfU W/ Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 t ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART; PE @2oos-zols 4-25-16 No 6307 r STATE OF L!J name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL7 project number 8532 drawn by RS checked by ALH apororved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet #4 IN CONC. FILLED #4 IN CONC, FILLED TOP COURSE (CONT.) TOP COURSE (CONT,) CUT AS REQ, OVER SCUPPER & OVERFLOW 12" x 4" SCUPPER AS REQ. 6" X 6" OVERFLOW SCUPPER 2" ABOVE SINGLE PLY SEE ELEVATIONS FOR L❑CATI❑NS PVC ROOFING FLASH AND DRIP EDGE SYSTEM OVER VULCRAFT 1.5 B FLASH AND DRIP EDGE FLASH AND DRIP EDGE STEEL DECKING, OR APPR❑VED EQUA (MIN. DIAPHRAGM SHEAR STRENGTH SINGLE PLY 300# PLF), PVC ROOFING 12" 3 STEP MOLDING 12" 3 STEP M❑LDING A.P.O. SYSTEM OVER VULCRAFT 1.5 B A.P.O. @ FRONT OF BUILDING WELD PLATE STEEL DECKING. ❑R APPROVED EQUAL, @ FRONT OF BUILDING (SEE ELEVATI❑NS) SEE DETAIL (MIN, DIAPHRAGM SHEAR STRENGTH (SEE ELEVATIONS) 300# PLF), E SLOPE 1/4" TO 1'-0" (min.) cu SLOPE 1/4Li " TO 1'-0" (m1) ) M /P r'r 8" X 16" BOND BEAM > ~ (2) CONC. FILLED COURSES BAR-J❑IST REINFORCED W/ (2) #5 RODS BAR-J❑IST SEAT AS SHOWN UNDER BAR-J❑IST SEAT BEARING POINTS, (CONT,) u-) 8" X 16" BOND BEAM T 4" X 4" X 3/16" (2) CONC, FILLED COURSES BAR-J❑IST ANCHORED TO BOND BEAM REINF❑RCED W/ (2) #5 RODS SEAT W/ (2) 1/2" X 6" AS SHOWN UNDER BAR -JOIST WEDGE ANCHORS, CTYP.) BEARING POINTS. (CONT.) 1/4 SCUPPER & DOWN SP❑ T 40" DEEP STEEL BAR JOIST 40" DEEP STEEL BAR JOIST AS REQ. AT 60" o,c, WELDED TO STEEL AT 60" o,c, WELDED TO STEEL PLATE AT BEARING POINT, PLATE AT BEARING P❑INT, FLAT B❑TT, CORD FLAT B❑TT, CORD (2) L2X2X3/8" STEEL ANGLES (2) L2X2X3/8" STEEL ANGLES " " " " " " ANCHORED T❑ T❑N WALL W/ 1/2BOLT ANCHORED TO TON WALL W/ 1/2BOLT 3/4" STUCCO OVER 3/4" STUCCE ❑VE 3/4" STUCCO OVER 80 ANCHORED TO CONC, BLOCK WALL W/ ANCHORED TO CONC. BLOCK WALL W/ CONIC, BLOCK AND WELDED TO BOTTOM CORD OF BAR -JOIST AND WELDED TO BOTTOM CORD OF BAR -JOIST . BLOCK WALL_ 80 CONC. BLOCK WALL. W CTYP, ONE EVERY BAR -JOIST) CTYP. ONE EVERY BAR -JOIST) WALL. O � 0 �0 Z W > �o W Li I— L i r, Q s< 8" X 8" BOND BEAM 8" X 8" BOND BEAM J > Ld 45 IN CONC, FILLED COURSE #5 IN CONC, FILLED COURSE \ W > Li —j— @ MID, HEIGHT, (TYP,) @ MID. HEIGHT, CTYPJ Q w M Q w bi �Z Q v J #5 IN CONIC, FILLED CELL #5 IN CONC, FILLED CELL @ 32" o,c. CONT, @ 32" o,c, CONT. o (SEE FOUNDATION PLAN FOR (SEE FOUNDATION PLAN FOR o LOCATI❑N) LOCATION) 10 -J �0 L,i NEW 1/2" DRYWALL NEW 1/2" DRYWALL Li CTYPJ @ SHOWROOM CTYPJ @ SHOWROOM �+, Z +z Lio o -- �o Q NEW R-6 INSULATION (MIN,) NEW R-6 INSULATION (MIN) > > Q > Li > 3BETWEEN DBL 1X2 FURRING BETWEEN DBL 1X2 FURRING °� w o w STRIPS @ 16" O.C. STRIPS @ 16" o.c, o w o w o w CTYPJ @ SHOWROOM (TYP,) @ SHOWROOM ,Ld w W cu w w w cv CU s of 4" CONC, SLAB \ M LDING A.P.O. W/ LAYER 6"X6° MOLDING A,P,D. M LDING A.P.D. C(SE1E FOUNDATI❑N PLAN) 10 I v NORTH I W A L L G\a1Ll0rd1klFAI M F=vA M OMWAWM M I (4) #5 REBAR (C❑NT.) (4) #5 CORNER BARS 2'-0" EST SIDE S E C I D/4" 1'-0" ve ADDITIO Al_ LAYER W,W,M, (4) #5 REBAR (CONT,) (4) #5 CORNER BARS 2'-0" SOUTH EAST SIDE WALL SECI 3/4" /8 44 IN CONC, FILLED TOP COURSE (CONT,) SINGLE PLY PVC R❑❑FING SYSTEM OVER VULCRAFT 1.5 B STEEL DECKING, OR APPROVED EQUA DI APHRAGM SHEAR STRENGTH 300# PLf 8" I X 16" BOND BEAM 3" X 3" X 1/4" (CONT.) STEEL ANGLE -WELDED TO BOT, OF DECK & ANCHORED TO CONC, BLOCK WALL W/ 1/4" X 2,1/2" TAPCONS @ 32" o,c, 40" DEEP STEEL BAR J❑IST AT 60" o,c, WELDED TO STEEL PLATE AT BEARING POINT, FLAT B❑TT, CORD (2) CONC, FILLED COURSES REINFORCED W/ (2) #5 RODS AS SHOWN UNDER BAR -JOIST BEARING POINTS. (CONT,) 8" X 8" BOND BEAM #5 IN CONIC, FILLED COURSE @ MID, HEIGHT, (TYP.) #5 IN CONIC, FILLED CELL @ 32" o,c, CONT, (SEE FOUNDATION PLAN FOR LOCATION) THESE PLANS AND ALL PROPO D WCFV NEW 1/2" DRYWALL ARE SUBJECT TO ANYCORAPIEC'NON3 (TYP,) @ SHOWROOM REQUIRED BYFIBLDINSPECTORS THAT MAY BE NECES6AAY IN Of4 fl TO CC14PLY WATH ALL APPLICABLE CC0ES. NEW R-6 INSULATION (MIN,) BETWEEN DBL 1X2 FURRING STRIPS @ 16" o,c, (TYP.) @ SHOWROOM 7 FRONT REAR 4" CONC, SLAB W/ LAYER 6"X6" -W1,4 X W1,4 W,W.F, (SEE FOUNDATION PLAN) ADDITIONAL L YER W,W,M, (4) #5 REBAR (CONT.) (4) #5 CORNER BARS WALL SEC, 3/4 8 h rcd Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE @2005-2016 4-25-16 111111„1110 HqR,,�� * No 6�.*: STATEIrOF .411 Z ;0 c w N A; project name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-i6 PERMIT SET 4-25-16 REV 8 6-13-16 sheet C CONC. "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 MTL @ 6" AT EDGES & FIELI MTL. DRIP OVER _ 1 X 2 PT DRIP OVER 2X8 FASCIA, cis z i Cu DENTILS A,P,❑, @ 24" o,c, STUCCO DENTIL BAND (SEE ELEVJ 2'-0" O,H, (TYP,) 3/4" STUCCO OVER 8" CONC. BLOCK WALL (SEE ELEVATIONS) STUCCO BANDS 8" X 8" BOND BEAM *5 IN CONC, FILLED ❑URSE @ MID -HEIGHT \v__ 60" X 60" X 18" CONC, PAD FOOTING REINFORCED W/ #5 @ 6" o,c, ea. way, FRF NT STORM STRAP @ EACH TRUSS (SEE FRAMING F N) 0 IN CONC, FI LED P COURSE (C NT.) ENG, APP. WOOD, ROOF TRUSS @ 24" o,c, W/ 5" MIN ICI EN INSULATIONII 0 STORM STRAP @ EACH TRUSS (SEE FRAMING PLAN) CONC, "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ 8d RING SHANK NAILS @ 6" AT EDGES & FLE-E H� 28'-0" 16 GAGE TRACK �f BRIDGE MID HT. 7 -0 14'-0" 7,_011 (2) CONC, FILLED COURSES VULCRAFT 1.5 B 16 AGE "C" STUD GALV, STEEL STEEL DECKING, OR APPROVED EQUAL, LEI BEARING WALL W/ STUDS @ 24 o. REINF❑RCED W/ (2) #5 RODS (MIN, DIAPHRAGM SHEAR STRENGTH UNDER" EACH TRUSS (TYP,) 330# PLF), Q 3 5/8 X 1 5/8 STEEL STUDS > 16 GAGE "C" STUD GALV, STEEL BRACE INSULATION /" 580 STEEL STUDS F� I TYP. 1/2" BOLT THRU RACK AND BAR -JOIST /16 GAGE TRACK @ 48" o,c, @ EAC BRACE. T A] z v CD I 3,-$„ M❑LDING ASP,❑, EI'JTR r 3" X 3" X 1/4" (CONT,) STEEL ANGLE WELDED TO B❑T, OF DECK & ANCHORED TO CONC, BLOCK WALL W/ 1/4" X 2J/2" TAPC❑NS @ 32" o/c, (2) CONC, FILLED COURSES �\ REINF❑RCED W/ (2) #5 RODS AS SHOWN UNDER BAR-J❑IST BEARING POINTS, (CONT,) 3/4" STUCCO OVER L L 8" CONC, BLOCK WALL. 40" DEEP STEEL BAR JOIST 3/4" STUCCO CEILING AT 60" o,c, WELDED ❑ STE OVER MTL, LATH OVER PLATE AT D ORING P INT, MTL FRAMING AS REQ, FLAT B❑TT. ❑RD J Q 1,10 ¢D _j L� z � � ry ED Q� w❑ Iv M L_ ❑ ❑ M 0 8" X 8" BOND BEAM #5 IN CONC, FILLED COURSE @ MID -HEIGHT #5 IN CONC, FILLED CELL w @ 32" o,c, CONT, + L(SEE FOUNDATION PLAN FOR j LOCATION) D NEW 1/2" DRYWALL C'TYP.) @ SHOWROOM o� 2'-011 NEW R-6 INSULATION (MIN,) BETWEEN DBL 1X2 FURRING STRIPS @ 16" o,c. (TYP.) @ SHOWROOM 4" CONC, SLAB W/ LAYER 6"X6" -W1,4 X W1,4 W,W,F, (SEE F❑UNDATI❑N PLAN) ADDITIONAL L YER W,W,M, (4) #5 REBAR (CONT,) (4) #5 CORNER BARS .SEC. 1/2" BOLT THRU TRACK AND BAR-J❑IST @ 24" c,c, @ EACH STUD. C SINGLE PLY PVC R❑❑FING SYSTEM OVER VULCRAFT 1.5 B STEEL DECKING, OR APPROVED EQUAL (MIN, DIAPHRAGM SHEAR STRENGTH 300# PLF), I MTL, DRIP OVER 1 X 2 PT DRIP OVER 2X8 FASCIA. ALL SOFFITS WIRE LAT E & STUCCO DENTILS A,P,❑. o,c, -.STUCCO DENTIL BAND (SEE ELEVJ STUCCO OVER FLASH MTL, LATH OVER 30# FELT OVER MTL FRAMING 3/4" STUCCO OVER MTL, LATH OVER 30# FELT OVER 5/8" CDX PLYWOOD & MTL, FRAMING THEC." PLANS AND ALL PRCPOSwO WORK ARE SUBJECT TO ANY CON9ECTAN3 REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN OflDEA TO C0UPLY %YiTH ALL AP L110AOLE 000ES. r hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE . NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE * 2005-2016 4-25-16 tL. NggT`'. ENS '. 