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HomeMy WebLinkAboutBuilding Plansr. ELEVATION PLAN SCALE: NTS SITE PLAN SCALE: NTS SHEET INDEX # SHEET DESCRIPTION Al COVER SHEET S1 SITE PLAN A2 FLOOR PLAN AND DETAIL E1 EXISTING PLAN A3 ELEVATION PLAN A4 ELEVATION PLAN A5 FOUNDATION PLAN A6 MECHANICAL PLAN & DETAILS A7 PLUMBING PLAN A8 ELECTRICAL PLAN & DETAILS A9 FRAMING A10 DETAILS SHEET A11 WIND LOAD Al2 SAFETY LOAD SITE AND SOIL PREPARATION STATEMENT 1, STRIPPING OF SITE: ALL VEGETATION TOP SOILS, MARL, TREE STUMPS, ROOTS, ORGANIC ZONES, ASPHALT PAVEMENT ;WITH LIMERICK BASE COURSE), AND OTHER DELETERIOUS MATERIALS MUST BE STRIPPED TO WHATEVER DEPTH IS NECESSARY, AND REMOVED FROM THE SITE. STRIPPING OF THE SITE WILL BE REQUIRED TO A DEPTH FOR COMPLETE REMOVAL OF ALL UNACCEPTABLE MATERIAL TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. CONTACT SOIL ENGINEER FOR INSPECTION AND FINAL APPROVAL BEFORE CONTINUING. 2. COMPACTION AFTER STRIPPING: THE COMPLETE COMPACTION PROCESS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THIS COMPACTION IS TO BE TESTED WITH 8 FEET STANDARD PENETRATION TEST BORINGS. FREQUENCY OF TESTS TO BE AT EVERY 1500 SQ. FT. THE UPPER 12% MUST BE TESTED FOR 95% OF THE MODIFIED PROCTOR (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING WITH THE COMPACTION. GENERAL CONTRACTORS TO EXERCISE CAUTION DURING COMPACTION OPERATIONS TO AVOID DAMAGE TO ANY NEARBY EXISTING STRUCTURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES. 3. STRUCTURAL FILLING AND BACKFILLING: MADE IN LIFTS NOT EXCEEDING 12" IN DEPTH. COMPACTION WITH A VIBRATORY ROLLER TO ATTAIN 95 % COMPACTION OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). MUST BE COMPLETED UNIFORMLY. STRUCTURAL FILL TO CONSIST OF NON -ORGANIC, NON -PLASTIC, CLEAN, COARSE -GRAINED SAND/ROCK MATERIAL (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING. SAMPLES ARE TO BE SUBMITTED AND APPROVED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. NO PARTICLE SIZE GREATER THAT THREE INCHES AND LESS THAN; 10 % PASSING THROUGH THE #200 SIEVE. THE COMPACTION OF EACH LIFT MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER, 4. FOUNDATION BEARING SURFACE PREPARATION: THE UPPER 12" OF BEARING SOIL IN THE FOOTING EXCAVATION BOTTOM SURFACES (AFTER EXCAVATING FOR FOUNDATIONS) MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. AFTER APPROVAL ALL THE BEARING SURFACES MUST BE COMPACTED TO DENSITIES EQUIVALENT TO 98 % OF THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). SOILS WHICH ARE NOT APPROVED MUST BE REMOVED OR REPLACED, OR LOWERED TO A SATISFACTORY BEARING ELEVATION, OR FURTHER COMPACTED AS DETERMINED AND INSTRUCTED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER, THE COMPACTION OF THESE AREAS MUST ALSO BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 5. TESTING: TESTING OF COMPACTED EXISTING SOIL, OR OF STRUCTURAL BACKFILL TO MEET OR EXCEED 95 % OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). FREQUENCY OF TESTS: ONE EACH 1500 SQ. FT. (OR A MINIMUM OF 3 IN ANY ONE BUILDING OR BUILDING ADDITION) AND AT EACH LIFT OF EXISTING OR BACKFILL, ONE OF EACH SPREAD FOOTING, AND ONE EACH 100 LIN. FT. OF CONTINUOUS FOOTINGS. GENERAL CONTRACTOR TO SUBMIT TESTING PLAN FOR APPROVAL BY ARCHITECT, GEOTECHNICAL ENGINEER, AND STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. SLAB ON FILL 1. FILL AND BACKFILL TO BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS DETERMINE BY THE STANDARD PROCTER TEST. 2. COMPACTION LAYERS NOT TO EXCEED 8 INCHES, SLABS ON FILL TO BE PLACED ON A CHECKEREBOARD PATERN WITH CASTING LIMITED TO 600 SQUARE FEET OR 25 FEET IN ANY DIRECTIONARD PATTERN. 3. PROVIDE 6-MILL VAPOR BARRIER (VISQUEEN) BELOW ALL INTERRIOR SLABS ON FILL SOIL MUST BE TREATED FOR TERMITE. TO BE PERFORMED BY APPROVED TERMITE SPECIALIST w 0 z Q o_ no LL F2 w 0 F z Lij 0 0 O Q U 11 z O�0 J 0" �N LLJW <LLu U00 CE Q CE oQcoz LLo°° LijM R U 0 >- W w 0 Z z Lij Ljj 0 wWo[- CE Z O �n M� mE o w w LL w J N °U � o zmU)Lij s10 wwzZ z QC) Q Lij ai0w wwwcoo0 oWzLU 0 m O w CE CE J D w0 z=U� W z Lti w0� ZC�S -b�c�s EVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY :.. j py BOCC S7"/zvc1-U/z ON'3u( W � 'J" M Q J z_ 1"e W C'1 U O U W a o� m 0 0 LL w Q z W. 00 0 a co Z co w Q Q Z Qco ww J>0� 7 � cow zr� Q C) n n t 0 0 r7 cdrp'SpJ ' � ) Ll CD 000 0 < zQo eZV) 0'¢ QcnC)O wO aNzwJ w aQ Ww v0 LQJ N QOO Lo ULj CDCD z0 Ln 0_ Um ) w>°> ro U) 0 'mY CD Oa mN m Loo N a > q cE W T A - 1 OSHEET omCmCmmGnm iyt �SC» � S t{ 1 1 fI f�IUN /\ J ti f` 0 'A/v N 31 4 AL 2mO0mei�c mo°mC�mammm ❑�S�Y�3aNc�oc�m�ryommm, 3mc�o3mmc.U m�Omac� 0 LA mm� r°m0 m�= RLSN °J Gi- rm ° Tbmam oTI - _ 0 'mY CD Oa mN m Loo N a > q cE W T A - 1 OSHEET omCmCmmGnm iyt �SC» � S t{ 1 1 fI f�IUN /\ J ti f` 0 'A/v N 31 4 AL 2mO0mei�c mo°mC�mammm ❑�S�Y�3aNc�oc�m�ryommm, 3mc�o3mmc.U m�Omac� 0 LA mm� r°m0 m�= RLSN °J Gi- rm ° Tbmam oTI - _ 31 SITE PLAN SCALE: U U Z d 0 T Oi U can mULuw 4Z W <Lj zUO V Cy W FLD�U oQco Z v w a h Q a � o o r O W m LL 0 co LLJ Ir 0 Z O U wWO� Z W o ry5 �cc co W W LL W J N U :>: }00 Zmca W Z W W V .� I Lr U W .. 0 C[ W U W - (O [] Z w U co UZrW Zu-!UU Za co W>- Q zmF-� zz W J 0 W J (Y) �� Z= UZm0 UZ Z>- w W2o2, i�J N W Oi C C U m N C O m �mLm Lm� m O b m NrN G ONE m p C m (J W mam N zaE r E m N N�L W O W R C � m � L CO O �m0 a EWa L-�cc �n N a m a� so �C mW= NOC `mo D pW amo N mIN m km WmE 6md mNL mmm � N ONa FC Sow yC Cfb NO Wa W0 4 N Wm� OR T C8W O m� m Sam 0NN O C_W C V-' D m Q9 NOO o� nno 6cb LL� a - �ac m 3 3'-m Dam O $nm co W N U J li �i, zy m U` U c z ©l z .� Q 0 0' w ro 3: U) i N Z Lu Lu N~w O �< co cn U0 � <t J N Q jy J T- 0 U-) U Lj O N O z o co �— a- W > 00 V / D j W in SHEET NO s_1 W 0 OF__SHEET l REVIEWED FOR N s sa CODE COMPLIANCE s ST. LUCIE COUNTY r + x BOCC r`f�>jfffs4JONRLrc��w�w*ww SEPTIC SCALE: 1 /4" = 1'-0" PICTURE (A) (C) w U z � Z K LL O 0 �z a Q w 0 - Z_ lf: w ❑ 0 Q U U 0 Z w po0 N W W Z U oLu �0cr O Q U) Z w W 0 C, r p a — O� N0❑� LuLLJ LL3� U> 00 �LLa� Z 0ccoDw If cowmw LLJW J N U L OJwZ Z m co w ww�z N } C C O U W a C p N GLL maT ECL _ W C a n Z m o p (Wj t N N N m C C ONa m E O p CaC mU UU N maN m W N L � P N C 6G y � m NFL W V C a m O N N' « O > GnT Nm W o nm8 yam mm= m =mom 3�E m� �N pC O OU CaC mN WG� NON anW NmN Nc nN Nm€ amm a m�m nm� m � m3� LOW L� �'3 0 N N gyQm« 033 nm� tin o� z(�>Q 0U=>cn N6w. Q wO� cn w CE €� ��8 oc w 0 WCC�Q ZW O a ram mo o O Z w ZwzOU Z w} Q a� XX Z 2 U W ZZ co Ta m m�o LJLLJ c:0 J Ca�j fsm. I c coz Z U z ril co Z>'c� m°❑ z 0 Lli Q� lam o� -0 M ow P�M N :2i o 0 r� U CE J LL- 00 m 0 </�� z mo l�J Q Y C Z �d0o CC S 0 u ()O d 0 O V) �N W ++W w Q w� 4in v1— ° �`t CD d J d � cz � j� 0 Ln Co z w 0 CD /^� LL W ❑ U) > ❑ J comD E - 1 CF SHEET`. 