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1024 MAIN ST - NEW HOME DRAWINGS J Z d PROJECT INFORMATION W GENERAL STRUCTURAL NOTES: m SCOPE: NEW 1 STORY WOOD FRAMED RESIDENCE. 1. CODES: FLORIDA BUILDING CGDE 2014 RESIDENTIAL, AMERICAN CONCRETE INSTITUTE MASTERSRESIDENCE STRUCTURE HEIGHT AND NUMBER OF STORIES: MEAN ROOF HEIGHT: 15"-5 711611 u AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. NUMBER OF STORIES: 1 cj � w 2. LIVE LOADS: Ln � '�, ROOF: 20 PSF TYPE OF CONSTRUCTION; V B � � ua,,.�,_-_�4Y_�_--P_.�.�_ _-T-A.a�_----- --.....>_---r-- a a.>'•.ih-.r�-.,Yh_-,;_,.._., -k. 'I Rh.v 41r11t!1 e -.•,,i..{,,.rv,.111 hl -`_.n,r..±,,.F.:- _-, ....x,..-..__..-,. . ..,C,I .,_..._A _ �...,.-_......-._,._.:,.f_�-r r 1 . _ H I-I I-.', -, , , I I . I.,I Ihl9 VVIII Ifw�Wlr I.L.i I.. .......... - . -. MAINUNSPRINKLERED cn FLOOR: 40 PSF z ow UNPROTECTED w STAIR: 40 PSF 3.WIND LOAD NOTES � o IXr lu r VACANT LOT NORTH OF 1022 l 1 .ri}tlllu1�i DES. FLORID BUILDING CODE2014ANDASCE ULTIMATE DESIGN WIND SPEED. 130 MPH STREET WIND IMPORTANCE FACTOR:: I = 1.0 BUILDING CATEGORY: II WIND EXPOSURE: C BUILDING AREAS o ENCLOSURE: ENCLOSED BUILDING 1ST FLOOR HEATED AREA 1,218 SF I­ ATLANTIC BEACH FL INTERNAL PRESSURE COEFFICIENT GCPI = +.18 OR-.1 233 FRONT PORCH 98 SF 5 LANAI 117 SF WIND PRESSURE TO COMPONENTS/CLADDINGS (MEAN ROOF HEIGHT 25' STORAGE 65 SF END ZONE = 5 CAR PORT 264 SF ZONE EFFECTIVE WIND AREA(SF) WIND LOAD (PSF) TOTAL UNDER ROOF 1,762 SF POSITIVE SUCTION ' INTERIOR 10 +33.8 -43.1 r 009 c 20 36.6 -40.8 N FS 50 +33.6 -31.9 L _ 100 +31.6 -35.6 a CC m END ZONE 10 +38.8 -55.5 ; J 20 +36.6 -51.1CC - "' 50 +33.6 -45.2 -' { - z 100 +31.6 -40,8 NOTE; N AWS DESIGN PRESSURE = ULTIMATE PRESSURE X .6 OR DIVIDE WITH 1.6 __ _.__ 4.ALLOWABLE SOIL BEARING: 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95°l X4 X q MODIFIED PROCTOR MAX, DRY DENSITY (ASTM D-1557). CONTRACTOR SHALL SUBMIT DENSITY TEST REPORT TO OWNER OR ENGINEER. Ll Ll0 6. MATERIALS: - -- cn CONCRETE (NORMAL WEIGHT 28 DAYS) 3000 PSI rN o REINFORCING BAR ASTM A61 L r%j w O WELDED MIRE FABRIC ASTM A185 00 ANCHOR BOLTS ASTM A36 u- c c 0 v � u wo WELDS AWS E70 OR E60 C3 , u w z co �. WOOD MEMBERS FOR.BEAMS& POSTS (#2 SYPH10 c ua- oa WOOD MEMBERS FOR STUDS ( 2 SY'P OR BETTER ' z t; w 4-4 MICROLLAM 1.9E 1, CONCRETE: DRAWING INDEX. 0 � p � ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION, 0-1 FOOTINGS 3000 PSI Ilia 31-.1 SLAB ON GRADE 3000 PSI SHEET NUMBER SHEET NAME 0 ALL OTHERS 3000 PSI REINFORCING WHERE PERMITTED: ..O COVER SHEET F 2 SPLICES IN REI AO CONCRETE 50 BAR DIAMETER AO.1 SITE PLAN �w MASONRY 48 BAR DIAMETER VIII' w UNLESS SHOWN ON DRAWINGS, MINIMUM CONC. COVER FOR REINFORCING: A1.1 FLOOR AND ELECTRIC PLAN as m - CAST AGAINST EARTH 3 z SLAB ON GRADE CENTERED A1..2 FOUNDATION AND ROOF PLAN 0 EXPOSED TO EARTH OR WEATHER A2.1 ELEVATIONS woz It w #6 THRU 11 BARS 2 - 0 #5 BARS&SMALLER 1112" A3.1 DETAIL SHEET W� ALL REINFORCINGSHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE. REVIEWED FOR CODE COMPLIANCE d CITY OF ATLANTIC BEACH 8. TIMBER: REQUIREMENTS PERMITS FOR ADDITIONAL ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC& NTS AND CONDITIONS ® Q o TPI &NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. CONTACT INFORMA�'IONvIwoBv: ____,�,�.._DOTE: � c 3 t 6 PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING IS IN PLACE. CO z ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. PLAT IN �p �5��c.