3 S T T�OF : �U ti O FI t ON A name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet 13 NI T T CONC, "S" TILE ROOF OVER 904 SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 MTL @ 6" AT EDGES & FIEL'. L, DRIP OVER _ ( 2 PT DRIP 'ER 2X8 FASCIA, DENTILS A.P.O. @ 24" o,c, i STUCCO DENTIL BAND (SEE ELEVJ 3/4" STUCCO OVER 8" C❑NC, BLOCK WALL STUCCO BAND STORM STRAP @ EACH TRUSS (SEE FRAMING P 7'-0„ 8" X 16" BOND BEAM (2) C❑NC. FILLED COURSES REINFORCED W/ (2) #5 RODS #5 IN CONC, FILLED CELL @ 48" o,c, 8" X 14" (MIN.) FORMED AND POURED CONC, BEAM REINF❑RCED W/ (2) #8 TOP (2) #7 B❑T, AND (2) #5 ROD IN THE ARCHED PORTION OF THE BEAM W/ #3 CLOSED STIRRUPS @ 4"o.c. (2" TO ,START) (SEE DETAIL "A/6") J Q 3 o 3/4" STUCCO OVER MTL. LATH z 2_ AND MTL FRAMING AS REQ, o CEILING & ARCH i� ~ J STUCCO BAND w C,B,S, COLUMN z z BEYOND �u CD I Z CC) o M❑LJDING AIP,❑, ENG, APP, WOOD ROOF TRUSS @ 24' o,c, W/ 5" MIN IC} I ENE INSULATIONII plar-wili 14'-0" VULCRAFT 1,5 B STEEL DECKING. OR APPROVED EQUAL. (MIN, DIAPHRAGM SHEAR STRENGTH 300# PLF), R-30 INSULATION 3" X 3" X 1/4" (CONT.) STEEL ANGLE WELDED TO DOT, OF DECK & ANCHORED TO CONC, BLOCK WALL W/ 1/4" X 2.1/2" TAPCONS @ 32" o/c, 8" X 16" BOND BEAM (2) CONC. FILLED COURSES REINFORCED W/ (2) 45 RODS AS SHOWN UNDER BAR-J❑IST BEARING PINTS, (CONT,.) 3/4" STUCCO OVER 8" CONC. BLOCK WALL, 8" X 8" BOND BEAM #5 IN CONC, FILLED COURSE @ MID, HEIGHT. (TYP,) #5 IN CONC, FILLED CELL @ 32" o,c, CONT, HIGH STRENGTH LINTELS BY CAST CRETE FILL ONLY AS SHOWN ON PLANS STORE FRONT GLASS & DOOR @ ENTRY, ALL CUPOLA ROOFED AREAS & S❑FFITS SHALL BE ICYNENE R-19 MIN STORM STRAP @ EACH TRUSS (SEE FRAMING PLAN) 16 GAGE TRACK BRIDGE MID HT, 7'-0„ 16 IiAGE "C" STUD GALV. STEEL BEARING WALL W/ STUDS @ 24" o,c w UNDER EACH TRUSS (TYPJ 3 5/8" X 1 5/8" STEEL STUDS > 16 GAGE "C" STUD GALV, STEEL BRACE @ 48" o,c, 3 5/8" X 1 5/8" STEEL STUD 1/2" BOUT THRU TRACK AND BAR -JOIST @ 48" o„ @ EA H BRACE. 40" DEEP STEEL BARI J❑IST AT 60" o,c WELDEDJNEL ❑ STE PLATE AT TOP ❑F P RI FLAT B❑TT. CORD 4" CONC, SLAB W/ LAYER 6"X6" -W1,4 X WL4 W,W,F, (SEE FOUNDATION PLAN) ADDITIONAL L YER W,W,M, (4) #5 REBAR (CONT,) (4) #5 CORNER BARS NITISI 16 GAGE TRACK 1/2" DOLT THRU TRACK AND BAR-J❑IST @ 24" c,c, @ EACH STUD. CONIC, "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ 8d RING SHANK NAILS @ 6" AT EDGES & FIELD SINGLE PLY PVC ROOFING SYSTEM OVER VULCRAFT 1.5 B i STEEL DECKING. OR APPROVED EQUAL, (MIN, DIAPHRAGM SHEAR STRENGTH 300# PLF), MTL, DRIP OVER 1 X 2 PT DRIP OVER 2X8 FASCIA, ALL SOFFITS WIRE L HE & STUCC❑ DENTILS A,P,❑, @ 24" o,c, STUCCO DENTIL BAND (SEE ELEV.) 3/4" STUCCO OVER MTL, LATH OVER 30# FELT 3/4" STUCCO OVER MTL. LATH OVER 30# FELT OVER MTL FRAMING THESE PUNS AND ALL PRQPOS50 WOMC ARE SUBJECT TO ANY CORIEC'NON3 REQUIRED BY FIELD INSPECTORS THAT NIAY BE NECESSARY IN OFID?A TO CC,aryLY WITH Al APPLICABLE COMES. Vl hrcdY Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE 2005-2016 4-25-16 ry 4� - N STATE OFF , ,`O N A, I oroiect name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL '-0" (TYP. EA, BAR-_�/ST) FLASH STORM STRAP @ EACH TRUSS (SEE FRAMING PLAN) 16 GAGE TRACK BRIDGE MID HT, 16 GAGE "C" STUD GALV. STEEL �— BEARING WALL W/ STUDS @ 24" o,c, UNDER EACH TRUSS (TYP,) 3 5/8" X 1 5/8" STEEL STUDS 16 GAGE "C" STUD GALV. L5/8N ACE @ 48" o,c, AR -JOIST 1 5/8' STEEL STUDS GAGE TRACK ANCH❑RED T❑ STEEL BEAM (4) 1/4" BOLT THRU TRACK AND BEAM 4" o,c, @ EACH STUD, 16 GAGE TRACK 48' o,c, W8X10 STEEL BEAM WELDED TO STEEL BAR -JOIST (SEE FRAMING PLAN) FRFINT 1/2" BOLT THRU TRACK AND BAR -JOIST @ 48" o,c. @ EACH BRACE. @ EACH BAR -JOIST FNTRY G ENO. APP, WOOD ROOF TRUSS @ 24" o,c. W/ 5" MIN ICYNEN INSULATI❑N STORM STRAP @ EACH TRUSS (SEE FRAMING PLAN) CONC. "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 RING SHANK NAILS @ 6" AT EDGES & FIELD 28'-0" J f 16 GAGE TRACK BRIDGE MID HT, 16 GAGE "Co STUD GALV. STEEL BEARING WALL W/ STUDS @ 24' o,c, VULCRAFT 1,5 B UNDER EACH TRUSS (TYP.) --- STEEL DECKING. OR APPROVED QUAL, 3 5/8" X 1 5/8" STEEL STUDS (MIN, DIAPHRAGM SHEAR STRE GTH 16 GAGE "C" STUD GALV, 330# PLF), STEEL BRACE @ 48' o,c. @ EACH BAR-J❑IST INSULATION w R-30 I3 5/8" X 1 5/8" STEEL STUDS r TYP. Q 16 GAG TRACK ANCHORED TO STEEL BEAM > W/ (4) 1/4" BOLT THRU TRACK AND BEAM @ 24" d.c, @ EACH STUD, 16 GAGE TRACK 40" DEEP STEEL BAR JOIST AT 60' o,c. WELDED TO STEEL PLATE AT BEARING POINT. FLAT B❑TT, CORD 1/2" BOLT @ 48' o,c, @ EACH BF 4" CONIC. SLAB W/ LAYER 6"X6" -W1,4 X W1,4 W,W,F. (SEE FOUNDATION PLAN) RU TRACK AND BAR-J❑IST EACH BRACE. )❑IST \ W8X17 STEEL BEAM WELDED TO STEEL - BAR -JOIST (SEE FRAMING PLAN) FILE COPY MTL. DRIP OVER 1 X 2 PT DRIP OVER 2X8 FASCIA. DENTILS A.P.G. @ 24" o,c, STUCCO DENTIL BAND (SEE ELEVJ 3/4" STUCCO OVER MTL. LATH OVER 30# FELT �— OVER MTL FRAMING 1/4 (TYP. EA. BAR-J❑IST) FLASH #4 IN C❑NC, F SLOPE 1/4" TO V-0" TOP COURSE C( 8" X 16" BOND BEAM (2) CONC, FILLED COURSES REINFORCED W/ (2) #5 RODS AS SHOWN UNDER BAR -JOIST BEARING PINTS. (C❑NTJ/ 8" X 8" BOND BEAM #5 IN C❑NC, FILLED COURSE @ MID, HEIGHT. CTYPJ 45 IN CONC, FILLED CELL @ 32' c,c, CONT, (SEE F❑UNDATI❑N PLAN FOR L❑CATION) THESE PLOTS AND ALL PROPOSEDWO ( ARE SUBJECT TO ANY COI'v9GC I I . ;No REQUIRED BY FIELD INSPECTORS THAT rdAY BE NECESSARY IN 01RDO TO COrjqflLY WITH ALL APPLICABLE CODES. NEW 1/2' DRYWALL OVER _ lx2 FURRING STRIPS & 1" RIGID BARD INSULATION SINGLE PLY PVC R❑OFING SYSTEM OVER VULCRAFT 1.5 B STEEL DECKING, OR APPROVED EQUAL. (MIN, DIAPHRAGM SHEAR STRENGTH 300# PLF), _ 12" x 4" SCUPPER AS REQ. 6" X 6" OVERFLOW SCUPPER 2" ABOVE SEE ELEVATIONS FOR LOCATI❑NS SH AND DRIP ED CUT AS REQ. LED r E NT.) N .A M NEW R-6 INSULATION (MIN.) BETWEEN DBL 1X2 FURRING STRIPS @ 16' o,c, ADDITIONAL LAYER W,W,M, (4) #5 REBAR (CONT.) (4) #5 CORNER BARS 1 11 2,-0„ T u-) BAR-J❑IST SEAT CD (lJ SCUPPER & D❑�N SP❑IUT AS REQ, 3/4" STUCC[I ❑VE 8" C❑NC, BLPCK WALL, w9w w v MOLDING A.P.O. 00 h rcd @ Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772,232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L HART, PE c2005-tots 4-25-16 EN F v� No 630 9 o. r�4d'0F S project name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL r��r,�� axle . k�,•...... CONC, "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 30# FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 RING SHANK NAILS @ 6" AT -EDGES & FIELQ MTL, DRIP OVER _ OVER 2X2 PT DFA 8SCIA, a r (SEE PLANS FOR REINFORCEMENT) #4 IN ANC, I FILED TOP COURSE CC❑ TJ TOP CURSES FILLED W/ CONC, AND REINFORCED W/ (2) #5 RODS CONT. i r�31140s"l UCCO OVEI NC, BLOCK WALL, FILLED CELL MTL. OVER 3/4" (SEE 8" X 16" BOND BEAM II (2) CONC, FILLED COURSES REINFORCED W/ (2) #5 RODS AS SHOWN UNDER BAR -JOIST BEARING POINTS, (COS 3/4" STUCCO OVER 8" CONC, BLOCK WALL, 45 IN C❑NC, FILLED 32' o,c, C❑NT. 8" X 8" BOND BEAM �c #5 IN CONC, FILLED COURSE @ MID, HEIGHT. (TYPJ _ATH OVER 30# FEL MTL FRAMING STUCCO OVER SECTIONS) 40" DEEP STEEL AR JOI T AT 60" O.C. WE D T❑ TEEL PLATE AT TOP ❑ PANEL RIB, FLAT B❑TT. CORD STUCCO BND I I \ / HIGH STRENGTH LINTELS BY CAST CRETE FILL ONLY AS SHOWN ON PLANS Iw > 4,-0' I 3,- 6" 48" SQ. C.B.S, COLUMN I / \ STORE FRONT GLASS OPEN 4" CONC, SLAB / \ SXIS WW1,4AXE4 W1" W'W.F, (SEE FOUNDATION PLAN) I I I I I ADDITIONAL L 'YER W,W,M, (4) #5 REBAR (CONT.) (4) 45 CORNER BARS CONC. "S" TILE ROOF OVER 90# SLATE HOT - MOPPED OVER 304 FELT TIN -TAGGED OVER 5/8" PLYWOOD SHEATHING ANCHORED W/ #8 RING SHANK NAILS @ 6" AT EDGES & FIELD SINGLE PLY ` PVC ROOFING SYSTEM OVER VULCRAFT 1,5 B � STEEL DECKING. OR APPROVED EQUAL, CMIN, DIAPHRAGM SHEAR STRENGTH 300# PLF), -- — ------ MTL, DRIP OVER 1 X 2 PT DRIP OVER 2X8 FASCIA. DENTILS A,P,O, @ 24" o,c, STUCCO DENTIL BAND (SEE ELEVJ -_ FLASH THESE PLANS AND ALL PROPOSCO Wong ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIWLD INSPECTORS THAT PAAY BE NECESSARY IN OIRD A TO COMPLY WITH ALL APPLICABLE CODES, FILE COPY Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE @2005-2016 4-25-16 Hl No 6307 O'. STATE OF :14J OR iT'•c .'�� name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet 1 N.T.Q. WATER HEATER SCHEDULE MARK LOCATION GAL OF STORAGE RECOV CAP AT 100' RISE ELEC ELEMENT (KW) V/m/HZ MANUFACTURER/MODEL REMARKS WH-1 WAREHOUSE 50 24 GPH 4.5 KW 240/1/60 RUUD/PROPE50 T2 RU95 EC2 2" VTR JIB 2" VTR PLUMBIN N 1 1�2" VTR J 1 1, PLUMBING IS ACCORDING TO ALL PLUMBING CODES, AND DF I LAV -Ik 3" VTR 1 ANY APPLICABLE COUNTY AND LOCAL AMENDMENTS. 1 2" VTR 1 2. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED LAV SK AGAINST DEFECTIVE MATERIALS AND/OR IMPR❑PER W❑RKMANSHIP FOR MINIMUM WC J` OF ONE YEAR FOR MATERIALS AND LABOR. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SPECIFIED AND SHALL BE FURNISHED WC LAV AND INSTALLED BY THIS CONTRACTOR, FIXTURES SHALL BE COMPLETE WITH DRAINS, SK TRAPS; SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. 2" VTR: 3' 4, MATERIALS: I 3" A- SOIL, WASTE AND VENT, AND STORM: SANITARY PIPE, PVC, SCHEDULE 40, WC? FD B- DOMESTIC WATER: CPVC / 3" TYPE "M" IN CONCEALED SPACES IS ACCEPTABLE, ISOLATE PIPING FROM CONCRETE 3„ W/ INSULATING MATERIAL, 2 WAY C,❑, C,O'S AS PER CODE C- DOMESTIC WATER SUPPLY ASSEMBLY: CHROME FINISH TUBING W/ ANGLE SHUT OFF VALVES. 4" SANITARY LINE TO FD SEWER OR S,T, W/ D.F. 4" 5, PIPING TEST; ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS 6, BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES, DOMESTIC WATER VALVES SHALL BE ENDS, PLUMBING � I S E R WASTE BRONZE BODY, SWEAT 7, ALL OUTDOORS CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL MARKED, — SCALE: N , T , S — 8. CONTRACTOR SHALL COORDINATE EXACT LOCATI❑N OF SANITARY D❑MESTIC WATER PIPING BEFORE STARTING ANY WORK, 9, L0C H B A TER SERVICE ENTRANCE TO BUILDING ' 10 ED NALL L❑CATI❑NS HER, SHUTOFF VALVES SHALL BE INSTALLPL BI FIX URES EXIST, INCLUDING HOSE BIBS PER FLORIDA BUILDING CODES - PLUMBING 606,2 . �Alf, . . e e ,,,,,AF-, ....,,.lii e. �.cafe P„tlieilL PLUMBING SCHEDULE ID MANUFACTURER/MODEL FAUCET/ VALVE NOTES P-1 AMERICAN STD/ROXALYN WALL MOUNT SLOAN SENSOR .5 GPM OPTIMA PLUS EBF-650 ACCESSIBLE P-2 SLOAN/WETS-2000.1201-1.28—SOUS SLOAN SENSOR 1.28 GPF P-2(A) SLOAN /WETS-2000.1201-1.28—SOUS—ADA SLOAN SENSOR 1.28 GPF ACCESSIBLE P-3 SLOAN /WEUS-1002.1201—.25—SOUS SLOAN SENSOR .25 GPF P-4 KOALA/KB100 WALL MTD. BABY CHANGING STATION N/A / P-5 ELKAY ELECTRIC WATERCOOLER/VRCHDTL8SC N/A AAWITH/,��W P-6 AMERICAN STD/COUNTER MOUNT SLOAN SENSOR .5 GPM OPTIMA PLUS EBF-650 CO CO NOTE TO CONTRACTOR: ALL PRODUCT SELECTIONS, SHOP DRAWINGS, SCHEMATICS, ETC SHALL BE ENGINEER FOR FINAL VTZOVAI/PRIOR TOAONSTRUCNN A NOTE TO DESIGNER. N.S. 16J REQUIRES: WHERE A NOT IN WATER STORAGE TANK OR INDIREIRE CT WATER HEATER 15 LOCATED AT AN ELEVATION ABOVE THE FIXTURE OUTLETS IN THE SYSTEM, A VACUUM RELIEF VALVE 5HALL BE INSTALLED ON THE 5TORAGE TANK. 314" I r 314" VACUUM BREAKER Ib ,pvB I= EXPANSION TANK - PIPE SUPPORTED P PRE55URE AND TEMPERATURE U RELIEF VALVE (SETTING BY MFR OR HEATER) ELECTRIC WATER HEATER FULL 51ZE OF DRAIN VALVE � E VALVE OUTLET 2" HIGH ROUTE VALVE - DRAIN PAN OUTLET TO DRAIN PAN 5U5 FLOOR (ABOVE ACT) �� HOUSEKEEPING PAD -LOOK MOUNTED ELEC WATER HEATER SCALE: NO SCALE 3 2" H B. D,F, LAV CW & HW 3/4" CW 1/2" CW & HW 3/4" CW SINK W.C, 112A VW & HW 3/4" CW & HW \ 1/2" HW 3/4" CW 3/4" /2" W.C. 3/4" LA URIN, 3/4" CW 3/4" HW 1/" SINNK FROM WH-1 3/4" PLUMBING RISER WATER —e I "D 1AF4+11eel I� IF l• ....... „nPr11�I'L�lU !-t:1l�t A'AAAif�15� I1lll fiIIA DOMESTIC WATER WELL LOCATION (REFER TO CIVIL DWGS FOR LOCATION), 0 THESE PLANS AND ALL PFiOPJS. ARE SUBJECT TO ANY CORREC'o IONC REQUIRED BY FIELD INSPECTORS T1I.AT MAY BE NECESSARY IN oJRDM TO COis"LY Vit33i AL AA?LICr E CUES, - SCALE: N,T,S, - S.9. TO NEW SEWER LINE E' TR L;l �` ' � 3• p aaR Foot m oA.w li 3 V 2' VTR lu_I C� II I❑IIIIIIll1V11�111Vlllllllllll�lll'IIIIIIIIIIIIyJll�lllllllll��llp(IIIU11111r�1111111111�1�11f�'lllll�l�lllllll©Illil'IIIIIIIIIr�i1611IlIIIIIIIIII�IIGIIIIU�VIII�IUIUIllll11V L7� 3• CO VTR 2'VTR 2' P-t(N WH-1 H.B. l h rcd Adam Hart, PE FL LIC# 63079 1952 NW 21 st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE @2005-2016 -- name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved bby ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 sheet T3 PLUMBING PLAN 2" X 1" X 1/4" STEEL ANGLE (CONY 1/2" X 4" P' STEEL ANGLE Ld 1�" O.C. ALL CAST INTO CONC, EDGE. R-19 BATT INSULATI❑N 2'-7" - 1,1/2" 4'-3" EDGE DETAIL 1'-0" TYP, SLAB 15'-6" TRENCHES AND RETENTI❑N PIT TO HAVE GALV STEEL SLIP RES, GRATE COVER. GRATES ARE TO BE 1" DEEP OVER THE TRENCHES, AND DESIGNED FIT THE TRENCHES, GRATES ARE TO BE 2" DEEP OVER THE RETENTION PIT, AND DESIGNED FIT THE RETENTION PIT, 51_0,/ 1'-p' 1A0" 1'-0'/ C,B,S, WALL BEYOND 4'-10" 8" 4'-4/1 3'-4" 4'-4" 8" 2" 2" 2" 2" a L� o LJ 8" X 8" (MIN,) THICKENED 9" 9 > CONC, SLAB EDGE BASE FOR CUTTING TABLE REINF❑RCED W/ #5 ROD 6" CONC, ANCHORED TO CONC, BASE & ADDITI❑NAL LAYER OF SLAB (TYP. W/ NUMBER AND SIZE OF W,W,M, (TYP, 4 SIDES) A,T,R AS PER MANUF, STEEL GRATE BY OTHERS A.T.R. TO BE EMBEDDED STEEL GRATE INT❑ CONC, 8" AND r—BY OTHERS �o ANCHORED W/ 2 PART EPDXY .01 _UL\ / 11 40" 40" X 12" M❑N❑,TrrFTP PAD FOOTREINFORCED 8" X 8" (MIN,) TRENCH TYP, TRENCH W/ C2) MATS OF #5 RODS TO SLOPE 1/8" PER FOOT o / @ 6" o;c, ea way, TO WATER RETENTION PIT, 8" FORMED & POURED I (AS SHOWN) 6" CMIN.) THICK CONC, W/ CONC, WALLS REIN- 5 IN GROUT FILLED COURSE ADDITI❑NAL LAYER W,W,M, FORCED W/ #5 RODS CONT. CTYP,) @ 16" o,c, ea way. RETENTION USE 3,000# WATER / PIT @5 @ 16 c,c, PROOF CONC, 10" HOOK T & B (TYP, 4 SIDES & BOTTJ FF 12" X 12" (MIN,) THICKENED CONC, SLAB EDGE J-�' J__ REINF❑RCED W/ (2) #5 RODS & ADDITI❑NAL LAYER OF :o W.W.M. (TYP, 4 SIDES) RETENTHIN PIT / TRENCH SECTHIN 1 14 FILE COPY THESE,,: PLANS AND ALL PROPOSED N;CRit ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT PdAY BE NECESSARY IN OR V..A TO CQPaPLY vJiTfi ALL APPLICABLE CODES. Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE, NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE s 2005-2016 4-25-16 P�IL�t�I�//// q / .� Pp qr / * No 6307911 10. name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet 14 2" X 2" X 1/4" STEEL ANGLE LJ W hi I L1\ 1\C I CIV 1 1LIN r 1 I 6" (MIN,) THICK CONIC, W/ ADDITI❑NAL LAYER W,W,M, (TYP.) I u W H 1 LI[ 1[L I [-III 11LJIN r 1 1 6" (MIN,) THICK C❑NC, W/ ADDITI❑NAL LAYER W,W,M, (TYP,) ,R ET==NTILIN PIT TRENCH SECTIFIN 3/4" THESE PLANS AND ALL PROPOSMA W01?4S ARE SUBJECT TO ANY COP#RE.CT;CN00 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECISSARY IN OflDER TO CO! RLY WITH ALL APPLICABLE CODES. FILE COPY hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdosigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE, NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE 200&2016 4-25-16 `+,���nt e144rt L.� CENS�,T '�i * No 63079 Q. ST 7HIS �OF W`Z �'0SS fO N A, %%0% M COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE. FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 sheet 15 GENERAL NOTES:. 1. STRUCTURAL DETAILS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL DETAILS. ALL CONSTRUCTION SHALL COMPLY WITH THE FLORIDA. BUILDING CO (2014) ACI-318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 1986, AND AISC SPECIFICATIO 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. CONTRACTOR SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL ASSUME ALL FULL RESPONSIBILITY FOR ANY ERRORS & OMISSIONSNOT REPORTEDIMMEDIATELY IN WRITING TO THE ENGINEER. BACKCHARGES WILL NOT BE ACCEPTED. 4. CONTRACTOR SHALL DETERMINE THE ERECTION PROCEDURES, MEANS & METHODS TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, OR TIE DOWNS TO SUPPORT ALL LOADS DURING CONSTRUCTION. 5. CONTRACTOR SHALL SUPPLEMENT THE MININUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB ON GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. REVIEW OF SHOP DRAWINGS 1. SHOP DRAWINGS SHALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEW. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMITTAL TO THE ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR REVIEW & INITIALS SHALL BE RETURNED TO THE CONTRACTOR UNCHECKED. TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT FROM THE ENGINEER. 3. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 4. THESE PLANS, AS DRAWN &NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE CHAPTER 13. CONTRACTOR SHALL BE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSEDON THESE DRAWINGS. 5. CABINET SUPPLIER/DESIGNER SHALL SUPPLY SHOP DRAWINGS TO CONTRACTOR. 