3 3 \'o REVIEWED FOR . rE CODE COMPLIANCE f ST. LUCIE COUNTYf''�%,sraNL�c�.` RQCC 23'-5" 1'-4 20'-9" Cc I a AREA BREAKDOWN LIVING AREA = GARAGE AREA = 1,776 SQ. FT. - 286 SQ• FT. TOTAL Z032 SQ. FT. ENTRY AREA = COVERED PATIO = 82 SO. FT. 171 SQ. FT. TOTAL AREA = 2.316 SQ. FT. VENTILATION OF ATTIC SPACE PON 2017 RC 2MIL12 RAID OF MET FREE VENTILATION TO CGLM - 1/I50 AMC SPACE To BE YMUTED Z316 SEE FT. NET ILEA OF SCREEN VENTILATION REQUIRED 2316 sr' . 15.4 SO. FT. 15D 4g AND SPACING OF SCREEN VEERS %ICY (1.06 S,F.) 0 9-0 D.C. WE NUMBER OF RELVED SMB WAITS 15.4 / 1.05 - 15 SUM VBNIS UIEAR FT OF EAVE (SOFFIT) AVAILABLE 205'-0" In. RE NUMBER OF S(REON VENTS PROVIDED 20V / If = 26 SCREEN VENTS SEE 'IYP. WAIL SECTION' CI SUE 90. FOR 4dUN VENT LOCATION GENERAL NOTES 1. ALL OPENINGS SHALL BE PROTECTED NTH APPROVED HURRICANE SHUTTERS MTH THE EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DOORS WHICH SHALL. BE DESIGNED TO WITHSTAND HURRICANE IMPACT LOAD (APPLICABLE ONLY IF IMPACT GLASS IS NOT BEING; USED) 2 E MOR DOORS 0 FRAMES TO HAVE WEATHER SHIPPING 3. UNLESS OTHERWISE NOTED. ALL STRUCTURAL LUMBER SHALL BE l2 YELLOW PINE, OR SP.F. 4. WNDDE INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE NTH RESPECT TO MINNUM EMERGENCY EGRESS REQUIREMENTS- SEE SPECIFICATTN REGARDING MEAN OF EGRESS 5. ALL ATTIC OPENINGS SHALL BE FRAMED NTH P X f WOOD FRANK HE PROVIDE OUTLET AND SIWTC HFD LIGHT AT ALL ATDC ACCESS 7. ALL WHOM DOOR SHALL BE HOLM CORE & ALL SIOVO ENCLOSURE GLASS m BE SUETY GRAM 9. ALL WINDOW FRAMES TO BE SET IN CAULK BEDS 10. EREIBOR DOORS It FRAMES TO HAVE YEA11H STRPPHr 11. ALL LIEN CLOSET SHALL HAVE 5 SELVES 12 ALL INTERIOR NON BEARING WALL SHALL BE METAL STUDS NTH GALE 4 INSTALLATION PROCEDURE AS SPECIFIED BY MANUCFACTUER 13. DUTEICt SOFFITS R Cf. Suu 1 BE GLAD WITH STUCCO OVER EXP. METAL um APPLIED PER FBC 2017 CRAMER 25. SEC'IBII 25118. 14 GENERAL CONTRACTOR SNAIL VERIFY ALL MASONRY OPENINGS NN MAMIFACR VEER S LITERATURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION OF EGESi WINDOWS STALL NOT REQUIRE THE USE OF A KEY, TOGA. SPEDAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING STALL BE NOT LESS IRAN 2U" IN WIDTH 24' IN HEIGHT, &7 S0 rT. THE BOTTOM OF THE OPENING STALL NOT BE MORE THAN 44' OFF THE FINISHED FLOOR ANI, NO PART OF THE OPERATING MECHANISM STALL BE PLACED HIGHER THAN W ABOVE FlNBH0 BOOR. ::;":yt`P.T. 1X2 FURRING STRIPS AI i :i.`•:? ii`:`: ;; .:dii:•:e 24' O/C W/ FOIL BACKFIk%::::::::::'•f; iici:':tiv ..... R-4.2 INSULATION:;;; ttt;;;;;;;s;;;;;;;:...:::: MIN.' `' CEMENTuoUS TILE z ::........:::BACKER BOARD TO A UM OF 72' A.F.F. N IMPQtVIOU FINISH AT n WALLS AND FLOOR(SUCH :'ta:AS CEFRAft IC TILES). MIN.::T; COSTING FOUNDATION BATHROOM WALL DETAIL SCALE: NTS IP BRICK GYM OWBONN FACH METAL HERE nnc& PER �TT�` I III I I I 1 V t I I I I -MN. STUDS PER ""� w"°" QR-ODT FOR HWMCA GOUTS BOTM MMMIt TRACK AITACFFD fkiGiD POF � m COXOETE BASEPFR ---�FASIEUt OF u1EAA U SCENAE PER M 2010 TRACK /YAM 11URM ANCHORAGE AT JAMB MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDERLAYMENT PER F.B.C. 2017 VERIFY SLOPE PRIOR ZONES FOR ROOF COVERINGS VAIN SLOPES OVER 2:12 ROOFING TO TRUSS CXNSTRUCTON CONTRACTOR S14ALL PRONDE MANUFACTURER'S SPECIFICATIONS FOR 12 INSTALLATION. PERFORMANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS W SECTION 1518 FOR HIGH VELOCITY HURRICANE DIM. SINGLES OVER 15# FELT ON 15/32" CDX OR 7/16" OSB (MIN. RATED 16#24)(IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENED 2XLA 4 CONTINUOUS HURRICANE ANCHORS 5HEATHIN m'o'o.cD SEE DETAIL ON PAG A9 R-m IxsuuTaN TOP OF BC ND BEAM /CETUNG SEE PLANS ""'.<.."• `GYPSUM WALl80MD DIRECTLY GALV MTL DRIP STRIP NDEEDBLQCKING AATI ENDSOF ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH K1. 1W NAILER OVER WIRE LATH ATTA DIRECTLY TO BOTTON OF TRUSSES W/3' CONT. SCREEN VENT 8' REINFORCED C.M.U. W/ 1 ' GYPSUM WALLBOARD ON LADDER TYPE HORIZONTAL ,Ji 1X2 FURRING STRIPS AT JOINT REINFORCEMENT ® 24 C W FOIL BACKED 0 / 16" O/C EXTEND 6" MIN. INTO R-4.2 INSULATION ME COLUMNS 5/8- STUCCO t1MSH. (1) LAYER OF SCRATCH GOAT (1) LAYER OF MEDIUM TEXTURE SKIP TROWL TEXTURE. 6 WOOD BASE SOLID GROUTED CELL W/(1) #5 RE -BAR HORIZONTAL & s 4' THICK CONCRETE SLAB W/ 6X6 WITH MIN. 30' OVERLAP 1.4x1.4 WWM ON .006 MIL VAPOR g m BARRIER ON CLEAN, 95% COMPACTED, TERMINTE TREATED FILL ELEV.O'-O" DOUBLED MESH 60' AT PERIMETER). AIDE i �:P1ANFORSIZEk *CirR N- FORCEIA@k?4*#ONCRETE FOOTER. WALL SECTION SCALE: NTS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Permit# Building Address: Contractor Onenino schedule: Swino Doors. Overhead Doord. SHdino Doors. Fixed Glass. Windows R SkWnhtc FL#or Product Model Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description SPacino & Embedment Pressure Pressure EuCu TOY�DC/6p5X�CMN. 1 ' END Noa 17-1212.21 Window 7700 Series Lawson IMPACT 174 fLCO i0�P,01361WL 1 W OR a AOY CIIEIlS ST119 91/4' & aG FRAME ME - NONE +55 -65 +67 -67 1/4" X1" Min. embed tapcon FL 5684 Garage Door Windcode Coplay Impact 8" O.0 w/ 1" whashers +56 -55 +64 .60 FL 2346-R7 Uhderlavment Warrior Warrior N/A N/A +55-55 n/a FRAME HEAD -114" ELCO TOPCONS MIN. 114" EMBED INTO CONE 6" FROM CORNERS FL 5891 Door Fiber Classic Lawson Impact MIRAM JAMBS1 PCONS INTO 6" FROM CORNERS 6 SPACE MAX 1 T' OA. +55 -55 +67.67 NOA 17-1212.08 SLAG. GLASS DOOR 900 Series Lawson Impact 1 4 TAPCW 1 REBUIDFX 1-3 IWL RNATRA1101 MO in 1 BY 1100E BUCC 4A90NY CR COIL N/A +50 -50 PSF 1/4 MAX SN, V12SAS. X11/4'L E 1Y ac MALL +73 - 73 +73 - 73 Product Model# Manufacturer Attachment Method Building Design Product Design Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure Mullions Noa 1 B-0529.03 Lawson 6' TA°COX W 1 IN MMWOID PM=19L IN. EDE CDNNE 2 E- fQ1akRE OR HRM BIM Roof FL 10124 Gaf IOUWUNNo I�fNMGDFSNOOpgIATO & �RNNOAV O )tFM� m XN$11 N OE IgEMHItNORi�H PL�YWCE OH 7/4' Wm TIE BUTT E09Eli1PPR01L /'EN 17 hW EADW FM AM 1 WE EACH CUF OUT Siding Soffit Stucco Hurricane Panels Less Gauge of Steel than If Span Hurricane rants w Gauge or Steel snan or more I have reviewed the above components or cladding and l have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions Please customize the size of this form for our y specific structure. It is not intended that. you fit Name: WaVneGandv the product approval information into the provided Signature: spaces. This form is provided as a template. Certification Number: 33134 Date: revised 0711 212018 tv LLI 0 z d Z LE O O 1= 0- C) LU ~ Z W 0 0 Z 0 d U Z CE 0 JoC7 jNFW- mUd oz 0 W Fr 0 O Z TWO C) a-r0 O W n LLl z W L W C)}z W LWLD 0 Cd (f)Wm L~LJ J C\I W W J d Z OD WCQ 0 CO Z W W ZU� CT) W W e Q Cl) Q LL Z - 0 V W U o w a CD F- 0 OF1 W O LL m O U F Z W W U 0 Z W U d 0 C-1) co LU W }.