-�v•� �A 4l+-" w INSTITUTE PRE-ENGINEERED WOOD TRUSSES SHALL COMPLY WITH TRUSS S STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS, DRAWINGS SHALL BE CLIENT: RPC GENERAL CONTRACTORS, INC. ARCHITECT: VERMEY ARCHITECT w SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE _43 LEVY ROAD 420 3RD STREET SOUTH , 6 ars 6 0. STATE OF FLORIDA. ATLANTIC BEACH, FLORIDA 32233 JACKSONVILLE BEACH, FL 32250 z PROVIDE HURRICANE CLIPS AT BOTH ENDS OF EACH RAFTER AND TRUSS. SHONE: 904` 241.4416 PHONE PHONE: 904 245-1150 ` z a. w�0 THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE -AX: 904 241-4427 FAX CONTACT GERARD VERMEY c.+k LESS THAN THOSE SPECIFIED IN FBC 2010 TABLE 2304.9.1 FASTENING ONTACT: DANNY RODRIGUES r SCHEDULE. Nile Date 09-29-15 scale AS SHOWN �z Job Sheet N [RECEIVED 8y jenn7f! at 2"07 pm,Feb 27,2t? o0AO ■ 0 C.1Lls f=-, II I.1.1 .,+G nor}e> 'I.e_err»n,Yinca Raa:'+.hvY.i-tr r:Rrsjdv.Tu e`2016-Ct2 15 Mjstsrs Rvsitdenc dwg,�;,lk6:'l.11.6 5�_Rh P?vt LEVY ROAD N Nu- a LOf r ,, W m ,jj ; ° PROJECT P +V V E LOCATION L1J +C { i WEST 9TH STREET LU Uj ce p sr ' N 8 02s ( E 102.00 -OUND Lu r G� (102.05'FIELD) PPE, I�_ I.L. CL P PE, ILP"3672 3672 W r j ;n to Ck ` R 8'X16'DUMPSTER ( ( Q * 7.5' BCIILDINO RESTRICTICON LINE 31.82" 3` --------------------- f A:] CONSTRUCTION PARKING 0 NC PAD ! PORT-O-LET Q _ Z I c WILL BE IN FRONT YARD - Np m Q c I - I 1 PROPOSED s„- m CONCRETECA ' I z I I cn DRIVEWAY cry ATLANTIC BLVD. �. �, I _ y Q o I a I z PROPOSED 1 tv Et- , flf r I I � VICINITY MAP I � z „ . cn „� I FE EL= 11.17 r oa 0 ` - r' CC Q 40 Iuj 14 PROPOSED SITE STATISTICS NL6Q Q Q r I I {^ � - SQUARE ACRES PERCENT Q m . t j I FEET (1F SITE 7.5' BUILDING .RESTRICTION LINE _-- 20' _ �7 PROPOSED SITE AREA 5,100 SF 0.117 AC 100,0% j � , W . } r FOUND _` I BUILDING FOOTPRINT AREA 1,762 SF 0.041 AC 34.6Q W ;� 1, P y a I �** Q FOUND 1/2” L ^a] ' P1 PE, u' tFua C CONCRETE AREA 249 SF 9096AC 49%� /!�/�� ' 0i wS89'02 00 WV u iF { TOTAL IMPERVIOUS AREA 2,012 SF 0,047 AC 39.5°l p t? — C4 I s 89°06'31"W 101.71'FILD} i TOTAL PERVIOUS AREA 3,088 SF 0.070 AC 60,5% { p ' Q W i LOT T t3 LEGEND TREE TO BE REMOVED -t3 SITE AND CONSTRUCTION MANAGEMENT PLAN t; TREE PROTECTION BARRICADE © N 0 SCALE: 1"=1 " SILT FENCE Q w 3 = ' INSTALL'SILTSAK"ASSEMBLY OVER EACH � � � V Im Z EXISTING RECEIVING INLET PRIOR TO SITE v c ° ? ' WORK AND LEAVE IN PLACE UNTIL AFTER ,cn — o CONSTRUCTION IS COMPLETE z� LOT DRAINAGE FLOW ARROW -0 T--1 0 � .0 PROPOSED DRY RETENTION AREA - PROPOSED SPOT ELEVATION rn a RM=19.5 .. BOTTOM=9,5 REQUIRED TREATMENT'VOLUME=1SF CONSTRUCT 80`LONG v- a),247 r PROPOSED TREATMENT VOLUME=1.256 SF OVERFLOW SVVALE 5=0.25° o PORTLAND CEMENT 6"THICK AT DRIVEWAY(4" a u w am SEE ATTACHED DRAINAGE CALCULATIONS) a i 6" � 89002'00"E J2.a CONCRETE,3409 PSI THICK ALL OTHER AREAS) Z F'( (102.00FIELD) rE, C Gi P iPE, I asx__ asl as.1—asi--all—ast—Isi_�...asi..�.°sss HSI—asi—as-L—asx,�.ss� ��as3 FI 1 H I"1,, C; I I as —esu®asa asi Is an—-esr� as'—asx� ssi_—Ist�asp--ask M ," Yv - ;, `�' � _ flfl� AND Iv r;L��! kPV EC;',C'°E wO qE P E E T I=LE , I_j r� €;:,,F_ �° -. -r► FL=10,3 -'J N� I Q �„ y:v G ; —_ m I + FL=10.5 FL=10:4 11,00 DIRECT ALL ROOF RUNOFF - _ o 12"STABILIZED � � l TO RETENTIONAREA(TYP.) "L., LA i 'EL -AK Q �_ -' SUBBASE,I_BR40 o o j CONCRETE PAVEMENT SECTION ftt w . � � QL I ,E ,.;. w I<. .I J l U ' �; tlu' A (s N.T.S. 14 LAUREL ._ `TEa I ca L , E� ( ,h; 5:1SS 5ASS coOPTIONAL POST POSITIONS p Q �' all " _ 1 L00 STEP 10,90 M _ . rQ Q ' PROPOSED 1 v e c» ay 1g+} I Y. PRINCIPLE POST POSITION to „ STORY RESIDENCE COUNTER 20 TOWARD FLOW m cO m 19° 10.80 .. .- ? 