6. WINDOW AND DOOR SUPPLIER SHALL SUPPLY ALL NOA'S, PRODUCT APPROVALS, AND SHOP DRAWINGS TO CONTRACTOR. CONCRETE 1. CONCRETE SHALL SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2500 PSI - REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3000 PSI - REGULAR WEIGHT FOR BEAMS AND COLUMNS 3000 PSI - COURSE GROUT, "BOND BEAM" BEAMS AND COLUMNS 2. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- 1" PRIOR TO THE ADDITION OF PLASTICIZER. 3. CONCRETE SHALL COMPLY WITH ALL REQUIREMENTS OF ACT 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN THE WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT THE BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL BE DISPOSED OF. THE TESTING LABORATORY SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE SPECIFICATIONS. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-I/2" FOR #5 AND SMALLER 2" FOR LARGER THAN #5 C. FOR CONCRETE NOT EXPOSED TO EARTH AND WEATHER: %" FOR SLABS, WALLS, AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS 4. bETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE NOTED. 5. CONCRETE BEAM SIZES MAY BE INCREASED (8" MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIREDAT WINDOW AND DOOR BEAMS (28" MAX) AND ADD 245 BARS BOTTOM IF DROP EXCEEDS 8". 6. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. FORMWORK & FOUNDATION NOTES 1. FORMWORK, SOASED CING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH aCI 347. "RECOMMENDED PRACTICE FOR CONCRETE 2. FLOOR SLAB TPOURED CONCRETE SLAB WITH 6" X 6" X W I AXW I A W WM ON 0.006 VISQEEN (OR EQUIVALENT) ON CLEAN WELL COMPACTED FILL PRETREATED FOR TERMITES. 3. COLUMN ANDES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. 4. FOOTING DESIUMED SOIL BEARING CAPACITY OF 2500 PSF. CONTRACTOR SHALL SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY REPORT BY A FLORIDA REGISTERED ENGINEER. 5. FILL PLACED WITHIN Y-O" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN, WELL GRADED SAND IN 12" LIFTS MAX. AND VIBRATORY COMPACTED TO ACHIEVE A MINIMUM OF 95%MODIFIED PROCTOR ASTM D 1557. 6. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MIN OF FOUR PASSES TO THE EXISTING GROUND. 7. SLABS SHALL NOT BE LOADED UNTIL 24 HOURS HAS ELAPSED. 8. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTEDBY THE BUILDING OFFICIAL. FRAMING L-THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY REPRESENT FINAL TRUSS DESIGNERS LAYOUT. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GT BEARING PTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERED CALCULATIONS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER. OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ENGINEER'S REVIEW PRIOR TO FABRICATION, REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ENGINEER AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF THEIR RESPONSIBILITY TO PROVIDE LAYOUT THAT FULLY INTEGRATES WITH THE ENGINEER'S SUPERSTRUCTURE. IF THERE 1S ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ENGINEER IN WRITING OF THE SPECIFIC AREAS OF CONCERN. 5. TRUSSES TO BE DESIGNED TO CARRY THE LOADS OF ATTIC AHU AND STORAGE ITEMS. COORDINATE LOCATIONS OF EQUIPMENT WITH CONTRACTOR PRIOR TO FABRICATION AND INDICATE LOCATIONS OF EQUIPMENT ON TRUSS DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN REQUIREMENTS. 6. ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED & SEALED BY A. FLORIDA REGISTERED ENGINEER. 7. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP & BOTTOM EACH STUD, AS PER CODE. 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 9. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED (PT). PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BEWTEEN THE CONCRETE OR OTHER CEMENT BASED MATERIALS AND THE WOOD AS PER CODE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDE ADEQUATE BRACING AND BRIDGING DURING ERECTION OF TRUSSES TO PREVEN DAMAGE AND COLLAPSE. 11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6 4' SHALL BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. 12.. ALL HEADERS ABOVE DOORS ABD WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE #2 OR BETTER. OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FORRAA SINGLE MEMBER, 90 PSI IN HORIZONTAL S�HEE_ NI - ALL 14: NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE "C" CHANNEL STEEL STUDS AT 16" O.C. WITH MATCHING TRACKS TOP & BOTTOM & Y," GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12" O.C. MAX. INSTALLATION OF INTERIOR WALLS SHALL BE IN ACCORDANCE WITH ASTM C 1007-08A & C955-09 FOR ALL RESIDENTIAL & COMMERCIAL NON LOAD -BEARING APPLICATIONS. INSTALLATION SHOULD BE PER THE MANUFACTURERS INSTALLATION REQUIREMENTS. 7_6002 Standards. Gypsum board materials shall conform to the appropriate standards listed in Table 25062 and Chapter 35 and, Where required for fire protection, shall conform to the provisions of Chapter T . , Iv a •ol fastening gypsum wallboard I /III �, III 13111311MIRM71MR11111111° 1 fi �� I �ir�rllk� f fi • fi+_ t ii YM fi� ., Ipp II BEAM SCHEDULE NOTES 1. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR THROUGHOUT (T.O.) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE S-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE NOTED. 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE -BEAMS ONLY. ALL SPLICES TO BE A MIN OF 48X BAR DIAMETERS. 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS UNLESS OTHERWISE NOTED. 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW & DOOR HEADS (28" MAX). ADD 245 BOTTOM IF DROP EXCEEDS 8". 6. TIE BEAM SCHEDULE DEPTHS ARE MININUM AND MAY BE INCREASED 8" TO FIT BLOCK WORK. 7. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MININUM INTO SUPPORT UNLESS OTHERWISE NOTED. 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE & STEEL SPECIFICATIONS. 9. ONE QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THROUGH SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. 10. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THROUGH THESE TWO BEAMS. REINFORCING STEEL 1. REBAR SHALL BE ASTM 615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 48X BAR DIAM UNLESS OTHERWISE NOTED AND BE WIRED TOGETHER. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 2. PROVIDE YxY CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT ALL CORNERS. CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. WELDED WIRE MESH 1. WELDED WIRE MESH SHALL BE ASTM A-185, GRADE S5, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MININUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1989 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 BOLTS - A307-00 TUBULAR - A500-0l a GRADE B (42 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE." MASONRY 1. MASONRY CONSTRUCTION SHALL BE 1N ACCORDANCE WITH THE FLORIDA BUILDING CO.Co, 2014-QDITION AND ASCE. CONCRETE MASONRY UNITS SHALL BE ASTM C 90-90. ASTM GRADES NI OR NIL PRVIDE PRECAST LINTELS AS NECESSARY. (F'm = 1500 PSI) 2. HORIZONTAL JOINT REINFORCING IS NOT REQUIRED, UNLESS OTHERWISE NOTED. 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N (1500PSI). BLOCKS SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS PRIOR TO PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY WALLS SHALL COMPLY WITH ASTM C-270, AND SHALL PROVIDE A MININUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 4. TYPE S MORTOR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTOR SHALL BE PROPORTIONED ANS MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTOR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTOR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALOW A MININUM 72 HOURS FOR MORTOR TO CURE PRIOR TO GROUTING CELLS. 5. LAP VERTICAL REBAR 48 x BAR DIAMETER UNLESS OTHERWISE NOTED. 6. MASONRY CONSTRCUTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR." THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR SHALL BE RESPONSIBLE TO ASSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 7. REINFORCING: VERTICAL: A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN 6:1 ALIGNMENT, EVEN THOUGH IT IS AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MININUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE COLUMN SCHEDULE. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED HORIZONTAL: A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 8. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 9. CONSTRUCTION SHALL BE 1N ACCORDANCE WITH A.C.I. 530.1-02/ASCE 6/TMS 602, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. 10. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 11. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. MISCELLANEOUS NOTES 1, CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING COD 201 1TION AND ASSOCIATED AMMENDMENTS AS ADOPTED BY THE LOCAL MUNICIPALITY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, PLANS, SPECI A S, CONDITIONS AT JOBSITE, ETC. AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO EXECUTION OF ANY WORK. 3. ALL WRITTEN DIMENSIONS PER PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. CONTRACTOR SHALL COORDINATE ALL WORK OF THE TRADES INVOLVED. 5. CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER AND DETAILS AND SPECIFICATIONS FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION & APPROVAL OF ENGINEER PRIOR TO EXECUTION. 6. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & SPECIFICATIONS. LATHE FASTENER SCHEDULE WIRE LATHE & 3/8" RIB METAL LATH: SIZE: 16 GA. WITH MININUM 1-1/4" PENETRATION TYPE: 4101-1 SPACING: 6" APART, SIDE LAPS 9" APART ALL NAILS AND FASTENERS SHALL BE GALVANIZED. ELECTRICAL NOTES FILE COPY 1. CONTRACTOR SHALL VERIFY WITH THE POWER SERVICE PROVIDER (I.E. FP&L) THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANELS AS REQUIRED. 2. ALL WIRE SHALL BE COPPER UNLESS OTHERWISE NOTED. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF HOUSE WIRING 1S ALUMINUM. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS 1N RACEWAY ARE NON METALLIC SHEATHED CABLE. 5. CONTRACTOR SHALL COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY ALL CONDUCTORS AND BREAKERS WITH ASSOCIATED EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND PER MANUFACTURER'S SPECIFICATIONS. 9. PROVIDE GET BREAKERS FOR ALL BATHROOMS, GARAGE, AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10. ELECTRICAL FIXURES, TRIM, AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND CATV OUTLETS AS SHOWN ON PLAN. 12. DEDICATED CIRCUITS SHALL HAVE NO MORE THAN SIX (6) DUPLEX RECEPTACLES. 13. IN KITCHENS, DINING ROOMS, AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER SPACES SHALL BE GFCI PROTECTED IN ACCORDANCE WITH NEC 210-8(a). 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SECTION 410.8. 15. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF-CONTAINED BATTERY BACKUP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 16. IF APPLICABLE, PREWIRE FOR GARAGE DOOR OPENER SENSOR. 17. PROVIDE ARC FAULT 1NTERRUPTOR PROTECTION FOR ALL DWELLING ROOM RECEPTACLES. 18. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER REQUIRED CIRCUITS FOR EXISTING GENERATOR PANEL. TfiESE FL�,US AND ALL PitOP09i) Y�i3I C I PLUMBING 1. ALL PLUMBING FIXTURES SHALL BE COORDINATED AND APPROVED BY BUILDING OWNER PRIOR TO WORK. 2. ALL PLUMBING FIXTURES SHALL BE INSTALLED 1N ACCORDANCE WITH SECTION 405 OF THE FLORIDA BUILDING CODES. 3. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3 OF THE FLORIDA BUILDING CODES. 4. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FLORIDA BUILDING CODES PLUMBING CODE CHAPTER II. AR,. SW00riv I TO ANY L UMIZU I iUNG REQUIRED BY FIELD INSPECTORS THAT VAY BE NECESSARY IN CADS TO Cs UPLY WITH ALL APPLICABLE CODES. hr Adam Hart, PE FL LIC# 63079 1952 NW 21 st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE ¢ 2005.2016. 4-25-16 �PaPM L. H,Aq . ENS no � TA 3 S Tbf OF •QJ OR name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV B 6-13-16 , sheet 1� IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED AND CT WILL NOT BE BACK —CHARGED FOR ANY ITEMS FOUND AFTER THE FACT OF THE RETURNED LAYOUT _ ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE ANY PRODUCTION OF WD. TRUSSES C C C VERIFY ALL DIMENSIC GIRDER LOCATIONS, CLG HGT.s, COFFER CLG END DETAILS, PITCH, FASCIA, O.H. & CANT SOME DOWN FRAMING REQ. BY BLDR. DROP CLG., CEILING CHANGE & COFFER CLG. LOCATIONS .�T T�1tl APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 4 3/1611 BOTTOM = 2x4 MIN. TRUSS END DETAIL Hatch Legend 1 -6" BIRGE M21 THESc PLAN, AND ALL PROPOSro U! Owc ARE. wL'8JECT TO ANY COF 13uCi'ION3 RL-QUIRED BY FIELD INSPECTORS THAT r.1AY BE NECESSARY IN OflDER TO CCiw'PL'( WITH ALL APPLI043d,E CODES. FIv"F Copy Wind Load Type: ASCE 7-10 MWFRS Design Wind Speed. 170 mph Building Type: Enclosed Category importance Factor: II 1.00 LOADS ROOF FLOOR TCLL 30 40 TCDL 15 20 BCDL 10 5 Duration Factor: Roof 1.25 / Floor 1.00 BCLL i 0 0 Building Exposure: rtCrr TOTAL 55 65 Truss bottom chord analyzed with 10psf non -concurrent live load 30 psf concurrent live load on trusses designed with storage space. TRUSS HANGER INFORMATION Check TRUSS ENGINEERING for gravity and uplift values. If the value exceeds the capacity of a hanger shown below, then it is the responsibility of the builder to provide a suitable connection. All 2-ply hanger values are based on a 2-ply supporting girder. HANGER CONN. A THD26 2x8 B THD28 2x8 C THD26-2 2x6 D THDH26.2 2.6 E THDH26�3 2.6 F THD28.2 2x8 G THDH28-2 2x8 H THDH28-3 2x8 I THD46 2x6 J HJC26 2X6 K SKHH46UR 2x6 L SKHH26UR 2x6 M SKHH26L-21R-2 2x6 N GRAVITY FASTENER ROOF FLOOR UPLIFT GIRDER TRUSS 3060 2645 2265 18-16d 12-10d i 112" 4485 4115 2330 28-16d 16-0Od 1 112" 3355 2770 2340 18-16d 12-10d 5245 4375 2340 20-16d 8.16d 5245 4375 2340 20-16d 8-16d 5005 4310 2696 28-16d 1640d 8025 7360 3330 36-16d 10-16d 7835 7595 4370 36-16d 12i6d 3175 2540 2285 18-16d 12AOd 3490 2135 16-16d 5-10d 2100 1680 1345 12-t6d 6-16d 1890 1610 2190 18A6d 12�10dxl-12 2100 1680 895 12-16d 4-06UxZA/2 O GTWS2T 2x8 10900 P GTWS3T 2x8 12470 Q GTWS4T 2x8 12470 R HTS201HT524 Connection OR EQUAL. by bldr. S T RT16A OR EQUAL Connection by bldr. x 2-RT16A OR 'Connection EQUAL by bldr. Y Z CONNECTOR BY BLOR 8720 8435 22 - WS3 16 - WS3 11100 12490 28 - WS3 24 - W53 11100 12490 28 - WS3 24 - WS3 - 1460 10-10d 10-10d 1380 8-10d 9-10dx14/2" 2760 16-10d 18-10tlx1-1/2" "IMPORTANT INFORMATION*" ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY OF THE ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. BEARING HEIGHT DISCLAIMER: IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A GUIDELINE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMATION. FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which is always required to prevent toppling and dommoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced per local code. Trusses must be handled with extreme care during erection to prevent damage or personal injury. Refer to truss engineering for connection and bracing requirements. These calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the integrity of their product.Trusses remain our property until paid for in full. Truss layouts and engineering may not be reproduced in part or in full under any circumstances. SHOP DRAWING APPROVAL THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTOM TRUSS LLC. Approved By Date: NOTE: Horizontal and Vertical Truss reactions and uplift calculations are provided by CUSTOM TRUSS LLC., for the JOB ENGINEER OF RECORD to accurately provide support for the ROOF TRUSS SYSTEM and for proper connection of the ROOF TRUSS SYSTEM to the supporting structure. State of Florida Registered Engineer CARL G. FORBES, PE FL.Reg.Nos 20699 555 W. POMPANO PKWY. POMPANO BEACH, FL. 33069 (954) 682-6651 DaceMAI >c Revisions: 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH. (954) 786-8800 FAX: (954) 786-8804 LTI DEVELOPMENT Job Name: COASTAL FLOORING Job Address: 8532 SOUTH US HWY Subdivision: Lot: Block: City: ST: ZIP. PORT ST LUCIE FL Drawn By: Scale: Date: VB NTS 05/25/2016 Job Number: 160480 120/208 V 3PH 4 W SERVICE SURGE PROTECTION AT F.P.L. TRANSFORMER (4) 3/0 THWN & (1) #6 E.G.C, IN 2 1/2' COND, PANEL 'A' 200 AMP 3 PHASE 4 WIRE 120/208 V BREAKER 2 AI R 22KA CR PANEL 'B' 400 AMP 3 PHASE 4 WIRE 120/208 V METER ENCLOSURE PER F,P,L. E.S.S. 600 A. 6' X6' WIRE WAY CL480. 