-Z W Ir W Q w¢(0p Zw 0 OWrw -7 CO Z UL 0 0 W � d Z j U W0 zd W ��� afrIr OZ zrKy)- Op'>llp w>O2 M IREVIEWED FOR Dr COMPLIANCE COUNTY •', mom 0Er CC ro° �� 8 c omm °gym ,M .on no 0� Enoqm D&it T,8 `mr� tp _ N� m m m U 3N C ho p ❑ m N '- - m ¢m m O C:)w Exz pp O N � J m LL OQ Z m o © <L- C.� ❑ U vKc V) z d oo(� O o0 LIJ �N z Lu L_Uj V) UL U d Cr) (w Hz o �o QJ N �a ll OJ L0 W r O N' z 0 ^1 U) FD n Q J FD m 10 m U) OD A,,,,2 OF SHEET" FFRONT ELEVAT ON SGAI F- 1 /4" = 1 —0" LEF m -SHINGLE ROOF 12 TOP OF T. BM. FlN.Fl.ra 0 - W U z Q 0 O p � W 0 2: Z o W p O Q 0 0 0 Z RE p�0 O WED W <oo°o W OQcoZ WOo r p a-- oOwm o�zz w L- O 0 W W p CE Z OcQi»� cn W m m R- w W J N W }piup z_m_�Q W W p 0 wwZz Z C) Q 0<TLo L.cri0o� wCc0 OZZW Z W Z 0 moX V w m Jm EE O Z = F C�w0w w2C� U z W Q 000 AN P 7 r > M u- Z w 0 � o w (U a o H o LL LLI w Q Z_^ui o LL co w >- p Q cD z ~ !J0M J `J W14 zrn w Q O�w wp vi z 0 a� > 0 O U ¢ N O W © z� mC� U o O �a cn U)� Q z o O ccn W O —o V) �N z � + LLJ UF--- (n Q o Q (n Q Q) V) W uv =� o c)o L_ QJ Cz N I O O Ln O I r7 LLJ O N O z 1 Ln -A-- W w o LU 0 > 0 In > In > co z SHEET NO W A .3 0 OF SHEET REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC TOP OF T. BM. 9'-4' -.0RN.FLELEV. 0'-0' REAR SIDE ELEVATION SCAT F 1 /d' = 1'— RIGHT SIDE ELEVATION SCALE: 1 4 1-0 FINFLFLEV. 0 -0 W 0 z Q z If O O F a p W _z W 0 O Q O O 0 Z pC 0 ONWW < 00 W c� oQcoz LLpa� 0 LLJ M Lu xU�C�C30 lIi LLFI Z Oc4n�CE C4 W m CC L~LIJNU zmcoLLJ Q OcUC)U WWZz Z /1 GC V (n ® C 00 (s Q _ (n Lli F Q �yCya P m W.>Wu W I�ID wm(op zw 0Lu tma O z z LLJw W Za � >- m°m mm£ z CCJ�0 aa W F-(� �?J �0LU = sn c0 J c4 z 0 am $ z o z co (y)LLJ m m o N z 0 00 00 U W ¢ N O _i U L.L- y p O �Q � �-j Q Z p0(j w 0 -6O 3 _ V) �N Z w J w F- C7 v) a ° a ° N a a; to w v0 QJ N (D O li i , 0 L J .110 w O N O z �- LO X� o w 0 > 0 D m i) co SHEET NO w A-4 a OF --SHEET G,4/ fig Ur; N 'p REVIEWED FOR CODE COMPLIANCE sT a ;g ST. LUCIE COUNTY �'. ' `.*�� '-4- I 5-2" S-1' 7'-7" I #5 RE -BAR AS INDICATED ON - FOUNDATION PLAN. 23t5° 4" THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE 20,-9. ON .006 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE 4"THICK 3000 PSI CONCRETE SLAB ° v' •. e, . W/FIBER WELL COMPACTED CLEAN TERMITE TREATED FILL \ T rr-I llT� — a' ' ' d did 6'-4!'1 T 1 1 -6' 21'-5" .006 MIL VAPO — I • BARRIER 1 MI iml-_ ImI 11 ImI I"--- A -- 0 _. Iml 0 o CV N 0 18° LONG #5 DOWEL BARS 24' O.C. TYP. WITH MIN. 6" EMBED & BACKFILL WITH EPDXY h / \ EXISTING SLABim I N iV i-� I M I [V .i 0 M TO] Ill 2'-9° 5'-0" 2'-11' 3' 18' LONG /5 DOWEL BARS .11 0 24" O.C. TYP. WITH MIN. 6' EMBED & BACKFILL WITH EPDXY . oo t m .- 6'-4° 6'-4" 5'-3" 3'-1" 10'-8" 3'-1" 4'-7" 8° B" a FOUNDATION PLAN SCALE: 1/4' = 1'-O' R703.6.1 LATH. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 2 INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCH LONG (222 MM), 16 GAGE STAPLES SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. R703.6.2 LATH. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPIETY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CENENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). i 8" MAS. WALL SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. GRADE io 3 #5 CONTINOU I _ - I I' r�"`�--95% CLEAN COMPACTED FILL TERMITE TREATED F1 AS PER CODE SECTION 1/A5 - PERIMETER FOOTING - SCALE: 3/4' = 1'-O' TYPICAL AT ALL PERIMETER WALL (U.O.N.) 4" CONC. SLAB ON GRADE 1 #5 CONT. NTH FIBER MESH � r 0: �. �'..... .�P �111=1LI—III—���I I I—� TE— 1,_0„ T -III -IF -Il�lr SECTION 2/A5 -4" STEP AT GARAGE SCALE: 3/4" = 1'-O' 8" C.M.U. #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN TOOTER & 2'-1" MIN. LAP BOND BEAM ABOVE 4"CONC. SLAB W/ FIBERMESH OVER 5M VISQ. 8"MIN, FIN. GRADE 8' VARIES qa / a . \/� CLEAN, COMP., W/ 12" �\\ aQ, < a • a �� TERMITIC DE WOOD �C TEEATMENT AT FRAMING 20%16" CONC. 1'-4" FOOTER W/ 2—g50 ROD CONT. (MIN. 25" LAP) W/ 3" MIN. eGARAGE CURB DETAIL COVERAGE V_ E : 3/P-I'-0' B BOND BEAM CHANGE OF HEIGHT t5 n"ass VARIES PER ELEV. + 0'1 FIN. FLR #4" TRANSFER BARS B" MASONRY WALL 5'-0' LONG W/STANDARD ACI HOOK SPACED 0 48' O.C. WHERE INDICATED 4" THICK (2500 PSI)g (1) #5 RE -BAR CONCRETE SLAB W/ ` SEE FND. PLAN (1) #5 RE -BAR FIBER MESH GRADE E ..'. . .. •.> I —III ,m (1) #5 RE-BAf� I --T�� . ' ► : • —I I N c N CONT. - = ° . N ° r' °.� i .. • ° : " lll =I I m a ilo, Fi STEEL MUST BE III— �= 0 CONTINUOUS �T—_ — _ Z ° ° I- " III r r_ = I I rrr TTT r Q „I 111- - 111 „ 6 MIL. VISQ. FILM ON CLEAN 8 _0z 0 0 r-mt FILL- SOIL COMPACTED (1) #5 0 24" O.C. ONLY a m TO 95%- TERMITE TREATMENT p UNDER DEPRESSION AS PER CODE. _ 1 W 2 SEE FOOTING SCHEDULE Lo 3 SLAB DEPRESSION AT SHOWER(S) °' 0 a a o�76 A� SCALE: 3/4" = 1'-0" o z u- Z E5 Lu ❑ m oa0 a L) _jOw 0 lL 3 E I- w a mOQ0 c ozOOLLJ w OZ�C7 0 z to m� J Q co — oc wWocl Fo PROVIDE TERMITE SPRAY T TREATMENT BEFORE CONC. POUR o 0 m �a� CONC. SLAB ON GRAD cn LU p r m N (FLUSH W/ EXISTING) 18" LONG #5 DOWEL BARS o z z NaN �mL ® 24" O.C. TYP. WITH MIN. LLI - ' m� a CONCRETEEXISTING SLAB 6" EMBED &BACKFILL WITH EPDXY Xr z 0 LLILL -pE- CC Q J Z°N °. 0 co D w 4 Ir mmc co w m m zoo I — — — _ I —iTf— =ITT �M.- III o o TTT n7 _ ll , CONC. SLAB CONNECTION DETAIL a= B A5 SCALE NOT TO SCALE W W Z Z z/� C) V 0 Q = cA U) w r -° waw w d >- sTm cj0om W U 858 wlrcop zw O w r w za � 0 Mao 0 w Zb€ oz Cc J u a I-- co �w`r z 3mm Z=cnF cnZ(y)0 «m 0 Z w z W O 00�a p FOOTING SCHEDULE TYPE SIZE REINFORCING LfNTgRWISE TRANSVERSE BAR NO. WE LENG mpAcE TRANSFER BAR REMARKS WITDH LENGTH DEPTH NO. SIZE ILMM ISPACE NO. SIZE LENGTH SPACE F1 19' CONT• 18' 3 #5 (1) CONT. ON TOP (2) CONT. ON BUT 1 #4 #48' 1 /4 60° 48' MONOUTHIC 8' CONT. 8' 1 i% CONT. ON BOT. THICK EDGE 12' COAT. 8' 1 j5 CONT ON BOT. THICK EDGE O 24' 2e 12' 3 115 EA WAY FND. PAD [� F3 36" 36" 12" 4 113 EA. WAY FND. PAD F4 42' 42' 12' 5 b EA WAY FND. PAD F5 36' 6'1 12' 4 #5 TANG WAY M15OB° O.0 SHORT WAY FND. PAD �- COLUMN SCHEDULE TYPE SIZE REINFORCING REMARKS WIDTH DEPTH VERTICAL HORIZONTAL 0 C1 8' 8" 1 / 5 NONE CELL LAP TpMIN 18 BAR DIA. INTO C2 8' 16, 2 j1 7 NONE CELL L MIN 18 BAR DIA. IN • F I FOOTING AND TIE BEAM. ©® C3 O 16' 16' 4 5 NONE SOLID GROUTED MASONRY CELL LAP MIN 18 BAR DIA. INTO ., FOOTING AND TIE BEAM. °07 BLOCK. RENE 0 ca 8' 12' 2 # 6 NONE LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. C5 2115 NONE T994 RINKE B CK (4RTANGLE�w 2-#5 VCtONG O CB T.S. 3vx3vm. FILLED STEEL COLUMN COLUMN PROVIDE 8 X 8 ALL CELLS W/#5 0 MAX 5'-0" D.C. rmQ 00U L'r) J O _J CD O O CE o _L _L d O CTQ u _J (1) [If Q Z Zi dO �' O L�J _ o n = (n L_ N Z O F Lu -a-' L LJ ¢ Q (n (n LJ + d 0d < N _J CZ iO � 0 Lin c� I w0 N O z �a- w O' 7 ', o ❑ In 7) In REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY �y BOCC' A/C PLAN SCALE: 1/4" = 1'-O" AIR CONDITIONING SPECIFICATION GENERAL 4 ORMNOS AM GAORWAX DO NOT SCALE DRAWNR FOR I E WXT LOCATION OF EWMW,, PIPING DUCOOR, ETU 0 THEM DRAWINGS DO NOT 90 EVERY MINOR DETAI, TWIT X CONTRA= SIMI. FURNISH AND INSTALL Al ITEMS REWIRED FOR A COMPETE ICCEPTA9E WAVING INSTNUTION. * ALL WIN S HA L BE PERFIANEED BY A USCENSEO CONTRACTOR N A FIRST MASS, NAINANXE WANNER THE COMPLETED SYSAM SHALL BE FILLY OPERATBE AND ACCEPTANCE BY ENOEEN/NIHRECT WISE BE A COMM OF TIE SUB -CONTRACT. 