8°$0 T C u � � FFEL = 11:.17 m c3 , 11 kl LI A n�i w �, _ - �1 " 'I,4uI^,TER �:,k: � T r— MATCH EXISTING GRADE �, a � �'t I! cr,v, T9, {t FILTER FABRIC z 11. 9 SY£P f I 1 w a CTI ": ..f SILT FLOW w Q t,, 11.00 STEP T_, c SILT FLOW _ W OF LIFE dTMP. 10,70 Q �� J 3 ROOF , on l > * � ,+ 10.90 10,80 r 1080 10. act ��s s. :., `fit "s 1I �,r-1-,,_-REL :��Ia:,.K q?J,17t 99 hS- 7, 4E' ► *► _ __ _ —Tsq—rse—rsa ` r POST 2"X 4"OR 2=i"SIN.DIA. z LLOW �rsa—rss —,..rsa—TSE�--rsa- rss-- s —rsa —rss—rsa rsa rss rss rs rsa °--rsa—"I—rsa-®rsa —TSR rsa rss rss ' 1N(7O EEL z.33 LBSFT,MIN) � r -FC.UN 1,12" R r', r , I D�T � N` . P f-E A �P..��� � � rss.; 77 j F,` + 101.77'FIELD(s 89°06 31 Vf I rV-5 .: - t �O5,( 3 JU.1I a �p _ ZE I 0 Date 12-30-15 LOT p ~`I I FILTER FABRIC(IN scale AS SHOWNw 0 M CONFORMANCE WITH W SEG.985 FDCT SPEC...) .lob . Sheet AND SEDIMENT CONTROL PLAN TYPE III SIL FENCE DETAIL w SCALE: 111=1 Iv.T,B. AO1 0 112 U FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG,HT, REMARKS CAR PORT CONCRETE WOOD HARDIE LAP SIDING VINYL 9°-O" CONCRETE FLOOR TO BE SEALED FRONT PORCH CONCRETE WOOD HARDIE LAP SIDING VINYL 9'-0" CONCRETE FLOOR TO BE SEALED uu LIVING/DINING ROOD CERAMIC TILE WOOD GYP,BOARD KNOCKDOWN 9'-0" 9 " _ W Lu � KITCHEN CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9-0 d Mme— e LAUNDRY/PANTRY CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" V Ln Lf} 1 " � � W STORAGE CONCRETE WOOD GYP.BOARD KNOCKDOWN 9-0 CONCRETE FLOOR TO BE SEALED un < Lu LANAI CONCRETE WOOD HARDIE LAP SIDING VINYL 9'-0" CONCRETE FLOOR TO BE SEALED H MASTER BEDROOM CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" Q crf 0 MASTER BATH CERAMIC TILE CERAMIC TILE CER.TILE i GYP.BOARD KNOCKDOWN 9'-0" 0 u- MASTER CLOSET CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" o BATHROOM CERAMIC TILE CERAMIC TILE CER,TILE i GYP.BOARD KNOCKDOWN 9'-0" BEDROOM 2 CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" THIS DRAWING IS IVpT REG?UlRtvp AS PARI'OF THE PLAN DOCUMENTS PER gC.�VIEW U`z THEREFORE IT IS NOT REVIEWED 35° FOR CODE COMPLIANCE 7" 21'-10" 121 71, 5" 12'-2" T-8" 01 in o e S .6 X6 COLUMN TYP, .; �m � �� � -®-�.��._ :._ .....M .�,.�—..� _.w m_ _ - _ ' - W I"T 4112 A!C C4 11 9 1 ,1/2 ATTACH DOUBLE 2X12 BEAM TO I I w WALL WITH SIMPSON LUCZ I 2 LANAI DOUBLE 2 X12 BEAM 1 I Q I CONCEALED HANGER OR � m 21'-10'°X `-4112•" � B '+l� TYP.) I Al 1 ( I Icc APPROVED EQUAL(TYP.) I I ? l., � lu 31-0(1X61-P" ;. . RH 6-0 X6-8 SGD BEDROOM 2 `! a 12'-0'"X13"-41/2"' , O STORAGEto cc YA, 0 U 11.0 X5-4 ., -(�- W N � I A3.1 _ N ' DINING ROOM /� = 61-0"X6"-8'I BI-PASS ., '.. cYJ lJ 10'-1"X1 T-31/2 tD "SH� _ �_DRYER �,- . ` 8 OX1Q a R&S DRYEP ASHE �IH '`_ _ oXtp a. ELECTRIC w C BEDROOM#2 ,. ATTIC ACCESS �17 -1 PANEL 12`-0}E'-6 1 �iXfi'-8" f' _ �` r4 , Cs -R�1 LAUNDRY/PANTRY BIFOLD �� �- _ I �. 4 I / n ao I 1 11'-0711'-41/2" `` ,;, { 1 12X8 0 r� o I ATTIC ACCESS r :k: — -+- 1 w CC - - _.. LINEN Cl `==;,. ��„—%i �"► p m t- D 2`0"X6"8”LH Y,✓ `� I FREE 1 a c � ^ E LOUVERED I— 1 DRAW J > . V_ a , ,. R&S 11 WZ WALK-IN RETURN + Q o �, W Z 812 - ;; f sxa X U UNDER CABINET ,! _ LIGHTING(TYP.) 22'X22 48 c c� ° ►- 2-8X6-8 (NO LE L� E , — ,�yt` F •.�. ,_ ag F ,. i:, I _ 8 ELECTRICAL PANEL o :—'T 1 I ASTER CLOS v Xe _ 128 ��„ _._ , " f fir ; r - t.�-..r.., ^..,, REF f.. 5-51/2 X9-11 _ -- _ I ✓%, 2 110V OUTLETS Ce I LIVING ROOM MASTER BATH ( � I - ~ I 12'-51/2"X12'-5" _.. 