0 (4) 500 MCM THWN & (1) #3 E.G,C, IN 2 1/2' COND. #6 CU IBT (2) 2 1/2, COND, METAL STRUCTURE TO (4) 4/0 EACH METAL PIPE 20' 1/0 CU ENCASED IN CONC. GROUND 'CU CLAD STEEL #1/0 SOLID COPPER GROUND SEEUSIE PLAN A36-A38 METAL WIREWAY CONDUCTOR FILL CALCULE (8) 4/0 CUM THWN / THWN 84 XX 0 3237 sq (4) 3/0 CU THWN / THWN 4 X 0.2679 sq. (3) 1/0 BARE / 3 X 0,173 sq in. = TOTAL AREA ❑CCUPIED BY C❑NDUCT❑RS = 7.01 sq. in. / 20% = 35.05 sqq� In, SQUARE ROUTEOF 35.05 = 5.92 in. USE MINIMUM 6" X 6' WIREWAY, RECCDMEND 8" X 8' WIREWAY FOR EASE I OF POLARIS CONNECTORS, ESTIMATED TRANSFORMER SIZE = 112.5 KVA 112.5 KVA X 100 = 22,305 A (SQRT 3 X 0,208KV) 1.4% AT TRANSFORMER BANK. THREE PHASE SHORT-CIRCUIT CURRENT CALCULATION: 112.5 KVA = TRANSFORMER SIZE TRANSFORMER TO WIREWAY (2 SETS 4/0 140 FEET EMT) 1SC = 1,73 X5 00 208 V X 11.0 4/ = 22,306 AMP 1.73 140' 22,306 A f - 2 X 16,673 X 208V = 0.780 M = 1 = 0.562 1 + 0.780 22,306 AMPS X 0.562 = 12,533 AMPS USE MINIMUM 22KA MAIN CIRCUIT BREAKERS WIREWAY TO PANEL (1 SET 3/0, 180 FEET, PVC) 1,73 15' �2,533A = 0,059 f = 1 X 26,706 208V M = 1 = 0.945 1 + 0.059 12,533 AMPS X 0.945 = 11,839 AMPS USE MINIMUM 22KA RATED EQUIPMENT AT PANELS (MAIN CIRCUIT BREAKERS) 1 & 2 USE 10 KAIC BREAKERS SERIES COMBINATI❑N RATED WITH 22 KAIC RATED MAIN BREAKERS. (3) #6 & (1) #10 G IN V COND.� I A/C W/ HEAT 3 PHASE, 208 V 60 AMP DIS. NEMA 3R A/C W/ HEAT 3 PHASE, 208 V 60 AMP DIS. NEMA 3R A/C CAMP DIS• NEMA PHASE, 208 V 100 AMP DIS, NEMA 3RHASE, 208 V �- (3) #6 & (1) #IOG BRIDGE SAW 20 HP, 3 PHASE, 208 V (2) #12 & (1) #12 G IN V COND. 100 AMP/80A FUSES DIS. NEMA 3R (QTY 2)&20RAMP IRRIGATION NEMAS� R HP, 1 PHASE, 208 V (3) #10 & (1) TO G IN It CRANE T5 HP, 3 PHASE, 208 V 30 AMP DIS. NEMA 3R FORK LIF SCHEMA 3R2 PHASE, 208 V 30 AMP (2) #10 & (1) #SO G IN 1/2' COND. In a letter from FPL dated Jan. 28 2011, Delbert Lynn stated that The maximum avallalole fault current at 4he transformer secondary terminals Is estimate to be 24,797 symmetrical amperes at 120/ 208 volts. B2-B4 250 WATT ELEC. PANEL SCHEDULE, PANEL A 2 SECTION PANEL, 200A, MLO, 120/208V, 3 PHASE, 4 WIRE, CKT pq�H #1ASE p�� #2 pHp� If3 E BISC. WIRE CKT, N0. LOAD DESCRIPTION p{�pq W E pHp %2 py�p #3 ➢ISC. WIRE 1- LOAD DESCRIPTION N. LIGHTS TRACK SNOWRImII SO 20 12 2 DEDICATED SERVE 10 20 12 MID N LIGHT$ 4 ➢EDICATED SERVER RM l0 20 12 5- R D S. LIGHTS 6 SW. RECEPTS SHOWR 1 10 20 t2 7 S. LIGHTS 5{®WRDOM 10 RECEPTSSHOWROOM 10 0 9 LIGHTS OFFICES SO 20 12 0 RECEPTS 10 20 12 12 it JANT CLS & SHOP TOILET 10 20 12 12 RECEPTS KITCHEN AREA 10 13 N LIGHTING HIGH HAYS SR 15 0 12 14- RECEPTS Ot/ DESK 10 0 15 2 PHASE 15 16 RECEPTS WHSHOP 10 12 S. LIGHTING HIGH HAYS SR 15 20 12 l8 EXt. FRN IN SHOP 10 20 12 19 2 PHASE 15 20 fE 20 EXIT / EMERGENCY LIGHTS 1 20 12 21 LDiHfIIN+ FOGH BAYS STORAGE 12 20 le 22 EXIT / EMERGENCY LIGHTS 1 20 12 23 2 PHASE 12 20 12 24 SECURITY 10 10 20 20 12 12 25 LTGHTING HIGH HAYS ST@H 12 20 12 26 TOILET GFI M 27 ASE 12 20 12 28 TOILET GPi M2 l0 20 12 29 LIGHTQHG HB CONTROL 30 20 12 30 ➢.F. 1 20 20 12 12 31 TIDE LIGHTS (SW) 10 20 12 12 32 34 2 PHASE 30 20 12 33 ENTRY LIGHTS (TIMER) 20 12 36 MONU T SIG T E) 30 20 12 35 LANDSCAPE LIGHTS (TIMER) 38 !0 120 1 37 RECEPTS E. OFFICE l0 10 40 10 G - 39 RECEPTS W. OFFICE 42 SPARE 41 SPARE -- PANEL 'A' LOAD CALCULATION, LIGHTING 20,180 VA X 125% = 25,225 VA GENERAL RECPT. 52 R 180VA ' 9,960 EXIT EMERGENCY ' TOTAL LUAU 34,685 VA ADJUSTED LOAD 34 VV = 96,34 AMPS. USE 10 KAIC BREAKERS SERIES COMBINATION gg92-yB4 H.10: LAAITP ELEC. PANEL SCHEDULE- PANEL B 2 SECTION PANEL, 4p0H0pA, MLO, 120/208V, 3 PHASE 4 WIIRE, NOT LDA➢ DESCRIPTION #1 SE BE k3 DISC, WIRE CXT NO. ION %IAA p�pSE R2 N3 DISC. WIRE I NC PACKAGE W/ lOKW HEA 41 60 6 20 3 PHASE 41 60 6 10 17 20 30 12 !0 5 3 PHASE 41 60 6 6 RGER 30 10 7 A/C PACKAGE W/ IOKW HEA 41 60 8 MPI 17 9 3 9 3 41 6 IO HP I1 41 60 6 1259 10013 A/C PACKAGE W/ IOKW HEA 41 60 1459 24 10015 10 41 6 16 30 6017 24 30 30 19 AIR C ESSOR 2S HP 83 100 3 20 22 3 PHASE IRRIGATION PUMP 2HP 24 13 30 20 12 21 23 1 PmAqF8 100 24 1 PHASE 13 20 12 25 WELL PUMP 2HP ao 12 26 SPACE 27 1 PHASE 13 120 lie 28 SPACE 29 SPACE 1 30 SPACE 31 32 33 34 35 36 37 38 39 0 41 4 PANEL 'B' LORD CALCULATION, OUTSIDE LIGHTING 6 290W X 125% - 2,175 VA AIR COMP25 HP, 208V, X 123% = 39263 CRANE.75 HP 2D8 V, FORK LIFT CIiARGER 208V, = 8,719 = 3,536 WELL PUMP- 2 HP, 208 V, = 2,736 IRRIGATION PUMP- 2 HP, 208 V, 2,736 BRIDGE SAWeO HP, 20B V, = 24,940 (3) AHU & A/C (10KW HEAT EA.) = 44,280 TOTAL LOAD -128,394 VA ADJUSTED LOAD 123k94WWA = 356,62 AMPS, USE 10 KAIC BREAKERS SERIES COMBINATION BUILDING LOAD CALCULATION, LIGHTING 21,920 VA X 125X = 27,400 VA GENERAL RECPT, 52 8 180VA = 9,360 FORK LIFT CHARGER 208V = 3,536 AIR C12MP25 HP, 208V X 125% = I 63 WELL PUMP- 2 HP, 208 V, = 2,736 N V, 36 BRIDGES AV2PUMP- P-H, M V, = 24,941 CRANE-7.5 HP, 208 V, = 8'79IS EXIT EMERGENCY = 100 (3) AHU & A/C (IOKW HEAT EA.) = 44,260 TOTAL LOAD = 6 69 VA ADJUSTED LOAD 163 609VVA = 452.97 AMPS. 4 LAFF. 14 s J ,27 -B4 14' A.FF. A.PATOT�BE INN Ti IME CLOCKS ARPA.I1 TIME CLOCK LIGHTS A35 ELECTRICAL_ FLOOR PLAN UNLESS ❑THERWISE NOTED OR SHOWN ON THESE PLANS) 8,4KV MC❑V LINE-T❑- NEUTRAL, 75KV BIL) 33,7 KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL, 65 KA MINIMUM SH❑RT-DURATI❑N WITHSTAND SURGE PR❑TECTI❑N (TYPICAL) IS PR❑VIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR PRIMARY RISER POLE SERVING THIS PREMISES. LEGEND ITCH ALL SWITCH FELECTRICALICAL ALL SWITCH UTLET OUTLET W/ GFI UTLET T RECEPTACLE a DISCONNECT SWITCH JUNCTION BOX FOR FUTURE P. FAN WALL MOUNT LIGHT FIX. CEILING MOUNT LIGHT FIX. 24' X 24' FLUORSCENT LIGHT A.P.O. ® SURFACE MOUNT FLUORSCENT LIGHT, 2 BULB 7 JUNCTION BOX W/ 3/4' CONDUIT TO ABOVE CEILING P FLOOR MOUNT J BOX W/ 3/4' COND, TO ABOVE CEIL. 41, EXHAUST FAN tt�' EMERGENCY BACKUP FLOOD LIGHT W/ BAT. BACKUP tkf EXIT/EMER. FLOOD LIGHT COMBO. W/ BAT. BACKUP ® EXIT LIGHT W/ BAT. BACKUP .P. 0 SECURITY SYSTEM KEYPAD o ELEC. PANEL fi I METER J•R HI -BAY LIGHT W/ PIG TAIL & JUNCTION BOX PROVIDE AUTOMATIC LIGHT SHUTOFF AS PER 2014 FBC C405,2 THE WORK DESCRIBED HEREON SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE, THE 2014 FLORIDA FIRE PREVENTI❑N CODE, AND THE 2011 NATI❑NAL ELECTRICAL CODE. HIGH BAY LI5599GHTING AI-13A RR A29 A252-Ap2�7LE UGH C CONTROLLER T IL TO RB.LIGHTS TYP, @ 4 THEOVL'ANS AND ALL PROPOSED N4,rcp;( ARE SU JECT TO ANY CORj6rC'i I0N3 RE CUIRED BY FIELD INSPECTORS THAT MAY BE NECES-SANY IN OflDM TO Cv1°.ii)LY IVJJT1i ALL APPLICA!ILE CMES. a 0 F Engineering, Inc. Dependable Mechanical, Electrical & Pl unbing Design C.A. No.28173 315 South 7th Street Fort Pierce, FL, 34950 Phone:772 672-4636 Fax: 772 672-4637 y ' w z o Os a �w O z wU_ o i Q z 1 F= C H U LL X U 0 I'_ J � c) _J N W �, U w N Ir O 0 N 0 Ir a. U a M a. GD O ,,a ..,..< ` ENGINEER SEAL bF IL SHEET TITLE ELECTRICAL SCHEDULES, RISER & DETAILS DRAWN: BIC/AH APPROVED: TCT DRAWING `NUMBER SHEET 17_OF 17 �15049.01 MECHANICAL SYMBOLS ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS. SYMBOLS ARE SHOWN SCHEMATIC AND MAY NOT BE TO SCALE. SYMBOL DESCRIPTION eNEW N EQUIPMENT DESIGNATION (TOP - EQUIP. ABBREV., BOTTOM - MARK) NEW DIFFUSER DESIGNATION (TOP - SCHEDULE DESIG.. BOTTOM - CFM) �y�A NEW EQUIPMENT NEW DUCT ® NEW SUPPLY DIFFUSER zLA NEW RETURN GRILLE / EXHAUST GRILLE NEW SLOT DIFFUSER -\111y- FLEXIBLE DUCT !