4 CNTRACKIR 94UL VISIT 1HE JIM 9E AND THOROUGHLY FMIUAASIEE IW®F WITH ALL DUSTING ALL RdN 9WL BE COGRI NAIED WN OTHER TRADES 10 AMID NIEAFFRDICE WTH THE PRDCE4 OF CQISIRCIION. 'ALL REQUIRED INSURANCE MULL BE PROVIDED BY INS CONTRACTOR FOR PROTECION AGAINST PUBLIC UABDY AND PROPERTY DAMAGE FOR THE BNWA1gN OF THE YANK + ALL WORKMANSHIP AND MATERIALS SAIL BE N SW ACCORDANCE WIN APPLICABLE NATIONAL STATE AND LOCAL COU UK AID OMJKES " AIL MAIDW SAIL BE NEW AND MULL GEAR UN ERNIERS LABEL WHERE APPUCABIE 4 THE MEDUNICA CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT MULL GUARANTEE ALL WOIOINSHP AND MATFRALS FOR ONE YEAR FROM THE DATE OF ANAL WON ACCEPTANCE EQUIPMENT SHALL BE U.I. APPROVED. 0 ARGNECIUNL AND/OR WINBE RING DFIENSS NAT ARE INURED GE TO FUSION N Sa511MIG5 REGEM BY THE COMIRACIOR STHAIl GE PAD FAR BY THE CG IRACRK INSTALLOON R THE MECHALN'AL OONOACIOR 91N1 PROVIDE WAG EQUIPMENT AS SCHEMED WIN THE CAPAOTES SHOWN N THE PL VL 'SUBMIT 90 DRAW KS ON ALL EUIPIERT AND OBTAIN APPROVAL PRIOR TO WAU."O. TIE MECHANICAL CONTRACTOR 9DM1 PROVIDE MOTOR STARTERS, BUYS, CONTACTORS, MBE DUCT OETEMM M TIE HBFCIRCAL C"ACTCR 9WL PROVIDE ALL 9MTUE5 AND INSTALL ALL CONTROL WRN. ' A/C UNT SUPPLY AND RETURN AN DUCKS SAIL BE R-0 JOHNS MANYM MAT -FA® MICRO -ARE FIBERGLASS OIIM INIM TYPE 800 (LL APPROVED) . NSTAIIED PER WMFXRNR5 INSIRIICIIGS. ' ALL DUCIMAN SH OU. CONFORM TO SM.AUNA STANDARD& ALL DUCIPON 9ffS ARE NET NSDE DIMENSIONS ALL A/C SPRY DUCT ELBOWS MOST BE RMED WIN APPROVED TURNING VANES. ' BRANCH TNDDOFS MM BE PROVIDED WTH ARWID. ADUSTAGE ACCESSIBLE AN SPUTTER DAMPERS ' MR DUCT MONS SHALL HAVE AN NEE RAOUS NOT LESS 1HAN 1.5 TINS THE WIN OF 1HE DUCT. 0 CIP HEW ODDS TO COLLARS MA)MM IENGIH SMALL BE 10 FEET. ALL DDIAM AND OUTSIDE AIR OICRIDIN SNAIL BE GILVAWAm SIM METAL ANY WCWNW ABOVE THE ROOF TO BE MEET METAL EARERPRBEN AND PANIFA NSAAIIN TO BE f THICf, ROD ON NBRN AND INSAINED IN AN APPROVED MANNER. a� SMOKE DUCT OF DETBCICRS AIR HAIR IN THE SUPPLY DUCT OF ALL A/C UNITS IN010 ODCK M (MTETONTH I AN OS RUWTMN ACCESSORIES MAUL BE PER SCHEDUE ON RAINS RFIGIMNT PIPING TO HE TYPE Y COPPER NTH SNEER FRIROS NSMATE ALL REFRIGERANT S CHON LINES WBN BUILDING SPACES WIN I/Y ARMAFO OR APPROVED EQUAL UNLESS ONERWS IMBED. ' CONNECT CONOASAIE ORAN PIPING FROM LINT THROUGH A 1RAP TO CONDENSATE DRAW PUR®N CONTRACTOR MAY IWA L DRAM WHIN 8 FEET OF TNT F CONTRACTED ID DO SO, SET AIR CONDITIONING HANDLER AND CODDSATE UNIS ON APPROVED BASS W1H VIBRATION ISOLATORS ALL OUTDOOR AIR NTAIES SHALL BE SCIETED WITH A OURROAON-R3bTANT MATERIAL NOT LARGER THAN I/Y MESL 0 MOUNT 1HBDOSG75 5'-8' ADM FLOOR, UNLESS NOIFD OTHERWISE ' 11ETNOSTATS FOR A/C UNIT SHALL BE FFAT/OFF/ODOL AND FAN/WMO/N STLTHED AND MULL BE APPROVED BY EQUIPMENT MANUFACTURER. 0 FURNISH AND INSTALL ALL I MPFRATURE OONNGS INIFR THIS CONOACT, NOUONG HUMIDITY CONTROLS WHEN APPNNLE s FIRE DANRRS SHALL TE Maws N ALL ACTS PENETRAING FIRE NIED NOS AND mNGS AND NBC REQUIRED BY COPES PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOU IRGR WARRANTIES t CORRECTION OF ANY DEFECTS STHAIL BE COMPLETED WIIIO T ADD11ONAL OHM AND SHWL NOODE REPLACEMENTS N REPAIR GE ANY ORER PHASE OF THE IMA LA11N WICH MAY HAIR: BEEN DAMAGED THEREBY, CGORACTOR SAIL ADJUST, TEST AND BAMNC ALL SMM BA LM= AN FLOWS NO 10 POTENT A THE DESIGN VALUES 9BD COPY OF MENU 10 EMGNEE R/MUHFIECT.. NIE AMOIOWIC OF CONDENSER INf a BE CINCEIE BASE MAY IRE M11E0 BY OHIGLY WlIlO1S IV im WOR UK---/ W BY amPVC L/s LINES NN9ADm A91 nUUK w/I/E' in C.U. MOUNTING DETAIL MTS SCOPE OF WORK INSTALL COMPLETE NEW AIR CONDITIONING UNITS INSTALL NEW AIR DUCTS INSTALL NEW RETURNS PROVIDE NEW CONC, PAD FOR EXTERIOR UNIT SEE ATTACHED ENERGY AND HEAT LOAD CALCS. NOTES TO A/C CONTRACTOR: x GU.'S AREA TO BE LOCATED ON k' THICK PADS ABOVE THE AREA FLOOD PLANE (FMC 3D1.14). OOaRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH CITY OFFICIALS x ALL AMPS AREA TO HAVE AUXILIARY DRAM PANS WITH A MINIMUM DEPTH OF 1-1/P', AND CONSTRUCTED OF A CORROSION RESISTANT MATERIAL APPROVED BY THE ENGINEER. A WATER LEVEL DETECTOR OR FLOAT SNITCH DEVICES SHALL BE LOCATED IN AUX DRAN PAN AND USED TO CONTROL OVEAFUYW BY AUTOMATIC SHUTDOWN OF THE UNIT. x ALL ANU'S SHALL HAVE A MINIMUM OF 4' CLEAR SPACE AROUND EACH UNIT. x ALL R/A GRILLES TO BE LOCATED A MINIMUM OF 3'-0' FROM SMOKE DETECTORS. x ALL AMPS LOCATED N ATTIC SPACE SHALL BE PROVIDED ACCESS NTH AN OPENNG AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW THE REMDVAL OF THE AHU WTHN 5'-e OF THE UNIT (FMC 308.3)L x EXHAUST DUCTS SHALL BE A MN. OF 4Y AND N GAGE SEER METAL PPE x DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR SURFACE AND MUST NOT BUM THE MAXIMUM ALLOWABLE LENGTH PER CODE x TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCRON. AIR HANDLING UNIT DETAIL N.T.S. — GDOSE NECK CONDFNSTATE PIPE CONDENSATE DISCHARGE DETAIL N.T.S VENTILATION PER F.B.C. 403.3 VENTILATION PER TABLE 403.3 OCCUPANCY: RESIDENCE / OF PEOPLE: 10 CFM/PERSON: 15 O/A REQUIRED: 10 x 15 = 150 CF,a AIR C NDITIONING LEGEND +� SUPP Y LINE MIXING BOX SUPLIED BY G.C. SEE PLAN ON THIS SHT, FOR NECK SIZE 'LOCATION AND AIR FLOW CEILING SEE PLAN RETURN AIR GRILL ON THIS SHT FOR NECK SUPLIED BY G.C. SIZE AND LOCATION CEILING DIFUSER AT DRYWALL CLG. SUPLIED BY G.C. SEE PLAN ON THIS SHT FOR NECK SIZE AD LOCATION SUPLIED BY G.C. ® EXH UST FAN FRESH AIR SUPLY DUCT SUPLIED BY G.C. FOR SIZE. W U z Q z Ir 0 0 N Lu p I- z_ (4 w p U Q U �) Z cc 0,0 ON W co Q Z L) Lu o FT 0 CC 0 OJ Q U) Z ww00 T\pa— 0 O U Q } Lu FL ZLu LU Ir LL z OCn�If (nwmw WJ(VU p �}uJp U J w Q Z m (n w wcf)pU WWzz z0d 3 Q = fa CO. 0ow w W (0 p w W Uzw0U W X W r /y z :D LL LL Lu 0 W cf) o LIJ w��� lJ / W U O V Q W QM Z u^ W 0 W v a CD On YD O LL U) LLI W Q' Lu O Zw 0 o a co LL Q 0 z Z Q Lu J W ccnzr� o Z}m �5 0 `C W W Ufa p k� �Nv O'N m N Y £ E� a$� m N £ N N 9co >a OND mac $�a U U m,a N m � N m � L i'N m � o q m m E c,w mad N N' L Q c a °m`m a nm$ ��n ro3 3NE Am' CAI m� mc� m v` n� aNC m m a,0 NQm mmL ama L mmm m3 cam° m0N ONE m5=_ Lom �.3 0 N Lm� m� 0 0 nm,f! SEa a 0 tom o cm "� ro L � mN'n Q L o'T mom m0£ Ta y�y m�C m 3pOi o- am h z ' 0 co '¢' Op 00 U 04 ri 0 m Lf < �X in CO CE _ � Oo o ' ( z no V) O oro LL.I 3: = C 4 Z u 4 Lu Q +� LL_j 2 ! U) (n LL' QJ N �Q C4 =Z I 0 O Ln C) Lu O CN O z .