6"-0"X9'-11" :---- � I _r� � � . _ _ (1)220V DISCONNECT DW I ISLAND VIII I STEP ' 00 LINEN r.. — 1 , , _ of KITCHEN 2 11fV WATERPROOF GFCI OUTLETS INTERIOR r Q o /} I -DOWN BAR 2'-6"X6'-8" GFCE ( � Z C"j mm . . V X12 5 1. lIo __.. _ , ..' C] i I ATTACH DOUBLE 2X12 BEAM TO POCKET _ , 2 110V WATERPROOF GFCI OUTLETS EXTERIOR � WALL WITH SIMPSON LUCK - LH ,f t l OPTIONAL RECESSED WPtGFCI 1r �. CONCEALED HANGER OR OUTLET _ - �__ __ . ® OPTIONAL RECESSED -_ �'� --1 MICROWAVE I � CO � � ,, LIGHTING � SINGLE ROLE SWITCH � APPROVED EQUAL TYPO, a' «fir„ FOR i �sX1s > LIGHTING �, ABOVE STOVE I ,,,o i ( A3.1 MICROWAVE 3 THREE WAY SWITCH _ - C), I I I I � 5:,, �= .0 d � 3'-0''X5'-0"SH I LIGHT FIXTURE 1 EXHAUST FAN 3'-0"X6'-8" ' 31-0!1X6-811 FASTER BEDROOM r` - ; 1_w ° - LN 12'-07154" WALL MOUNTED LIGHT 0:0 Wg A _ -OU ED L GH FIXTURE - 11 GL�IZING I NG NDO VVP1G cr c� 4' - 3' I - 12'-3" 12 - ;x.55 OPENI , _ - EGMSS I - RGEN ARG I _ �-- ME �, OLE P, I „ :, },,_ O .Ml p FLOQ I CEILING MOUNTED LIGHT FIXTURE o 3'SEL. -LOCKIN CATIO >.7 sC . QN�RpUN I { 5 p SQ.ET. ogsc 1 ; RECESSED I ENTRYIGATE `y XCEpTiON Ft D1MENs1 , , ! GLEA I. CJ LIGHT FIXTURE I I I I MIN. EIGHT I I 0 I ATTACH DOUBLE 2X12 BEAM TO I 1DTN I - PENDANT LIGHTING ATTACH DOUBLE 2X12 BEAM TO 20 € II • 44 BEAD WITH SIMPSON LUCK FRONT PORCH IGH'T. HE = A WITH SIMPSON L ZI - I ___ . �--... o 1 ! 11 WALL UC S1 1 I MAXAX I _. s- I., _.. FLOURESCENT LIGHT FIXTURE CONCEALED HANGER OR 9 10X10;0 I I CONCEALED HANGER OR APPROVED EQUAL TYP. I 1r I A o : V Q ( I DOUBLE 2X12 BEAM �I ! APPROVED EQUAL(TYP.) I 1 . ; PRE-WIRE AND BRACE FOR CEILING FAN o_ 00 ABOVE(TYP.) { I I I 1 (2)3- 5'-0"SH :,n ® SM K l ARB CAR PORT _. ._. OEC ON MONOXIDE DETECTOR cli 0 A3.1 1 ,1 1- II i 12-0 X22 I I /6"X6"COLUMN TYP, I _ - - OPTIONAL FLOOD LIGHT { I I DOUBLE 2°'X12BEAM I I I _ SINGLE THROW AIR SUPPLY GRILL U ABOVE.(TYP.) I THIGH PARTIAL WALL TO I I OPTIONAL FLOOD o MATCH EXTERIOR FINISH I LIGHT(TYP.) THERMOSTAT 60. I I II II - 1 ' NM � r z I I GfiC� AHU RETURN I ( DOUBLE 2X12 BEAM ,, I I z I I ABOVE TYP, € NOTES: ..,r � 11� I 1.)ALL WORK TO MEET 2010 NEC STANDARDS rt `°tet. I I I I I p 00 2.)DESIGN,WIRING,CIRCUIT AND PANEL SIZE BY ELECTRICAL CONTRACTOR, I I 3.)PROVIDE APPLIANCE AND EQUIPMENT CIRCUITS PER MANUFACTURERS a - .1 I SPECIFICATIONS AND REQUIREMENTS. ' "- 4.)SMOKE DETECTORS/CARBON MONOXIDE DETECTORS TO BE HARD WIR D, j rl � 12' 9'-101" 13'-2°' BATTERY BACK-UP MODELS. 5.)PROVIDE PROTECTED OUTLETS AT WET LOCATIONS, Date 09—Z9-15 o 35' ,)BEDROOM RECEPTACLES TO BE ARC-FAULT PROTECTED., Scale AS SHAWN 7.)INSTALL FIRE RATED CAULKING AT WIRE/FIXTURE/OUTLE TRATIONS 0 FLOOR PLAN AT GARAGE/LIVING AREA WALLS AND CEILINGS. Job ELECTRIC PLAN SCALE;1/4"=1'-0" Sheet SCALE: 1/4" V-0" o Ala 1 L" Lls,r• dill sh[ l.i.rJ.�Og C7rl,�'°.,i Ura.In..':;1F�'C P,t�te��t.P..,s,cif nce 2u1C 02-i hiawr--, sidence,c ag 41fr201E I S2_48:>kx o[m - tV . z 4"CONC.SLAB WITH f— � Et cl- FIBER MESH �i H REINFORCEMENTLU LU 0 Cn to Lu z z 35 Q Q ° (2)##5 BARS CONT. `� �pe z 21-10 13-2 LU 511 12'-2"1 jet {}.tl 1 E 6" 'u.i„ u- 3" Ide 3' Q 1/A1 .2 - EXTERIOR WALL MONOLITHIC BLAB --- a 6'"X6"COLUMN(TYP.) _ SCALE. 1-1f2"- 1`-0" u 1 \\--6"X6"COLUMN(TYP.) C') !V V A1.2 A1.2 A3. (1)#5 BAR CONT, I --- - -- - - -- - 'II 4,"THICK(3,040 PSI) CONCRETE WITH 6X6 WWM _ * 71411 4,1 THICK(3p000 PSI) . Ct CONCRETE WITH 61-51' 6X6 WWMLLI A1.2 p 4'-3112'° 10'-111/2" 4"CONC,SLAB WITH a cq 6-10114" FIBER MESH 10 N REINFORCEMENT = C1 4 4 ASHE R Lu WH US'i 2' 11 . m 1— a Q N W cy 00 21A1 .2 - THICKENED EDGE AT CAR PORT/PORCH SCALE: 1-112'=1'-0 OVERHANG(TYP.) OVERHANG(TYP.) CC W N 4 , I 1 - ' 2"X4" 2 SYP C cv tl ea A1.2 f. 1f2"X8"WEDGE 2742 BORATE a z F 4-THICK(31000 PSI) a -- CONCRETE WITH 6X6 - ANCHOR SYP 12 , 12 4 a cca c' 4 v WWM`FINSHED FLOOR 8 � �- cc -p ABOVE FINISHED GRADE i W i 00 O l �r ! � VZ N ' W M [f" ' N .I _ a o l I 4 CONC.SLAB WITH � u+ (L 3 A1.2 FIBER MESH Q �? Of 1 REINFORCEMENT v f° v) C z (2) 5 BARS CONT. ...