�T THERMOSTAT O DUCT ATTACHED SMOKE DETECTOR 45' PRESSURE TAP W/ VOLUME DAMPER ►i-- CONICAL TAP WITH VOLUME DAMPER ►-- CONICAL TAP W/O VOLUME DAMPER J MANUAL VOLUME DAMPER -� FD FIRE DAMPER �� SO SMOKE DAMPER -OF/S FIRE/SMOKE DAMPER O MOTORIZED DAMPER BAROMETRIC DAMPER - - DOMESTIC COLO WATER - - - - RETURN DUCT WORK (HVAC) / DOMESTIC HOT WATER (PLUMBING) - --- - DOMESTIC HOT WATER RETURN SANITARY WASTE LINE _CD - CONDENSATE DRAIN =P - PUMPED SANITARY LINE - - - VENT LINE -� DIRECTION OF SLOPE DIRECTION OF FLOW EXPANSION. LOOP ->01 4 GATE VALVE BUTTERFLY VALVE -"-� BALL VALVE TEMPERATURE AND PRESSURE RELIEF VALVE AUTOMATIC 2-WAY CONTROL VALVE Q� --1114 AUTOMATIC 3-WAY CONTROL VALVE - PLUG VALVE/BALANCING COCK - SOLENOID VALVE -t�J- CHECK VALVE -� HYDRAULIC SHOCK ARRESTOR -Ih VALVE IN VERTICAL UNION -I{�-- -¢-- VACCUUM BREAKER b P-TRAP -3n FLOOR DRAIN W/ P-TRAP O HUB DRAIN ___+0 FLOOR CLEANOUT OR GRADE CLEANOUT - II CLEANOUT OR WALL CLEANOUT -� PETE'S PLUG _ GAUGE COCK THERMOMETER THERMOMETER WELL STRAINER WITH BLOW -OFF VALVE ��-- STEAM BUCKET TRAP CONNECT TO EXISTING EP ELECTRIC PNEUMATIC SWITCH • �H HUMIDISTAT MECHANICAL ABBREVIATIONS AC ABOVE CEILING EUH ELECTRIC UNIT HEATER AFF ABOVE FINISHED FLOOR FCU FAN COIL UNIT Al ANALOG INPUT FPB FAN POWERED BOX AO ANALOG OUTPUT FPI FINS PER INCH BF " BELOW FLOOR GC GENERAL CONTRACTOR BFC BELOW FINISHED CEILING MVD MANUAL VOLUME DAMPER BIG BELOW GRADE N NEW CRU COMPUTER ROOM UNIT OBD OPPOSED BLADE DAMPER CU CONDENSING UNIT R RELOCATED DI DIGITAL INPUT RA RETURN AIR DO DIGITAL OUTPUT SA SUPPLY AIR DS DISCONNECT SWITCH UH UNIT HEATER E EXISTING WHP WATER -SOURCE HEAT PUMP EDH ELECTRIC DUCT HEATER VAV VARIABLE AIR VALVE EF EXHAUST FAN WH WATER HEATER AIR CONDITIONING EQUIP SCHEDULE EXHAUST FAN SCHEDULE MARK AHU-1 AHU-2 AHU-3 SERVES SHOWROOM SHOWROOM OFFICE MARK EF-1 EF-2 a TRANE MODEL NUMBER TAM7AOB6OH21SB TAM7A0B60H21SB TAM7AOB36H2156 SERVES BATHROOMS BATHROOMS J DESIGN CFM/FAN POSITION 1600/ HIGH 1600/ HIGH 1200/ LOW-MED < MFR. / MODEL NUMBER BROAN / QTR 050F BROAN / QTR 050F QL E.S.P.("WG) MAX MAX MAX r DESIGN CFM/FAN POSITION 50 100 .2 .2 .2 FAN MOTOR HP, FLA 1 /2 , 3.0 1 /2 , 3.0 1 /2 , 3.0 a E.S.P,("WG) .1 MAX .1 MAX N SONES, FLA 0.4 0.2 0.4 0.2 = a POWER (V/PH/Hz) 208-230/1/60 208-230/1/60 208-230/l/60 a POWER (V/PH/Hz) 115V - 60A 115V - 60A TRANE MODEL NUMBER 4TTR706OA1000A 4TTR706OA1000A 4TTR7036A1000A SHALL BE NOMINAL TONNAGE 5.0 5.0 3.0 flESPANASONIC ACCEPT. FOR SUBSTITUTION - - UJ z w SEER (MIN) 16 16 16 0 POWER (V/PH/Hz) 208-230/1/60 208-230/l/60 208-230/1/60 z EAT 'F DB/WB 73.3/61.1 73.3/61.1 73.3/61_2 a 5hALL BE AHUICONNECTIONULL SIZE OF WIRE ME5H SCREEN c a LAT 'F DB/WB 51.1 /50.6 51.1 /50.6 51.1 /50,6 CAP. TOTAL MBH/SENS. MBH SEE BELOW SEE BELOW SEE BELOW COMPR. MIN CIR AMP,MAX FUSE SIZE 19 / 30 19 / 30 19 / 30 TYPE / N0. OF STAGES 1 1 1 SPECIFY TYPE COVER OF UNIT (AHU, z ¢ TEMP RISE (F) 34.8 34.8 34.8 ETC), AND AL50 CALL OUT 2" MIN IN TITLE - F_-FCU, a ¢ i 0 CAPACITY KW OUTPUT 7,68 7.68 4.8 CALCULATED MBH (READ) SEE BELOW SEE BELOW SEE BELOW UNIT SLOPEj2" MCA / FUSE SIZE 44 / 45 44 / 45 29 / 30 -_ EQUIPMENT/HOU5EKEEPING PAD VERIFY CURB/PAD, HEIGIIT5, 2" GRE, DIMEN51ON5, ETC. FAN TC FILTER SIZE 20x20x1 20x20x1 20x20x1 OUTSIDE AIR TEMPERATURE (DB/WB) 95 / 78 95 / 78 95 / 78 - STATIC AHU OPERATING WEIGHT (LBS.) 157 MAX 157 MAX 150 MAX NEATIC FLOOR DRAIN NOTES 1,2,3 1,2,3 1,2,3 FINI5HED FLOOR NOTES: 1. ESP INCLUDES DUCTWORK AND AIR DEVICES ONLY. 2. REFER TO MFG SPECIFICATIONS FOR ALL INSTALLATION REQUIREMENTS 3. IF SUBSTITUTIONS ARE MADE TO SPECIFIED MFR./MODEL, ALL SUBMITTALS SHALL BE SUBMITTED TO ENGINEER FOR FINAL APPROVAL PRIOR TO INSTALLATION (DIFFUSERS, DUCTWORK SPECIFICATIONS, A/C EQUIPMENT, ETC.) 4. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL FOR ALL EQUIPMENT FUSE SIZE REQ`D In 1" O 1r J _10i lui I 3f� 1/4" - VACUUM BREAKER LG � 8 EXPAN51ON TANK - PIPE 5UPPORTED PRE55URE AND TEMPERATURE C RELIEF VALVE (SETTING BY MFR OR HEATER) ELECTRIC WATER HEATER - FULL SIZE OF DRAIN VALVE � � VALVE OUTLET VALVE 2" HIGH ��ROUTE DRAIN PAN OUTLET TO DRAIN PAN BA5E / SHELF 1 FL �- HOUSEKEEFING PAD �ELECWATER HEATER HEATER 16 MkE No We \TER THAN TAIL PRESSURE T REM ,,, ilLI IIII it ,,,,, „ ❑,LEI=I 11111111111hT111111`11111IIIIL°I II IIIIll[ Ill l 111111111111UIIO����IIII VC1)�.(]�(u1J0�Q61� ��I���II�VVIIV 16x8 16x8 :x8 16 x8 150 Cfm 150 cfrn 1150cfm 6x6 6x6 RTRT6x6 TT TT 16° �y �` J6x6 16x8 150 cfm 16 x8 16x8 150 cfm 6 x 6 150 efm 150 Cfm 18x8 / 6x6 6x8. III . I 16x8 18z8 16x8 16x8 150dm 150 cfm 150 cfm 8�p 6�p g 6 11-, I ° [ II8" 12" 14' 16' M 16x8 16x8 L11 150 cfm 18 x 8 16 x 8 160 Cfm 6 x 6 150 dm 150 cfm laxs 6x6 Bx6 LI'17 11 „Lolf,,,;,;;, ,,,,,,, L J 1[ l' ,�,,,1 ,,,z' °i 'y„ �i3sRe1sa33u is nIh i11111111111111111p1 VlllllillV • III DOMESTIC WATER WELL LOCATION (REFER TO CIVIL DWGS FOR LOCATION). O MECHANICAL_ PLAN 16x8 150 cfm 6x6 16x8 150 cfm 6x6 16x8 150 cfm 6x6 16x8 150 cfm 6x6 18" 18" 16x8 115 cfm 6x6 16x8 115 cfm 6x6 16x8 115 cfm 6x6 16x8 115 cfm 6x6 WATER HEATER SCHEDULE MARK LOCATION GAL OF STORAGE RECOV CAP AT 100• RISE ELEC ELEMENT (KW) V / / 2 0 H MANUFACTURER MODEL WH-1 WAREHOUSE 50 12 GPH 3 KW 120/1/60 RUUD/ELD52 20 " 20 " N-e T 2° VTR 24 x 24 91. 18x10 18x20 r 24x24 4x24 195 CFM 1 FM y,6„ I Ox6 8x1 Cg TO NEW SEWER LINLO/A-245 CFMs 9" Pipe e I p __L 'P (III I. IIC�JIIIII(IIiI�IIIIfI Illll�lllllllllll "i1111 I V 16x8 a 115 cfm �^ 24 x 24 v 975 CFM �6 20" 22 x 24 AHU-1 22 x 24 16x8 24x24 115 cfm 975 CFM 6x6 16 x8 115 cfm 24 x 24 6 x 6 975 CFM Tr S AHU-2 22 x 24 20 ° 22 x 24 16x8 24x24 115 cfm 6x6 24x12 9,. CIA - 245 CFM 9" Pipe 2. 8x4 Sx4 /50 cfrnFE lei -7 �-• ;i �oil �I�F n 1 ) - n, of III ISuT, o I (o I c1 u7 " 1'iu] [l I 11iralfo1041111110M a CJ mmral \ ft/o0R CRNI w%TMM �xu mNrEclm ro � �¢aPE f100R ro qHN � i� 8x8 100 cfm 6^ 01 ul � T, I �1 n 0l oJ: ul C7 111E.,�� P ANS AND ALL 1111OP0850 V1Cfli' t ARE SUBJECT TO ANY CORRECTI.GN r REQUIRED BY FIELD ITIS•PECTOPS THAT MAY BE NECESSARY IN 0#4 t TO COMPLY V11T,H ALL APPLICABLE CORES, FILE COPY 6x6 EXH OUT 3• Cn 6x6 EXH OUT LJ 0/A- 245 CFMs 9" Pipe ALL EXHAUST LOUVERS TO BE INSTALLED 10' FROM ANY CA INTAKE OPENING hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21 st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ahart@hrcdesigns.com www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L. HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE M2005-2016 4-25-16 tV 630 9 3 S EE O F 14 0 R 1 li P• CJ\���` �a N A` name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved b�ALHb�ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet 1C 1 - 3/8' = 1'-0' - I 3 5/8" STEEL STUD 2 LAYERS 5/8" TYPE "X" GWB MEMBRANE METALLATH SCRATCH COAT CURED MORTAR BED CERAMIC TILE SET ON LATEX- PORTLAND CEMENT MORTAR BOND COAT 4" METAL STUD WALL TYPE 2 HR. FIRE RATED NO SCALE 4" METAL STUD WALL TYPE NO SCALE 2 HOUR FIRE RATING SOUND RATING 50 TO 54 STC GA FILE No, L551 CONSTRUCTION TYPE: GYPSUM WALLBOARD, MINERAL FIBER, MTL STUD, BASE LAYER 5/8" PROPRIETARY TYPE "X" GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL TO EACH, SIDE OF PROPRIETARY 18 GA 5.5/8" X 1,5/8" MTL STUDS 24' o,c, WITH 1,1/4" TYPE S-12 DRYWALL SCREWS 8" o,c, STUD FLANGES SCREW ATTACHED TO 18 GA TOP J RUNNER AND BOTTOM C RUNNER WITH 1/2" TYPE S-12 PAN HEAD SCREWS, FACE LAYER 5/8" PROPRIETARY TYPE "X" GYPSUM WALLBOARD OF VENEER BASE APPLIED PARALLEL TO STUDS EACH SIDE OF THE OF STUDS WITH 1.5/8" TYPE S DRYWALL SCREWS 8" o,c, STAGGER / JOINTS 24' o.c, EACH LAYER AND SIDE. W/ 3" MINERAL FIBER IN STUD SPACE. 3 5/8" STEEL STUD 5/8" GWB (BOTH SIDES) UNDERSIDE OF STIR NON COMBUSTIBLE COMPRESSIBLE FILL FINISH CEILING WHERE OCCURS (SEE SCHEDULE) 4" MTL. STUD FRAMII @ 16" O.C. 5/8" GWB EACH SIDE WALL BASE (SEE SCHEDULE) FINISH FLOOR (SEE SCHEDULE) 4" METAL STUD PARTITION GWB EACH SIDE NO SCALE BOTTOM OF ROOF SHEATHING w C R-19 BATT INSULATION "D I II LqF BRIDGING @ 48" o,c. (TYP,) FLOOR SLAB SEPh-A-if1G FPE `,Jr"=_L SEC STANDING SEAM METAL ROOF FIBERGLASS BATT STEEL PURLIN STEEL PURLING, WRAP W/ 5/8" TYPE "X" GWB INSULATION (R=30) CONT. BENT PLATE FASTENED TO UPPER BENT PLATE FABRIC SHEET VAPOR BARRIER RETAINED W/ METAL STRIPS CONT. BENT PLATE FASTENED PURLIN FIRE SAFING INSUL. 