— Lo 0 >' W o 0 m m U) A-6 DFSHEET REVIEWED FOR = 33 34 CODE COMPLIANCE _ * IS E ST. LUCIE COUNTY ,� ., BOCK rf�tA/A�OIYAII)III' ; s F I J � , N I = O 0 I oNm m�T EOd m O p r rymL TO SANITARY 0 MAIN �• U m z m LAUNDRY O O c L o� pjSflM� �5�11 F d N E m 3 ol KITCHENS50 = p CD z eta m N W a) O > M �2 w p Q J o a Q Z U. n a `o { ; °d I I •f -_. — _ 0 __—__ f• 0 .f A• �'CID C) TnIIIIIIIIII y Z d' Cr 0 W m n -------------------------------------------1 --- jl� -------, 3----------------------------------- 0 o (Dco CD F­ w CL I ! I 3' mOLU Qp m 0 LLI 00 -2 Q 3 j 3' Ilan pZwU I ; ; , o mpCc(D OJQco— N=sN ! ! I L'-w0 co � E 3' NQwm r)a� ! I I o LLz1. a E Lu 5000C! F z O F5'e LLT wc wi_jz �o rn ; J m u ! ! UJ PLUMBING RISER DIAGRAM N.T.S. ° w ;cr r o i ; w cj = o IAV 3. 3. I i \ ��pwp cL SOTfwe I 73' ----------9--11117- --7—7—�----------------- M. FWf cJo) s --------------------------------------1 — J w Z m 0 2 e zm0-w 6; 2 \. > w w z_ z oLa z (� > � Cc 0 0 — � we " w R m w ON.ID I 3' 0 (LAV w w 6 p1 z w VO N `m ��—� I \_ / OZzw za � m • _ O o- J.H I ! s� ------ -- -- * z ED LU O O w Q O T ! 3" - 3' we 2" PROVIDE TERM TE SPRAY z 2 o z Q w m w ° I j TREATMENT BEFORE CONC. POUR CE Z w �, I I 3" PROVIDE TERMITE SPRAY w a w O J �a \ CONC. SLAB ON GRAD w z TREATMENT BEFORE CONC. POUR CONC. SLAB ON GRADE " w ~ c /I� « m _ co F— � Z co V EXISTING (FLUSH W/ EXISTING) (FLUSH W/ EXISTING) 18 LONG 4 DOWEL BARS z U Z w >_ w w 220 ATf1ACHEDRTO EACH S DE OF OP ING EXIST] EXISTINGCONCRETE SLAB ®•24" O.C. TYP. WITH MIN. z w w Q o ma 1( CONCRETE SLAB 6 EMBED & BACKFILL WITH EPDXY W U U a p ! ! I f a-- �P �. �ll=1 h I I I =1 I! —I I III —I 1-' —_zz —� fl=f l l f -- 1 III, I I I I I� 11- I I I —III—I I hT I I —I —I 1=1 I I� I I=1 I TI 11=I I I I —I 11=1 NEW CONCRETE SLAB =III= =III TTT — - TTT I —i I I� h T ,nT� L------------------------------------------- A © ©® CONC. SLAB REPAIR DETAIL CONC. SLAB REPAIR DETAIL k. i\ \ +Fn ! U ! �` l J \ r I I VLj GENERAL NOTES - PLUMBING U O PLUMBING PLAN 1. CONTROL VALVES REQUIRED AT SCALE: 1/4' = V-0" TUBS AND SHOWERS C� 2. PLUMBING CONTRACTOR SHALL SUBMIT "AS BUILT" RISER DIAGRAM TO THE BUILDING DEPARTMENT. AS REQUIRED 3. ALL CLEANOUTS SHALL BE INSTALLED AS PER CODE. (�7 4. ANTI —SCALD VALVE REQUIRED AT SHOWERS. (120 DEGREE MAX.) W SHEET NO FIXTURE COUNT FIXTURE NO. C� W.c 3 W A 7 BIDET 0 LAV. 4 WASH MACH. 1 OF--SHEETIZ L.T. 0 KIT. SK. 2 VEGGIE SK. 0 SHOWER 1 TUB 3 TOTAL 14 REVIEWED FOR ; N CODE COMPLIANCE L* yS* ST. LUCIE COUNTY s Te`\ BiOCCSSI�NAL O o� �o U W � � J m o �� m� ®o o cz � � z 0 o cn o w �o � = �Nz_ a Q� U C� ai Q �cn w 0 UD QJ r Na N � �� I o Ln o I . r7 W O N p z Ln � � u� 0 0 m !D u1 A15 ELECTRICAL PLAN SCALE: 1/4' = 1'-00 TYPE: :SQUARED OR APPROVED EQUAL MAIN BUS. 200 AMPS SERVICE 200 AMPSPANEL SCHEDULE ) A ) NEUTRAL LUGS VOLTAGE 240 120V - 3 WIRE (SINGLE PHASE) MAINS MOUNTING: :FLUSH LOCATION ONLY SHOWN Dove on I Tn n r.i_ PVTT IPVT I PAJAPVQ r(-)Kl —I TOTAI I Pn—PPVq ��0 11 ■� f ' 0■■■M; EXTERIOR GFI 1111 Im ■■_■■ ■�■ ®■■■® ■i• ■_—mm M# 1 FROM 11 mr 1� WATER HEATER OEM) �mmffl f f ©m �MEN ■■■mwl ■■�■■ 23,464 CONNECTED LOAD LESS A/C= 34,327 WATTS 10,863 FIRST 10000 WATTS @ 100%= 10000 WATTS = NON-CONCURENT LOAD REMAINDER @ 40%= 9,730.8 WATTS TOTAL DEMAND LESS AC 19,730.8 WATTS GREATER OF AHU @65% 15,000 WATTS FEEDER: 3 #2/0 THHN & 1# 6 C.0 OR A/C @ 100 % = 34,730.8 WATTS BOND IN 2 PVC COND. TOTAL DEMAND LOAD = 34,730.8 WATTS /240V=146.74 AMPSp 200 AMPS FED FROM: SERVICE GENERAL LIGHTING CALCULATION GENERAL LIGHTING TOTAL LOAD SHALL INCLUDE: 1 - THE TOTAL A/C SQUARE FOOTAGE MULTIPLY BY 3 VOLT/AMP. 2 - MOTOR OPERATED APPLIANCE, SUCH AS PADDLE FAN AS PER N.E.C. 210-11, AND 220-3 GENERAL LIGHTING LOAD CALCULATION TOTAL A/C AREA * 3 1,776 *3 = 5,328 WATTS FAN LOAD * QUANTITY 200 * 5 = 1,000 WATTS TOTAL GN.LT. LOAD = 6,328 WATTS ELECTRICAL RISER DIAGRAM SINGLE PHASE TO F.P.L. OVERHEAD SERVICE IN 3" CONDUIT (3)#2/0 THN 200 AMP O 200A METER/MAIN B3QND 0 A 2"&l t6 C.U. PANL COMBO 200A AT GARAGE "J" BOX W/ 3/4" RACEWAY AT GARAGE #4 CU BOND TO L GRADE 8" GND. ROD & CONC. ENCASED 77 ELECTRODE w 0 z Q z Ir O 0 °- 0 �E w F z 0 Q U Z cr 0�0 � ON w W mo z doo LL 0 LL V OZ<lc:o)z � 0a-i 0 Lu 07 11) o��z LuELLI ~Z0 CELL_jz OcnLU �w cnwmw W 1 N U }wo zLauZ _m^ua,/W, VJ LwLI W Z Q r W a) > M Q LL Z �W 0 � o w U a o F- a) w co 0 LL z�>F z a= 5 Lq �o� ww(oLl w OZLL! OO o m X w Fr J � If LLJw0 z=cam C7wzw w�o2 U z Lu w zw O c' a U) wco o Q zz lco Q w �wZ co z z, c� r(y, Q 00��0 Z O O 00 0 W CE N U r,r) J m Jo OD�o oQ� ° �¢ V) J C� Q Z 0 o v, O w = 5NZ wcn --- L,_i U I— �_ (� a ° R 0 cn Q 0)n C W c) U � QJ N �z� J O Ln 0 1 .rq w o N CD Ln L O co �— n W > o ° C/7 W m co SHEET NO U W A —V 0 -SHEET REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC .i'�WllYlllliT/r.. 2 COATS O' CONCRETE BEAM STUCCO 0 R-4.5INSULATION Q o O 1/2" GYPSUM BOARD 0 ° 1" X 3' P.T. WOOD BUCK W/3/16' TAPCON X 1 1/2' CAULK MIN. EMBEDMENT 0 8" O.C. (TYP.) IP- ALUM. UNDOW SEE SCHEDULE WINDOW HEADER DETAIL N.T.S. 2 ST WINDOW SILL DETAIL SCALE.' NOT TO SCALE PROVIDE (1) #5X8" 024' OC DRILLED AND EPDXIED W/ SIMPSON #ET FROIA TIF RFA11 Tn rnnTFR UM. WINDOW E SCHEDULE 1" X 4" MARBLE SILL L WOOD BLOCK CAST IN PLACE CONIC. SILL R-4.5 WALL INSULATION 9" CONCRETE BLOCK BLOCK WALL TO tl E BLOCK WALL CONNECTION A-9 scAI : am TO SO&E REBAR PLACEMENT DETAIL SCALE : NOT TO � _ gxAvr ix. HI IX@WR mm P.T. OY i.l®IIIiI� WO"P MKX w m mw SNlMi v/ n) MM W 1/4Y Tmxoes ./ 1-1/Y mule MIDM R®f3 P!A MMRMpR {^ fRIf CRPEA "" ANM6TRN PWI 0.G 1 A STAB GIN W M PATRRI plM sfAI1D MIl0.A A PrsW1Am1 xuMs MIM um fMflY"f °/ R"/<W M611 Mlm"P A9RIHY. M OWI) RA Ma's PMMIXT TPPx"nM Ra 0.1flYM ./ iW1AIWA 15D-10. RA"MA: uwm TnPu1n MR"M6 COAlI1G RA AIMA " MI R1FAM(MMC C l"M WL YGMRMIE PFM ALMA Al.RA 9WMII mwm RMM.-- .