� . x v ,a y 4� 10pt 4ep WALL LINES BELOW _ m 4 THICK(3:000 PSI) u u- CONCRETE WITH f � rj .�. �t- A1.2 6X6 WWM c ,p <t �- j 31A1 ,2 - LOAD BEARING WALL 8c' SCALE: 1-1/2" 1"-4" oLn A1,2 `n 3 N oo 2%SLOPE TYP. � (TYP.)' Z m 111-21' S-4ca 1 4.11 A1.2 { fa W c`u A .1 r2w uj a K a rn A1.2 ��,' 12 12 Lu 0 0o - . 41 4 6"X6"COLUMN(TYP.) CT T z 611X611 COLUMN(TYP.) a 0 z �3 U) c a w w 12' 91-1011 13`-2" a N ry, tx1 C` Ll1 D L9 35' z ROOF PLAN Ka � � ; FOUNDATION PLAN NOTES: � z. SCALE.114 1-0 SCALE: 1/4"=1'4' a 1.)PROVIDE CLEAN COMPACTED FILL. ba 2.)PROVIDE 6 MIL.VAPOR BARRIER AS REQUIRED. 3.)SITE TO BE TREATED FOR TERMITES PRIOR TO SLAB CONSTRUCTION, 4.)A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY _ SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING 09-29-15 INSPECTION. OR,ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING �- STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Scale AS SHOWN w ow z Jab a N Sheet 00 N m cr A1m2 Q Cl.- er;v91 Shadds''G .fieCri:.�':1 C r�ntn��. C.h.l qt r,Fic;rittt�+ties2 1 -r=?-1 frlas^ers�e ide�jcen� 2/16/2016252:49 P"uS U DECORATIVE LOUVERS DECORATIVE LOUVERS 15'-5 7116" 'OP OF ROOF --�- 15'-5 7115••"TOP OF ROOF 12 12HARDIEBOARD SHAKE 12 _ .__ 12 w 4 II I,`i. .: -14 FINISH(TYP:) 4 a _ : ' . — 4 SHAKE HARD EB ARD r A, FINISH(TYP.) w Lu cn 11'-7 7/16"TOP OF CARPORT ,, d ., .. .. ._ . .., :. V-7 7116 TOP OFLn 0 CARPORT f I Z,... I - , I : lI Y I fr _.�. i_ f It -1�7 - T-1 1/8BEARING HEIGHT r , , I, 9'-11/8"BEARING HEIGHT � w N J - _ _ 1kkX4 HARDIE TRIM BOARD FOR � I HORIZONTAL AND VERTICAL TRIM(TYP,) , ----- 174"HARDIE TRIM BOARD AROUND - 1X4HARDIE TRIM BOARD AROUND z DOORS AND WINDOWS TYP, n Fn1 - DOORS,AND WINDOWS TYP.`. I HARDIEBOARD LAP ---- --- -- - -- HARD IEBOARD LAP SIDING(TYP.j SIDING TYP. 0-0 FINISHED FLOOR 77 � .�.._�.,� QW FINISHED FLOOR _017 GUT 676"P.T.WOOD COLUMN THIGH 2"x4"FRAMED PRIVACY WALL 1"X4"HARDIE TRIM BOARD FOR 6"X6"P.T.WOOD COLUMN WITH 2'"X6"'TRIM TOP AND AT FRONT PORCH WITH FINISHED TO HORIZONTAL AND VERTICAL WITH 2'"X6"TRIM TOP AND Q BOTTOM TYP. MATCH THE REST OF HOUSE TRIM(TYP,) BOTTOM(TYP,) CC FRONT ELEVATION REAR ELEVATION N SCALE:1/4"=1'-0" z v SCALE. 1t4"=1'-Q" C� a � J p J W = Z ,.., ' H ju O ASPHALT SHINGLES(TYP.) A cc r 15'-5 7116"TOP OF ROOF > Q � - r ; .. �C.... . , �- 4 - i f 4k d € I l C 11-7 7116 TOP OF CARPORT r i o I i [ - 9'-1 0BEARING HEIGHT ._ wi ca Z t;3 m 676"P.T.WOOD COLUMN o- _..�._.. . rr' nd�i .... ......._.. �� WITH 276 TRIM TDP AND .� �.: . BOTTOM(TYP.) c z� mxum CL o 0'-0"FINISHED FLOOR a; . _ fo in z o 0 _0 3 174"HARDIE TRIM BOARD FOR I7 "HARDIE TRIM BOARD THIGH 2"x4"FRAMED PRIVACY WALL o HORIZONTAL AND VERTICAL AROUND DOORS,AND HARDIEBOARD LAP 3 HIGH X 3 SELF AT FRONT PORCH WITH FINISHED TO TRIM(TYP, WINDOWS TYP. SIDING(TYP.} LATCHING GATE' COa) MATCH THE REST OF HOUSE a a a LEFT SIDE ELEVATION �- SCALE: 114" 1'-0" Q �I �wom 12 (rn M 29 `�••. a. ASPHALT SHINGLES TYP. 16.5 7116 TOP OF ROOF 7" _ ` w-.__-__. 1 , _ L_17-11-Li_ S2 .,, t�tc. ',T..T�-�-.