5/8" GWB BOTH SIDES 3-5/8" STL. STUDS PARTITION WALL BRACING NO SCALE 6" METAL STUD WALL TYPE 2 HR. FIRE RATED NO SCALE 8" STEEL STUD 6" TUBE STEEL COLUMN 2 LAYERS 5/8" TYPE "X" (BOTH SIDES) v 6" METAL STUD WALL TYPE NO SCALE 6" STEEL STUD 5/8" GWB (BOTH SIDES) :ATHING PROPOS50 WON( / C0rlL9cC'1'!CNS SPECTDPS THAT r IN OADM TO L;ZAXE ECODES. 1 TEILET &ETHER SEC P19,11 OTHER PART, SEC 3 SCALE 3/4" = 1'-0" - - SCALE 3/4" = 1'-0" - 19 hrcd Adam Hart, PE FL LIC# 63079 1952 NW 21 st Terrace Stuart, FL 34994 772.215.8521 v 772.232.9557 f ah art@ h rcd esi g n s. co m www.hrcdesigns.com THIS ARCHITECTURAL AND/OR ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE, IN WHOLE OR PART, MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF ADAM L HART, PE. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. ADAM L. HART, PE 0 2006.2016 4-25-16 *O P M'L 'H�' qi'i i N0 6307 O. STATE OF OR name COASTAL FLOORING NEW BUILDING 8532 SOUTH U.S. HWY1 PORT ST. LUCIE, FL project number 8532 drawn by RS checked by ALH approved by ALH issued for date CLIENT REVIEW 2-8-16 PERMIT SET 4-25-16 REV 8 6-13-16 sheet - SCALE: 3/4' = l'-0" s o +^g6 t^ggg }^Q^ g°' ,Ig O ^g' �D• + `O Jr 0 '1 ASPHALT ADJACENT BUILDING FIFE = 19.25' 18 TOB 9 q0• ^19 FIND 1/ 2" 0 IP & C 1l 6 x 15 \g6 TOE CNR 15.1 1y N 1.01' 11.5 m ^b' x156 }^b' 11.3 TDB TOE b A x +^b• 15' I ry ^p. + 16.9 1y,2 b^ 1A.5 }^by 12"0 PINE }^ ^ I ^"y 11"0 PINE +^g n } Z LOCATION MAP CONCRETE J b 12"0 PINE a� HEADWALL W '0 PINE ^ + " � � S &WEIR j bh 10"0 PINE +^ �' (s, 7Tn W GRAPHIC SCALE g N 1.15' W 0,32' t ^g' FIND 4X4 CM ^ ry g " h JrSET + ^"� ^b� ^�� LB. I W/ PRM LB 4942 IN FEET ) +^g, 1 ^4' + + 58.78' (C) S 0.31' E 0.11 _ — 1 inch = 30 ft. o lb S89042'11 "E ^ ^" ^ Jr \\ / ip ^'a' +gry FND 5/8" 0 IB & C + } + 271 •03 + +^ + }^ / BENCHMARK 1 ^g W/ C & T / FIND N W ^g°9 N 0.22' E ;i.40' NORTH LINE SOUTH 1/2 LOT 3 LOT 2, NORTH WEST CORNER BLOCK W/ PCP 3870 Ob'0 h ST. LUC EGARDENS �' TOP = 16,30' ^g• PLAT BOOK 1, PAGE 35 Nt ^60 "may LEGAL DESCRIPTION b 9tP,0 Cy'".� o g e o "� A TRACT OF LAND LOCATED IN ST. LUCIE GARDENS SUBDIVISION, SECTION 26, TOWNSHIP 36 �0 0� ", +NO }^g0 +^b +^b +^" +^g +^ +^g° ^g° ^g� ^1' SOUTH, RANGE 40 EAST, BLOCK 3, AND THAT PART OF LOTS 3 AND 4, WHICH ARE DESCRIBED 111 + + + AS FOLLOWS: A/C AIR CONDITIONER tip- YN 9 gp + ALUM ALUMINUM 'T� ANC ANCHOR ^g' 0 00 AVEAVENUEBEGINNING AT THE POINT OF INTERSECTION OF THE EASTERLY RIGHT—OF—WAY LINE OF U.S. APPROX -I APPROXIMATE \O - BRG BEARING g, Z N HIGHWAY No. 1 AND THE WESTERLY LINE OF SAID LOT 3, THENCE RUN NORTH 00'01'49" EAST,. BLOCK y� 0 ALONG THE WEST LINE OF SAID LOT 3, FOR A DISTANCE OF 238.43 FEET TO THE NORTH LINE OF BLVD BOULEVARD BLDG BUILDING' " BM BENCHMARK 9y ^ THE SOUTH HALF OF LOT 3; THENCE SOUTH 89'4211 EAST, ALONG THE SAID NORTH LINE OF CATV CABLE TELEVISION BOX C CALCULATED '.�. � ,� 0 1 o THE SOUTH HALF OF SAID LOT 3, FOR A DISTANCE OF 271.03 FEET; THENCE NORTH 27'31'40" CB CATCH BASIN g• ^g• ^N ^b• O O 1 O CL CENTRAL FENCE ^ WPP + + + ^g' ^"' ^g WEST, FOR A DISTANCE OF 205.85 FEET TO A POINT THENCE SOUTH 62°28 20" WEST FOR A CLF CHAINONK FENCE "1' + + + + 1' ' ' CHO CHORD 9 ^�°^ry? DISTANCE OF 350,00 FEET TO A POINT OF INTERSECTION WITH THE SAID EASTERLY CONC CONCRETE CBS CONC. BLOCKSTRUCTURETURE y � CM CONCRETE MLp RIGHT—OF—WAY LINE OF U.S. HIGHWAY No. 1; THENCE SOUTH 27'31'40" EAST, ALONG SAID CNR COULD NOT READ ,,nn gb1 0 +^ry9 EASTERLY RIGHT—OF—WAY LINE, FOR A DISTANCE OF 290.72 FEET TO THE POINT OF BEGINNING. CPP CONCRETE POWER POLE VY� \ coy CORNER ^ N LL1 * THIS PARCEL IS SUBJECT TO A BLANKET EASEMENT, AS RECORDED IN O.R. BOOK 997, PAGE 2763. CMP CORRUGATED METAL PIPE �-- lj �� ^ 6 A CVG CONCRETE VALLEY GUTTER a }50 9 * TRACT CONTAINS 54,590 SQUARE FEET, 1.25 ACRES, +/—, D DEED X 1 ' D/f DRAINFIELD O. 16.80 +^ry 14- 0E DRAINAGE EASEMENT O. O^ ^ •.vw+�.► DRAINAGE " ^1• 'I'1g " 0 h g g ESMFLOW f� T EASEMENT EOC EDGE OF CONCRETE g^ + e + + +' EDP EDGE OF PAVEMENT �L 0• 1 0 ^ ^R'' EM ELECTRIC METER EOW EDGE OF WATER -� SSMII 0 1. PROPERTY ADDRESS: 9600 S. U.S. HIGHWAY No. 1. ES ELECTRIC SERVICE 41 pry LID += 16.92 Z ELEV ELEVATION O O ^1• ENCL ENCLOSURE ^6' X 17.00 EXISTING ELEVATIONFT FEET ^ry9 1 F FIELD MEASUREMENT \ ^ry FNC FENCE CONC. + FIELDFIFE FINISHED FLOOR ELEVATION.J 'j HEADWALL 2. CERTIFIED T0: FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT , sEGFOUNDOVERNMENT USE^++^bh } "� —PALM PARK CENTER, LLC I & E INGRESS &EGRESS EASEMENT ^ryh —FIRST BANK AND TRUST COMPANY OF I Rv IRON RBAR POINT OF BEGINNING + NDIANTOWN IS & G IRON PIPE RN BAR & CAP SETI.B. + —OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY IP & C IRON PIPE & CAPL ARC LENGTH ^q,• LE LANDSCAPE EASEMENT MLP '9 ^ry'—MCCARTHY SUMMERS , WOOD, NORMAN , BADS LB LICENSED BUSINESS NUMBER 'O FIND 4X4 CM , , BCBr•"0 LP LIGHT POLE BENCHMARK 2 M & W MAC NAIL & WASHER SET M & W �k� W/ PRM LB 4942 MAC MAG NAIL W/ PSM 4049 S 2.59' & TA YLOR, P.A. ME MAINTENANCE EASEMENT TOP - 17.14' MH MANHOLE MHWL MEAN HIGH WATER LINE NIL NAIL /0 'O'a 1 ^ry ^�ti Date of field survey. N & TT NAIL & TIN TAB PRO PRORATED 1000^'� ^g, ^'^''� ^^^ + p + r7 N & W NAIL & WASHER R RADIUS / '4'1 } ^t 0811312010 NGVD NATIONAL GEODETIC VERTICAL DATUM RADIAL NO ID NO IDENTIFICATION FAD FAD ^ ' ^g ^ry NTS NOT TO SCALE RRS RAILROAD SPIKE RANG RANGE / {' NOTES NAD NORTH AMERICAN DATUM RLS REGISTERED LAND SURVEYOR ORB OFFICIAL RECORD BOOK RCP REINFORCED CONCRETE PIPE NOT VALID WITHOUT THE SIGNATURE AND THE 0/S OFFSET R/W RIGHT OF WAY ^6' 1. Survey of description a5 furnished by Client. li $S SANITARY SEWER \ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2. Lands shown hereon were not abstracted for easements and/or 0 OVERHANG OHW OVERHEAD WIRE SECT SECTION PG PAGE SET I.B. SET 5 8 IRON BAR & CAP 4049 rights —of —way of record. PK PARKER-KALN NAIL W - \ SURVEYOR AND MAPPER. PK & W PARKER-KALN NAIL &TIN TAB SET PK SEPTIC TANK &WASHER 49 3. All bearings are referenced to the Easterly Right —of —Way line of U.S. No. 1, PK & W PARKER-KALN NAIL &WASHER PVMT PAVEMENT S/W SIDEWALK \ Highway No. 1, Described as S27'31'40" East, all others relative thereto. SBT SOUTHERN BELL TELEPHONE BOX PRM PERMANENT REFERENCE MONUMENT S/p SQUARE FEET �, ^^j� �75� �j�i 4. Elevations shown hereon are relative to National Geodetic Vertical S/D SUBDIVISION ^"�' Q����d111 J. �i1L14� VV ���o s P PLAT + Datum o� 1929, and are based on Port St. Lucie Bench Mark No. 1030, PB PLATBOOK PCC POINT OF COMPOUND CURVATURE TCE TEMPORARY CONSTRUCTION EASEMENT t ` / havingan elevation of 15.36 feet. PC POINT OF CURVATURE TOS TOP OF BANK / % ,/ PI POINT OF INTERSECTION TOE TOE OF SLOPE ^ / 5. 'There are no above ground encroachments, unless otherwise shown. POB POINT OF BEGINNING TWP TOWNSHIP POC POINT Or COMMENCEMENT TRANS TRANSFORMER 6. The National Flood Insurance Program designation as indicated on POE POINT OF ENCROACHMENT TYP TYPICAL the F.E.M.A. Ma N1211IC 029.5 F dated 08/19 1991 PRC POINT OF REVERSE CURVATURE ODE UTILITY &DRAINAGE EASEMENT ' Po. ' + ' PT POINT OF TANGEf.'Y PP POWER POLE LIE UTILITY EASEMENT locates the parcel In Zone —X , base flood elevation N,/A feet; subject PRIVATE UTILITY EASEMENT U/G UNDERGROUND POE PROFESSIONAL LAND SUK,C OR UP UTILITY POLE STEPHEN J. BROWN, PROFESSION L S'' YOR 1 ND MAPPER to any scaling and interpolation factors associated with mapping of this WM WATER METER It ONE WV WATER VALVE ry REGISTRATION NO. 4049, OF FL�IRIDA accuracy. This data is on int@r retation by the surveyor and is provided PROP PROPOSED WPP WOOD POWER POLE ^O. as a cou -test'. The flood ZOnc+(s) should be verified by a determination agency. • 17.00 PROPOSED ELEVATION 0 DIAMETER 1^ + ' 7. Underground foundations ck utilities not located unless shown. REVISIONS BY REVISED SURVEY RH 02/09/2010 FILE: J 00. d LJJ ~ ® z �C) W4 < Q z P4 Q � Nil b o Q 0b z aj1 Pe1 Q Yld b ;T! r` ■ • Sa ' r1 DRAWN S.J.B. CHECKED S.J.B. DATE 08 20 2010 SCALE 1" = 30' JOB NO. 5913-01-01 SHEET ONE OF ONE SHEETS