� A"L9"1 OF S111W9 RBI WINDOW BUCK/ FLASHING @ CMU WA SCALE N.T.S FASTEN MIN, 1"x4" P.T. BUCK TO COVER ENTIRE 1 /2". DRYWALL JAMB, FASTEN TO C:B.S. W/ Yq"9 x 2j" MIN. C.M.U. WALL TAPCONS SPACED Q 4" MAX. FROM ENDS & 12" 0C. MAX. (TYP. THREE. SIDES) OPTIONAL FASTENING: 711--] ED El TAPCONS THIRD FRAME, BUCK, & INTO C:B. S. PER MANUFACTURER'S MIAMI-DADE NOA INSTALLATION DOOR FRAME FASTEN PER MANUFACTURERS RECOMMENDATIONS EXTERIOR FINISH RETURNED TO DOOR FRAME AT EXTERIOR DOOR BUCK ATTACt1MENT SCALE : N.T.S PLAN VIEW #5 RE —BAR, VW/42" LONG SPLICE WHERE NEEDED W/8" PENETRATION INTO DOWEL #5 VERTICAL IN GROUTED CELL, RETROFIT :8"x8" MAS. COL W/1 #5 WALL WHERE INDICATED AT FREE ENDS OF MAS. WALLS MAS. AND UNDER CONC. BEAN FOOTING RAGE DOOR 8" C.M.U. WALL GARAGE DOOR TRACK :RETE DRIVE WAY 4" CONIC. SLAB SLOPE 4„ 3/411 6"x24" APRON — ' •� • r (2) #5 REBAR CONT. WITH #5 TRANS BARS 36" O.C. GARAGE APRON DET SCALE : NOT TO SCALE EXTI SHE PROTECTO WRAP DETAIL TAPE 1 J FLANGED WINDOW DETAIL A-9 SCALE : NOT TO SCALE NEW CONCRETE LINTEL ELEV. 9 —2 _ A.E.E. — — — — r — �. CD 4 VERTICAL REBAR °° CONTINUOUS THRU %P.I.P. LINTEL EXISTING ° a MASONRY BLOCK WALL a rrP_ COLUMN STEEL OPENING FOR (SEE PLAN) WINDOW 1 POURED OR PRECAST FLANGED WINDOW PROTECTO WRAP VERT. REBAR DOWELS TOHAVE STANDARD 9D' ACI HOOK INTO TIE —BEAMS AND FTGS. H OK TO BE 12 TIMES REBAR DIA NOTE: (SEE FOUNDATION PLy N FOR COLUMN LOCATIONS AND REINFORCING) SAWCUT EXISTING MASONR BLOCK AND POUR —IN —PLACE (PJ.P.) R INFORCED CONCRETE LINTEL PER PLA S AND SPECIFICATIONS CONCRETEDOWEL #5 VERTICAL REBAR 6° INTO�FOOTING q. AND BOND WITH EPDXY ADHESIVE (SEE DOWEL NOTES). GROUT FILL CMU CELL W/4, OO PSI CONCRETE (SEE CONCRETE NOTES), EACH SIDE DOWEL SPLICES TO BE 48 TIMES REBAR IA — II PER FOOTING OR GRADE BEAMS PER PLA 'SEE SHEET 5-3.01 AND SECTIONS TYPICAL WINDOW or Door OPENING DETAIL IN EXISTING BLOCK WALL LESS THAN B 6-0" WIDE -DOORS SIMILAR A9 SCALE NOT TO SCALE ROOF JACK FOR UP TO 3' PIPE. LARGER SIZES AVAILABLE. 4' COPPER i� (15) 16 OZ. COPPER FLASHING J PROTEGTO WRAP MEMBRANE VIER I FLANGE ACCOUSTIC CEILING TANKLESS WATER HEATER 25 GA. STUDS 24" O.C. MAX. PARTITION WALL BUILD PER DET. ON SHT. 3-- TOP TRACK 4' - K TANKLESS WATER HEATER A-10 SCALE NOT SCALE PROVIDE 1 # PENETRATION BACKFIH ED AT EACH ENI STUCCO FINI EXISTING IN AND COLOR MIN. 4" CLEARANCE ALL AROUND \° DRYWALL FINISH ON OUTSIDE OF WALL CIMENTUOUS BOARD FROM FLOOR TO CL� ON INSIDE WALLS CMU WALL & HEADER 6„ (MAX) 3/16 CONC. SCR. W/ 1-1/4" (MIN) EMBEDMENT (TYP) O x 1x4 PT BUCK Q (OR BETTER) 00 FASTEN PER DETAIL HE 6„(MAX) FASTENING FOR DOORS UP TO 3080 DOOR FASTING DETAIL �A� CONCRETE BLOCK WALL A-9 / SCALE: NOT TO SCALE EXISTING TIE BEAM OR LINTEL i VERT. W/ 5" TOP & BOTT , MTH EPDXY FILL IN OPENING WI ; • :.: X16 CBS MAS -UNIT. iH TO MATCH i.. :•'." r. EXISTING TEXTURE MAS. WALL P•'d '41 - 4 A A EXISTING CUNC. DILL OR FOUND0ON DETAIL FOR CLOSIN SCALE : NOT TO SCALE CEILING & ROOF STRUCTURE 20 WOOD STUDS 0 24" O.C. WITH \" DRYWALL ATTACHED WITH 1_" LONG DRYWALL SCREWS TO EACH SIDE. SCREWS ARE B" D.C. AROUND THE PERIMETER AND 12' O.C. ON THE INTERMEDIATE STUDS. CLEAN FILL SOIL TREATEMENT PER OPENING 2"0" P.T. WOOD BOTTOM SOLE PLATE, NAILED 0 12° O.C. W/(P.A.F.) .145 W/[" PENETRATION INTO SLAB VAPOR BARRIER TYP. INTERIOR NON -BRG WALL A-9 SCALE: NOT TO SCALE W 0 z H 0 0 W T z (0 O Q U U Z cr 0 r -�O0 ::DNI11W C) z U 0 W C7 < -i co ILL w0C, r, C) O�:D 61 0co W U } LIJ U�C70 ol- z 0 co U) W DID 11 W J N C) z J W Q Z—Cow LL�wU w w z z U P m 7 uj 0 a a M J LL n W a C) w 0 a CD CO O U. 0 0 4) N _ ON mLp Ecn m = a R p UmN NLN _ m 0.0 O N '- m=0 p .F o C 6 p 6 T° _ ro m 12aN _ G L .0 1 0 a m z U h C7 cn <C = — ml0 t mS cn w LLI Q w>- ¢ w S' w WXW z 0 a- co z�0 0 0 z n >-zwQ 09 oa$n pOz � zm2U zZ CO m° > > If O ~nz r==. LuCc O z z}� wp W 2 o 2 >>a o� z 0 0 O 00 U o m LL_ Q co0 � � 0 ❑ U �¢ V) J Z 0 o v) W o _ 0 � 3: = cf) �N Z F J UF_ N O c Q Urv) W r'e; o i0 QJ N �Z I Q L L O Ln 0 W O CN O z .- L0 Z n 0 > w ❑ p ''.. 00 m co [n co REVIEWED FOR CODE COMPLIANCE N ST. LUCIE C�+OUNTY ��/� L U N 'o m PROVIDE 1/8" PREFABRICATED WOOD ° N m SPACING TRUSSES 24" ON CENTER m PANEL EDGES C SEE ROOF PLAN 4' x 8' COX PLYWOOD m �mt SHEATHING MIN. 19/'3 ^ $ N THICK MAX. SPAN 24" ° ONE m Q C W O C ° Z F7 m°N 54-01-00 mcc PROVIDE 2"x4" BLOCKING Z W r E O ALL PLYWOOD SEAMS, O O 48" BACK OF GABLE END. F 1 N m m NAIL SEAM w/ 10d NAILS O L `- 4"o.c. EA. SIDE OF SEAM W 0 3 o m o ~ Z m m LATERAL BRACING SEE t .o DETAIL ON THIS W ❑ LO a 2"x8" WOOD FASCIA (SEE ICAL SHEET. ❑ Z Lu WALL SECTION) NAILED W/ 2-16d O Q Q NAILS O EACH TRUSS 8d NAILS AT 6"o.c. AT PANEL O O J m EDGE AND INTERMEDIATE C7 a LL 1 16" SPACE AT PANEL ENDS Z CC / SUPPORT 4"a.c. O GABLE ENDS lL FIRST 48" BACK pJ o 00 a Lu 3 N E PLYWOOD NAILING DETAIL m C o IL 10 W SCALE: N.T.S. 0 Z 0 0 n m LLJ a) O W ❑ CC (� t° p ° 0 Z :) Z LL 11 _ m LL W p ❑ wp� O W ca any v 7 = ==b= 6To 2 x 4 BLOCKING AT PANEL C) CE Z Z ° �, E EDGES AS REQ'D (2) 16d COM. w LL D s Yw /1 S ffm 1ELIN1' LLI m r a PRE \M SEE aoss IYEAaxG �� NAILS EA END O } 0 p m m FASInfD US 10 TRUSSES 'N/I-16d X F Z p c XA "AB FA01 Do APPROVED ENG'D WOOD L l LUSEE PRE- — G AS REMIRD TRUSS PRORLE FOR t�� TRUSSES - SEE TYP. WALL w Q �_ w a N / SECTIONS FOR ACTUAL HEEL O X AND OVERHANG CONDITION � w °� w '�a �r2 W J N � N3o PROVIDE MOISTURE > � ❑m.3 BARRIER (TYPICAL) w z m g rx LAIM WOOD BRACING— LL t o 3 NNID TO BUTIGY CHORD YNWUY Z m U) W n m ELEVATION VIEW s-T SPACING No AS REQUIRED BY TRUSS HURRICANE STRAP to m. r ITYPICAL X-BRACING N MAMWER PROHLEFURTRUSS HETA20 w W z> z ET MM 4(0 Zz>� `mOo (� Q = (o co W r E W �Om W?-� W W — a � °i �wAc w 4'a mae s�winNswuvwwav F w CEO 0 ZW O N$d a xlonoR Z r W p` (Z � o0 w Z 6 CONC. TIE BEAM O OJ 0 0 W m� m O F LL OZ cn a$� Z�Ow zQ w Lrs CC J p JOCD �m W d DLLI� Z mma, ws NAAANAuwwdww+T Z O Z W Z TwR C7 w p LLw O Q W Co m 6 BLOCKING DETAIL LLI o��o ARE ■ • z ° 4 m1r iawl 1 NTS we RAeu VALLEY FRAMING DETAIL »� 11 NOTE: ALL Rwm DY Rww AGE V sYP. a jr ac NIL RN1EI6 70 RDW M W RATE R/ 3ded was V/ SO= W AND W MUM 7E U M RIFUR HALED 1/ d 71E � 6 RAFM IZ U W CD U 0 /O �L//�/\f V / U / W SHEET NO U A40 FRAMING PLAN4 OF__SHEET SCALE: 1/4" = 1'-0" 1t11 T L I I I I ut11t1l, N 3 34 REVIEWED FOR CODE CO s �� COMPLIANCE ST" LUCIE COUNTY BOCC rrtn 1111"0 `` � 4 ,y 0 o 13-00-00 23-OS-00 17-06-00 .Qi n uai n � � � n n uai m � 1P CJ1A C71A 0o o V C73A C75A 0 4 0 O CJ3A Z-PIY CJSA Q DH7 Uplift: T,D44 C71 o 0 O 0 CJl N VT3 N C73 CJ3T T4 _ 2-10-0 CJ5 011 V f cJST VTS EJ7 ff I EJ7T VT6 EJ7 EJ7T �� EJ7T EJ7 EJ7 E17 E17 EJ7 H Q Q Q Q O N M Q Q Q Q Q Q Q Q EJ7 EJ7 � Q Q Q F- Q EJ7 O EJ7/ 0 0 a 0 � EJ7 EJ7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EJ7 � EJ7 o 4 o 4 v 7-00-00 7-00-00 N N � o o'e o N 4 N 0 N 0 N 0 N 0 N 0 N EJ7 �7 EJ7 EJ7 EJ7 3 4 o 4 EJ7 0 EJ7 EJ7 EJ7 U7 � 2-)8-00 ❑ Hel in 3/4" � 2 ply Z-PIY EJ7B C EJz B C75 � ° C ling � EJ7B V12 0 C73 E72 2 12-00-00 2 EJ7C 1 A -06- 2-0 -00 2-00-00 2-00-00 2-00-00 06- C71 � BH3 � CJ � o CJ C� CJl = C7 C7 C7 C7 C7 � u 2 Uplift: 1,656 /J.� U 15-04-00 25-05-00 13-04-00 40-09-00 54-01-00 CONNECTOR SCHEDULE TRUSS I.D. �APoNG POINT TRUSS ACNAL UPLtT MAX CONNECTOR pIANBtt CONNECTOR UPUFf DESIGN ANCHOR TYPE k QUANTITY TRUSS I.D. BEARING POINT TRUSS ACNAL UPLIFT MAX �� OIIANIItt CONNECTOR UPIFT DESIGN ANO,OR TYPE A QUANTDY A YA90ND' eA HiETA76 1 IM3 1FI00 % 1 1/2' NA1S PER SIRAPS EJR MASONRY 7JU HIEMY7 1 177 A-10Nf 1 1/2' VIALS PER SR7AP5 Al YASORY BBD IHETA70 , IANJ fFIm1I t , WAS PBE SIWJ'S EJ/C YASpNY TSS HIETAPA 1 171 R-70WE, t/Y NAIS PER s1RAP5 A2 YASOAY NI IHEfA10 1 IMJ lHIDYf 1 1 f! XNS FNIt SIRIPS EJ7T YA'DIRY T54 HIEfAAO 1 198 9-10AL 1 i NITS PER SR7AP5 A10 YASOAY 439 IHEfA10 1 IMS 9-Im1f 1 1/2' XNS PPR SRYPS G YASpRY JW HIEfAAA 1 198 9-1®! 