�-T..,I•.. ...,. ,, ,_ , ? �0. , r _1"- , , , I ,. -•r-- ". �"'. t , 7 L �i €._ Y i r— r 11 7 7/16" A P z 7-77" l41 4 - - _ TOP OF C R ORT 4 � r I [ I — _. L 7 r T Y J Nowp T -1118 BEARING HEIGHT mammmahtum ZF 23 zz - - -- 4� U-0"FINISHED FLOOR w � 4-8777 676"P.T,WOOD COLUMN 174"HARDIE TRIM BOARD 1"X4"'HARDIE TRIM BOARD FOR date 09-2915 WITH 2"X6"TRIM TOP AND HARDIEBOARD LAP AROUND DOORS,AND HORIZONTAL AND VERTICAL 2 BOTTOM(TYP.) SIDING(TYP,} WINDOWS(TYP. TRIM(TYP: scale AS SHOWN 1 LLJ RIGHT SIDE ELEVATION Jab N SCALE: 114" V-0" Sheet A2 ■ 1 o� C`Users\Bill Shields\Google Ge`- Drawirigs,RPONa=ter`s Reside)ce\2016-112 15 Masters Resvdenc: .dwq 2/1,612016 2,52--_;7 PM n R703. FLASHING: 274"OUTRIGGER @ 48"O.C. BLOCKING REQUIRED APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION BETWEEN OUTRIGGERS IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE MALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, SIMPSON A35 THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, HURRICANE CLIP H-25 OR EQUAL @ 48"O.C, v APPROVED ANTI-CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF 7116"STRUCTURAL ROOF 2"X4"BLOCKING @ SHEATHING THE FOLLOWING LOCATIONS: SHEATHING JOINT 4"FROM GABLE END 2"x4"RAFTER CONT. m 1.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS,WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2.UNDER ANIS AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. SHINGLE STRIP p � t u 3,CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2X4 SCAB CONT.TOP TO .WHERE EXTERIOR PORCHES„DECKS OR STAIRS ATTACH TO A WALL OR FLOOR BOTTOM CHORD @ 8'FROM FASCIA w m cn ASSEMBLY OR WOOD FRAMED CONSTRUCTION. GABLE DOUBLE TOP PLATE 5.AT ALL WALL AND ROOD INTERSECTIONS. w 6,AT BUILT IN GUTTERS. c: D 3-12d NAILS TYPICAL AT CONT.2X4 SCAB FROM TOP TO BOTTOM CHORD @ X-BRACING o X-BRACING (PROVIDE ADDITIONAL 2"X4"S @ VALLEY SHINGLE INSTALLATION: VERTICAL IF HIGHER THAN 48" 0 INSTALL SHINGLES USING WEAVE METHOD CONT.27478'SYP.LATERAL TO FORM AN"L"SHAPE) BRACE @ 48"O.C. 1,EXTEND(1)FULL END SHINGLE MINIMUM 12"PAST CENTER 274"SCAB IF VERT,WEB IS t— z LINE OF VALLEY.SEE MANUFACTURERS WRITTEN NOT PRESENT INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION, 2.DO NOT NAIL MINIMUM 6"FROM VALLEY CENTER LINE. 2"X4"STUDS @ 16"O,C, OVER PRE-ENGINEERED ASPHALT SHINGLES WOOD TRUSSES 2"X4"BRACE @ 8" V, o 2"X4"'BLOCKING @ 48"O.C. BETWEEN GABLE AND FIRST O.C. (b 0 PRE-ENGINEERED TRUSS ROOF SYSTEM �.- TRUSS }. q C4 W6 ASPHALT SHINGLES ZL TRUSS 1 WALL CO NECTION SHALL BE H-2. A,H-1 TYPICAL / END _ OR SDS SCREW TED IN ACCORDANCE WITH 11 P I LGABLE C I�L1 (X-BRACING) C w ATTIC IS UNVENTED TRUSS MANUFACTURER'S UPLIFT CRITERIA 24"WIDE METAL VALLEY III m PRE-ENGINEERED TRUSS ROOF SYSTEM 12 FLASHING OVER 15#FELT SCALE:112 =1"-0'" 49 fA w mi RIP4 7116"OS SHEATHING OR 112"CDX OVER 7116'"OSB TRUSS 1 WALL CONNECTION SHALL BEH 2.5A,H-1 PLYWOOD NAILED 4""O.C.EDGES AND _ z OR SDS SCREW RATED IN ACCORDANCE WITH 6 IN THE FIELD WITH 8D RING SHANK VALLEY FLASHING D E�TAI L '� F. o TRUSS MANUFACTURER'S UPLIFT CRITERIA NOT T SCALE NOTE: 12 OPENING TO 5'WIDTH USE(1) W a RP 4 711&"OSB SHEATHING OR 112"°CDX 1 -- DOUBLE 21X12" TPP416 TOP AND BOTTOM; '"� PLYWOOD NAILED @ 4"O.C.EDGES AND « 2 SYP BEAM PIPE BOOT OPENINGS 5'TO T WIDTH USE(2) 6"IN THE FIELD WITH 8d RING SHANK . ' . TPP416 TOP AND BOTTOM eo j, GALVANIZED METAL FLANGE o � TPP4/6 AT 32'"O.C. o frr , 2"X6"#2 SYP DOUBLEOf TOP PLATE. HARDIE BOARD AT 2X6 FASCIA CEILING ANCHOR BOLTS MAY BE LOCATED SOFFIT AT EITHER SIDE OF KING STUDS, SPRAY IN FOA ,r� + ` SIMPSON BC45R OR 2X FILLER BOARD PLATE MUST BE CONT.BETWEEN � • � � "� INSULATION - EQUAL AT TOP F NOTE:TYPICAL BOLT AND KING STUD;ANCHOR -v ® 1 CK ," - QU O O STRAPPING(ONO BOLTS MUST BE WITHIN 12'"OF o n �+ j 5/8"GYP,BOARD - 2X6 FASCIA EACH POST PLUMBING STAC C F LAS H I N C D ETA I L KING STUDS;112""O X 8"A.B.@ 32" > ` r E t � �, o c, SOFFIT O.G.(TYP. c� © .1 U w z __.. ._ NOT TO SCALE ! .. C Z mxCL _... . G � - 3 c" W Or _ STEPS t Q ` 5 (Z)IN WATER SHEDDING FASHION,STARTING AT THE ru v- � 'm BASE OF THE WALL&'!fie+ORKING TOWARDS THE TOP, �, G) � � 0 "^0 r INS'ALL THE WRB TO THE FACE OF-HE SHEATHING, (Z)JAMB FLASHING 1 � 112"THREADED ROD @ 48'0,C. CUT AT INVERTED Hy', APPLY CONT,SELF ADHESIVE FLASHING THAT EXTENDS (� fl I� cu INSTALL 6WIDE SELF ADHESIVE SILL FLASHING THAT ATLEAST 4 BEYOND ROUGH OPENING, MAX.AND @ EACH SIDE OF EXTENDS 4"BEYOND OPENING. SCALE: 112 - V-0" OPENING AND EACH CORNER(TYP. (DAPPLY APPLY BEAD OF SEALANT AT BACK OF WINDOW SECURE WRBa. FLANGE&SET WINDOW USING PAN HEAD SCREWS AT HEAD w TO FACILITATE INSPECTION. mm ao APPLY A 4"SELF ADHESIVE JAMB FLASHING OVERLAPPING THE a WINDOW FLANGE EXTENDED 4PAST THE ROUGH OPENING. a-m _. APPLY A 4"SELF ADHESIVE HEAD FLASHING OVERLAPPING THE ��, WINDOW FLANGE EXTENDED 4""PAST THE ROUGH OPENING. �;�,( f � '`�-� ,�FLASHING AT HEAD EXTENDS «> R13 INSULATION �-�` 1"BEYOND JAMB FLASHING. m Ig� REMOVE PREVIOUSLY APPLIED TAPE. z ALLOWING WRB TO LAY FLAT OVER HEAD "'" HEAD FLASHING FLASHING,APPLY NEWSHEATHING TAPE EMBED BOTTOM OF THE HEAD FLASHING 4 0 676 COLUMN OVER DIAGONAL CUT SEE DIAGRAM. AGAINST THE PREVIOUSLY APPLIED SEALANT(FLASHING GOES OVER SEALANT). (.:J JAMB FLASHING I EXTEND HEAD FLASHING BEYOND EACH o EXTEND JAMB FLASHING T4 1 JAMB FLASHING,FASTEN IN PLACE, ate.0 z OVERLAP SILL FLASHING. EXTEND ,` NEW HARDIE LAP SIDING WITH 8' JAMB FLASHING 8-112'ABOVEx _ REVEAL OVER TYVEK AIR INFILTRATION �y ROUGH OPENING AT HEAD.TUCK (I BARRIER OVER 112"'CDX PLYWOOD � TOP OF JAMB FLASHING UNDER f " "" THE FLAP OF WRB AT SHE HEAD, � A �o NAILED @,4 O.C,EDGES AND 6 IN THE BEE DIAGRAM, , FIELD WITH 8D RING SHANK 276"#2 SYP @ 16"O.G. (DWEATHER RESISTANT BARRIERWRB z APPROVED WEATHER BARRIER OVER USB AT A 45 DEGREE ANGLE .01 00 CAREFULLY CUT THE BARRIER ON A SEALANT12 m DIAGONAL. GENTLY RAISE THE TOP '` INSTALL 4"WIDE SELF-ADHERING EDGE OF THE BARRIER UP AND SILL FLASHING MEMBRANE FLASHING OVERLAPPING I , 518"TYPE'"X"GYP.BOARD 4"CONC. LAB WITH FIBER TAPE THE TOP CORNERS AND `" N DOOR I S C FRAME BY 1�4 AND 1"BEYOND DOOR JAMB g w MESH REINFORCEMENT FIN( HED GRADE CENTER TO THE EXTERIOR WRB SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, o. SURFACE ABOVE. PLUMB,AND EVEL CONDITION. USE CORROSION . INSTALL CONTINUOUS 5 RESISTANT FASTENERS. FASTEN WINDOWS PER z 2"X6"°#2 BORATE SYP.. � " _..w..m " " (� " t � �� WINDOW MANUFACTURER SPECIFICATIONS. "' � � � r4 m V Ln � &2� SEAL-SEAL FOAM GASKET INSTALL 4 WIDE SELF-ADHERING W Z SECTION A-A MEMBRANE FLASHING OVERLAPPING A a I3 THROUGH WINDOW JAMB DOOR FRAME BY 114" o 0 CUTI ¢ ,o,�� � 0o SEALANT BEAD I V`e m LINE BEHINDMOUNTING CUT WEATHER BARRIER I � � IN AND `-� „ FLANGE. INTERIOR VIEW I � 4 CONC.SLAB WITH FIBER SIMPSON ABU66 TOP LEFT CORNER OF WINDOW AROUND JAMBS i MESH REINFORCEMENT AT POST BASE KI SET THRESHOLD IN BED OF SEALANT �- - Li PROPOSED 4"X24712" • * Date 09-29-15 (2)#5 BARS CONT, CONCRETE FOOTER WITH(2) FLASHING . 6 1 #5 BARS E.W.(TYP.) 2' WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. Scale AS SHOWN W z •�— FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, Job 11143.1 TYPICAL WALL SECTION 21A3.1 - COLUMN AT CARPORT/PORCH WINDOW INSTALLATION DOOR FLASHING INSTALLATION AND DETAIL Sheet SCALE; 1"'-1'-0" SCALE: 1"=1'-6" SCALE:N.T.S. All SCALE:N.T.S. o m • r� r� V Bed Storage sti Dining Laundry 3 Bath 2 • !'