1 1/4" WLS PER SR7AP5 A11 YA90Ht1' ADB IHEfA10 1 1443 9-Imlf 1 1/2' XNS PFR SRYPS GH2 YA901RY 1N HIEfAYT i ig9 B-1�! 1 1/Y XAES PER SR7AP5 AH7 YA90HIY TAN IHETAIO 1 IMI 9-,YRI 11/R' WAS PER 5RUP5 HJ2 YA�INY 9e5 HIE'fAAA 1 1N 9-10mt 1 1/Y NNIS PER STRAPS AH7T YA90HIY 18Y NIETA21 1 IMS 9-Im% 1 1/7' NAIS PER SRUPS HJ2A YASdNY 1N HIE'fAAe , 175 9-,aar 1 1/2' NAIS PER SIRAPS AH9 YA90l0' Ale HiETAEO 1 IAA3 1FIW% 1 1/P NNLS PER MAPS HJ3 YASONIY 276 HIETATO 1 150 9-10Y11 1/2' NAIS PER S1WW5 AHYT YASORY 031 HIETh26 1 IAA3 9-IOD% 1 1/2' NA15 PER SUMPS HJ7 YASNNY 7N HIE'fAEO 1 15/ R-iQRI 1 1/1 NA15 PER SIAAPS AH11 YASONIY R1e HIETA20 1 IAA3 �IAD% 1 1/2' NNIS PER SIR/PS HJ7A YA901NY 508 HIEfAiO 1 184 a-10N11 1/d' XA15 PER StPot°5 AH11T YASQNT AUI HIETATO 1 IAA3 R-Im1I 1 1 j2' WAS PER SIWPS HU1T YA9ANY 515 HIETAAO 1 16! 9-1�I 1 1%1 XAIS PER SIRAPS AH13 YASQNY 86Y HIETAAD 1 IAA3 1FI10% 1 1/2' Mills PER SRdAPS VI1 YAEUNI 75 HIETA20 1 Ste 0-1DA(1 1 WIS PER SIAAPS AH13T YA90IAY Y10 HIEfAAD 1 IAA3 1FIDWI 1 1/2' XNS PER SRUPS YR YA901RY N HIETAAO 1 % B-1�! 1 1 XA15 PER SIRAPS AH15 YASQ'RY eT! IHEfA'e1 1 IA43 Flmlt t 1 j2' NAIS PER STRAPS VD YA901YY 1M HNEfAAO 1 1II 0-1�! 1 1/'i XA15 PER SmAPS AH15T YAWRT' A71 RIEQZO 1 1443 1FImlI 1 1/2' XA15 PER SRGPS VT4 YAb7RRY 7BE HIETND 1 1N B-1�! 1 1/E' XALS PER SIRAPS AH17 YASQRT 674 IHETA� 1 IA4S 9-Im1I 1 1/2' XA15 PER SMAPS VIS YASUNY 1N HIETAY7 1 4T6 0-1�L 1 1 fl NA15 RR MAPS AH19 YASQRT eT6 IHEfA7D , IA4S A-IDD% 1 1/2' XNS PER SIWPS VI6 YASpitY 1W HIEMAD 1 171 A -,ONE, ,/2' YAIS PFN 61RAP5 BH3 YASQ%tY 1775 IHEfA711 , IAA3 FIm1I t 1/2' XA15 PER SDMS CA YASRAY AI6 HIEfA7D i IA4S FImR i l/7 K45 PER SIRMS CJIA YA30aD' 219 RIEfAAO , I443 e-INII 1117 XA15 PER SDMS CAB W.WRY YT IHEfAAD , I443 6-Im1I 1117 XA151NR SIRMS CJ3 YASOIDY 188 IHEfA� , IAA3 0-IAA% t 1/2' XA15 PER SRYPS C13A YASORY AA IHEfAAD 1 IAIS 9-Imfl i tJ7 NAIS PER SRUPS COT YASORY t88 IHEfA10 1 IMJ 9-Imlf 1 1 NNS PER SIRMS GJ5 YASOAY 1D7 IHEfAAO , HAJ A-IAD% 1 1/Y NNS EiR 6IRAP6 CJSA YAT/JNRY 89 IHEfA10 1 IM3 9-Im1f 1 1/Y WLS PFR STRAPS CJ5T YA9]FRY 70 HIEfA10 1 tA43 9-Im1f 1 1/Y' NAIS PER SOUPS DH7 YA90HIY 1i91 HIETAAD 1 IMS 9-Im% 1 1/2' NNS PER SDIPS E72 YA90HIY Oe HIETAAD , I443 9-Im%, 1/2' NAIS PER STRAPS FJ3 YASOIetY 1A0 HIETA20 1 I443 1FIW% 1 1/2' NNS PER SIRMS FJ7 NASE%A1' i34 IHEThZO 1 IAIe A-IOD% 1 1/2' VIALS PER STRAPS EPA YASONIY � IHETA20 , HA3 1Ftm% 1 1/Y NNS PER SRUPS Z O O 0 w � J � m J � O � z � � O ❑ U CT<[ � J z 0 o vJ o w o� � = �NZ � �� +-" wi U � � (� a ❑ a ai cn Q °� cn w U� S` QJ N � Z � O w J d- O Ln U � W O N O z Lc) -� a- � cp � W ❑ i p m 7 m � U) ZONE 5 +21.8 -26.5 ZONE 5 +45.2 -43.3 WIND LOAD PL� SCALE: 1/4" = 1'-0" ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 MRH= 25' BUILDING WIDTH = 54.2' BUILDING LENGTH = 50.2' ROOF SLOPE = 5/12 FLORIDA BUILDING CODE 2017 6TH EDITION 3-SECOND WIND GUST w 0 z Q z MLL 0 0 F_ a w = z w 0 0 Q 0 U Z C 010 N w co w C<zUOw V -iQ Z LL w o 0 n0a� oO�� co Lu wEzz E U> o0 �iLLQ- �Q�,z � 5 f cowmm w JN() 2 F O o C3J wZ zmcf)w ww°zz 4{y Lu m M Q � Q LL z - 5 w o u O W U d m O LL z0Q � w (3Q=cne, w>-�w cn w w wm(o zw O Ozrw Zw00Q Za w w> Q m X Z_�UW Zz,C CC -fr 1 0 w J C') (y) wa z ril wiz 0 z z>'� zj5 w�C)7 °�a-o C� z ypm m mom o❑ yam om� z 0 O U) 00 (J 04 n J O m J } U CE 0 O O O �Q ice/) J N OfFQ - O (n W O as � r V) N z w Ld UW F- 2 (� o o'N Q U W !n; 0 L- Q N _1 Na � C O �O Ln U LL_i 0 N O z Ln n ' 0 w 0 >'' 0 � In m SHE CID W A41 OF__SHEET REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC STRUCTURAL NOTES **GRAVITY LOADi4 ROOF - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD FLOOR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD **WIND LOAD** 160 MPH **CODES** FBCR 2017 6TH EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83) MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (ACI 315-83) AMERICAN CONCRETE INSTITUTE PALM BEACH COUNTY NATIONAL CONCRETE MASONRY ASSOCIATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT **MATERIAL** A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1 /2 INCHES SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTM A501 STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASTM A307, J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. D. LUMBER: ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2 LUMBER WITH MINIMUM Flo = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED 197a ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. E. UNREINFORCED CONCRETE MASONRY: MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. F EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZ( 12" THICK, AND COMPACT TO A M STANDARD PROCTOR DENSITY, PLA TAKING CARE TO PREVENT ANY E( ACTION AGAINST WALLS OR BUILDI ^" i co U_ 00 N J SAFETY LOAD PLAN SCALE: 1/4' = 1'-0" L-20 8F16-1T/1B TYPE DESIGNATION MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. lintels must be reduced by 20% Tf bearing length is less than 6-1/2". 3. fc grout = 3000 psi w/ maximum 3/8" ASTM aggregate. C90 3. 4. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. Safe loads for all recessed lintels based on 8 nominal bearing. N.R. = Not Rated. 8F16 4. Concrete masonry units (CMU) per w/ minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 3. Safe loads are total superimposed allowable load on the section specified. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 4. Safe loads based on grade 40 or grade 60 field rebar. Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. 5. Additional lateral load capacity can be obtained by the designer by providing NOMINAL WIDTH J 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. to the bottom for addional reinforced masonry above the precast lintel. NOMINAL HEIGHT ��11 270 low relaxation. 7. 7/32" diameter wire stirrups are welded steel mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 7 The designer may evaluate concentrated loads from the safe load tables by B. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT r BOTTOM OF LINTEL CAVITY -1B/1T LQUANTITY OF #5 REBAR AT TOP a r .i \ Z ! LO � a to z to • • 7-5/8"ACTUA 8" NOMINAL WIDTH #5 RES R AT TOP MIN. t) REQ'D 1-1/2" CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY SYMBOL LENGTH TYPE BUB BF 1 1112-M OF16-00 OF20-OB OF24-0B BF28-08 8F32-OB 8F8-18 OF12-10 BF16-113 BF2D-18 8F24-1B 8F28-113 8F32-113 L-1 2'-10'(34� PRECAST 2302 3165 4473 s039 7525 9OD4 10472 11935 3165 4473 5039 7526 9004 10472 11936 L-2 3'-6° (421 PRECAST 2302 3138 33n 46M soot 7315 8630 9947 3165 4473 WA 7525 90D4 10472 11935 L-3 4'-0" {48' PRECAST 2029 2325 2496 3467 4438 5410 SW 7355 2646 4473 WS 7526 W 10472 11936 L-4 4'-6° (541 PRECAST 1651 1787 1913 2657 3403 4149 4390 5644 2170 4027 8039 7526 9OD4 10472 9088 L-5 5'-4" (64� PRECAST 1184 1223 1301 IBM 2317 28B M36 3846 1685 28M 5057 8098 54M 6424 74M L-6 5'-10°(70 PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 L-7 6'-6" (78' PRECAST 937 1255 2101 3263 2745 335E 3971 4585 1255 2101 3N6 5= 7134 8995 61190 L-B 7'-6" (90 PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1575 2610 3839 506 6513 5047 L-g 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 403D 3127 L-10 10'-6"(126") PRECAST 456 482 sz 1125 915 1122 1328 1535 658 1025 1514 2081 2774 313D 2404 L-11 11'-4"(136") PRECAST 445 598 935 1385 1B54 2365 17M 2075 598 935 1365 1854 2441 3155 4N4 L-12 12'-0"(144') PRECAST 414 545 864 12M 160 2074 1570 1818 555 864 12M 1693 2211 2832 35M L-13 13'-4°(160') PRECAST 362 427 726 1026 1331 1535 1224 1413 485 748 1075 1438 1855 2343 2920 L-14 14-0"(168') PRECAST 338 381 648 Ole 1190 1462 1087 1260 455 70O 1003 13M 1714 2153 2666 L-15 14'-8"(176") PRESTRESSED N.R. NR MR MR MR MR MR MR 405 755 1370 2045 2810 3185 3765 L-16 15'-4"(184") PRESTRESSED N.R. NR MR NR NR MR MR MR 420 695 1250 1855 237D 2690 3410 L-17 17'-4"(2080) PRESTRESSED N.R. MR MR NR MR MR MR MR 310 530 950 MR 1400 1800 22M 2600 L-18 19'-4°(232") PRESTRESSED N.R. MR NI MR MR MR MR 240 400 750 1090 1400 1720 2030 L-19 21'-4"(256') PRESTRESSED N.R. MR MR MR MR MR MR MR 183 330 610 1 940 1340 1750 2110 L-20 22'-0"(264") PRESTRESSED N.R. NN MR MR MR MR MR MR 160 Sm 570 670 1250 1060 1970 L-21 24'-0"(288') PRESTRESSED N.R. I NR MR MR MR MR MR 130 240 470.-_L 720 1 1030 1 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL SYMBOL LENGTH TYPE 8F8-1T 8F12-1T 8Fi6-iT 4F20-iT 81`24-1T 81`211-11' OM-IT 8U6 8F8 8F8-Zr SF12-ZT BFTB-Zr -� q332 � gF24-zr eFX7z eF32-zr L-1 2'-10°(34� PRECAST 2727 2878 4101 5 am7811 9055 2021 2021 27ZI 2784 3981 5190 W7630 8557 L-2 S-6' (421 PRECAST 2165 2289 3260 4an 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7035 L-3 4'-0" (481 PRECAST 1978 1969 2532 35B0 4532 5357 6246 938 938 1578 1925 7750 3583 4422 5254 6110 L-4 4'-6' (54� PRECAST low 1762 25W 3257 1 4010 4767 5525 727 727 98� 1705 2435 3171 3913 4858 5406 L-5 5'-4" (64� PRECAST 1393• 1484 2110 2741 3375 4010 4 818 505 505 9393 1437 2050 2870 3293 3920 4549 L-6 5'-10"(70� PRECAST 1272* 1357 193D 2505 3064 36M 4247 418 418 1272 1315 1875 2441 3010 3583 4157 L-7 6'-6" (781 PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 L-8 7'-6° (901 PRECAST 959" 912 1475 1914 2354 2797 3240 591 657 890 1020 1466 1907 2351 2797 3245 L-9 9'-4" (112") PRECAST 801" 612 980 1259 1550 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 L-10 10'-6"(126") PRECAST 716" 498 793 1027 1261 1496 1731 396 493 716 611 ION 1389 1711 2034 2358 L-11 11'-4"(136') PRECAST 6W 439 896 899 1104 ON 1515 3s3 688 535 205 1295 1595 1898 210E L-12 12'-0"(144") PRECAST Bo70 400 631 816 1001 ties 1372 340 494 831 486 B18 1209 1514 1799 2088 L -13 13'-4"(160") PRECAST W 340 532 686 841 997 1153 3oz �e 573 409 682 1004 1367 1637 1 1897 L-14 14'-0"(168") PRECAST �" 316 493 635 778 922 1055 286 360 548 378 629 922 1254 1507 1816 L-15 14'-81176�PRESTRESSED 243 205 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 L-16 15'-411841PRESTRESSED N.R. 327 226 329 M2 791 1072 13BI 1975 L-17 17'-41208' PRESTRESSED 670 N.R. 255 tee 77 40 BW 974F493 13e9 L-18 19'-41232 PRESTRESSED 165 207 313 401 490 867 N.R. zoo 165 2N 383 eso 736 1180 L-19 2V-41256' PRESTRESSED 145 1e5 433 seo N.R. 172 142 212 338 336 835 is B93 L-20 22'-01264' PRESTRESSED 140 ISO 2se 41a 588 N.R. 161 137 205 322 34571177 947 L-21 24'-01288' PRESTRESSED 127165 124 IN 244 290 580 530 515 833 N.R. 135 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR S' PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY SYMBOL TYPE LENGTH 8RU6 eRFB-OB BRF10-o BpF1 8RF18 8RF22- ORF28-OB 8WW BRFB 1B BRF701 BRF14-9 BRF1B-1 BRF22-1 BRF26-1BBW30-1 D-1 4'-4" (52") PRECAST 1489 1591 1 3053 2982 3054 4929 5904 OW 1627 1 3412 4902 54n 7947 0415 10578 D-2 4'-8" (54") PRECAST 1357 1449 Z782 Z714 36W 4497 5375 6264 1702 M12 4082 04n 7947 9416 10878 D-3 5'-8" 68" PRECAST ( ) 785 102 tent 1550 lose 2506 3075 3585 1153 2162 4074 64n 0516 5814 6839 D-4 5'-10" (70� PRECAST 735 779 15M 1449 1924 2400 2576 3352 1103 2D51 3811 1 64n 6516 5450 5411 D-5 6'-8" (80") PRECAST 822 907 tBn 1 2933 1 2575 3223 wn 4522 907 18n 2933 4100 6730 8177 s7W D-6 7'-6" (90") PRECAST 665 761 1377 2252 INS 2451 2944 3439 764 13n 2J29 MN 5402 6624 5132 D-7 W-80 (1151 PRECAST 371 420 W 1253 1071 1342 1514 toss 535 928 1497 2179 2518 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS +� UPLIFT LATERAL SYMBOL LENGTH TYPE er610-1 eRF14-1 ORF18-IT 8RW-1 W26-1 ORF30-11 BRU6 8RF6 BflF10- BRF14- 8RF1B- 8BF22- BW26- BRF30-2T 4'-4" (52' PRECAST 1573 2493 3260 4112 4867 5825D-1 932 We 23M 3170 46DB 4850 5696932 D-2 4'-6" (54' PRECAST EORF6-Zr 1507 2311 3121 3937 4755 5577 853 853 1459 2240 3036 3837 464J5453 D-3 5 -8" 68 PRECAST ( 1172 1795 24" 3055 3619 4325 501 501 1132 1741 2357 2978 3603 4230 D-4 5'-10° (70' PRECAST 1138 1742 2352 2965 3581 4198 469 469 898 1099 1090 2288 1 2991 307 1 4106 D-5 6'-8" (801 PRECAST 778 882 1513 2042 2573 3107 3642 030 1100 nB 950 1468 1987 2509 3035 3563 D-6 7'-6" (90' PRECAST BE W1325 1810 2280 2753 3227 710 941 888 NO 1302 1782 2225 2690 3157 p-7 9'-B" (116' PRECAST 5330 433 808 112T 1413 1704 1995516 614 533 527 1009 1389 1728 2088 2460 W U Z Q Z D: 0 O F � W � F Z_ LU 0Z O Q 0 0 Z_ p�0 J O C3 N W W <Z00 Ff W W <co LJ'-W0_J o0wM N 0 u) W Z WCEZ W W LLJ 0�0 CE Q J_ Ocn� CE (n W 07 F- LL W J N WLLJ JLu Zm_^cr) m VJ W COCLLJ � Q Z C7Q=� z co aiCE 0oCE W (O p W 0ZZW ZLL00X o T F W W J D W LLJ�0 Z CO I- C'3wZW w2C� m r Z O 0 z W W V Z W Z LU Cl) Q J Z u- W (:y 0 O W U LU O U. W Q z_ W. 00 0 0- co Lu Q 0Z ~ I- 0 J W Z CO w Q 0 o 3: a- Wo Z O :2w O D (Z)m C- N O m W � af m (D Q Q Y ® C) ❑ O 0)< U) J (1) Of Q z C:J O (/) O Oar W 0 = � N z C_D IW- W + Lyj F__ U-) 4 ❑ Q 0 U)U Q (n W Q N _J (D Q W J � O Ln . f'7 W O In O co i W O o m m � SHE NO w AA 2 OF__SHEET *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR° r�D FOR 3 34 _ I TE SS/OVAL WALL TO BE REMOVED DEVOLTON PLAN U � bC L U m C O m Q N N m E C ➢ W � n m O �£N w 0 z 4 F— 0 0 a o � w o = z o zz 0 Q 0 Z_ c Q0 �;5ww oz00 w V O Z co z ww0C, tipa— O X Q o0Q} w�� ui C) 0 �SLLL o�- z- 0 0 D w cnwmcc w W J N 0 Q �}w0 zm�Q �10Qo W co ZUQ 20 w}° w c..0oCE w Q w U � w (0 p wrLLJ zl , 0 Lm9 N60 O w z w 0 zEL1 � w}d� xx0 (J 0cf) z<(7 w zLLJ�� m$L_ w a zUzru �w Zz�i� ��. w�o� C)�ao �ao 6 z 00 0 M � ED � U � J Li O m, 0 + z mU Q —D Z U �Q o :c O U J U) Z O <0 C,4 W W "'� ~CZ7� ct)d (/) +, — bA U� rq Q J a� c: i- O L o� U O N z W g CDw O U) > p mU) 139 SHEET NO C7 OF SHEET REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY onn