�"� Pantry 1� Free U Draw Return ,2"X2Z"x48. 14 Master T WIC T-4 Master Fath t6x1f 4-4~ Kitcht nr Lvir� Q Master V Lij A,momMomzujJ momm dowc Revision Notes v15. - new I 1024 Main Street Atlantic reach Ft. Mechanical Plan Scale -111= 1 Drawn by. mo Drawing No. HVAC Notes HVAC Notes HVAC N :5w 1.0 Design Criteria 5.4 Ver. 5 of then sidential code requires our fire rating when the fire separation distance i less than five feet. 11.0 BuildingSpecifications �, q es a 1 h ng sep s r Ver 5 Florida Building Code Therefore, the bath exhaust outlets cannot penetrate the eaves when the "FSD" is less than 5 feet. In those Ver 5 Florida Mechanical Code instances the exhaust. .. grill be cx_ tonded to the front or back of the structure. Alternatively, multiple bath exhaust Ver 5 Florida En r Conservation . Energy Code ducts may connect to a single 0 inch roof penetration.. These ducts must connect in a staggered. arrangement BUILDING SPECIFICATIONS C� c � ACOA Manual J 8th edition off set by a minimum of two duct diameters. The roof penetration point will be selected by the hvac contractor .. 0 ACCA Manual S n m n - visible " ' a _d ...est _ of b _ from the front of the House. The roof penetration will terminate with a � vent. Neighborhood-Lot 1024 Main St AB 0 ACOA Manual L) 200 -2014 Rev,. Conditioned � ,1218 � W � � I- AC`CC'A Manual T 5.5 Ver.5 of the FR requires that all bath exhaust fans have a minimum airflow of 50 cfin. The specified bath ' Cr/- Z ens arc: listed in the table below. exhaust f Conditioned Volume 109962 4-1 - 2.0 Installation Notes 2.1 Equipment connection shall be verified with manufacturer specifications. BATH EXHAUST FANS - 12.0 HVAC Systems U T- 2.2 If any equipment is to be located in the attic then FECC - Ver 5 R403.2.4 requires: ASHRAE 62. Exhaust Airflow t II U 4-1 00 2.2.1 The service panel must be located within 6 feet of the attic access ASHRAE 62. '1 r 2.2.2 A device installed to alert homeowner or shutdown the unit when the condensate drain is malfunctioning. Exhaust Fan - HVAC SPECIFICATIONS � � 2.2.3 The attic access opening is large enough to replace the unit. Secondary Exhaust Fans Broan AE80B or equivalent �� „� 'is . » System � J 2.2.4 A notice is posted on the electrical service panel indicating to the home owner that the air handler is located y _J in the attic. .manufacturer Trane 6.0 Return GrillsC�3 Condenser 4TWR4024D 1 t be located in t t F 6.1 All return rills are to be Aluminum louvered style. Stamped rill's are not en-pitted. 0 2.3 if any egliiprrtc�nt is o o he attic then FRC Ver 5 M 1305.1.3 requires. g ty p g p 2.3. 1 An unobstructed passageway large enough to allow removal of the largest abject - the passageway shall be Air Handler 4TEE3CO2A Z 2 All return - +�, rills are to be H C RCB rill r:Air .B. Substitutionsm r level with. continuous flooring and be at least. 24 wide and not more than. 72 long . Also a work space ing & C Grilles o Guide RAC . must be approved in advance. SEER 14 front of the appliance shall be at least 30" wide and 30" long. A light fixture with receptacle outlet controlled 1 8228999 by a switch at the passage entrance is also required 7.0 HVAC S ecificati ns �] Toms 2.07.1 All rooms with n 8x4 grill will.. require an OSD grill similar to H&C A61. 1 OBD or Air Guide CB-OB-1 . Totala tics Btu 21 ( 3.0 Air Distribution Substitutions nn st be approved. in advance. , construction and sealing to adhere to the sealing and mechanical attachment requirements.� All deet system. eon �g, q Sensible Capacity Btu 16,550 specified in. the SMACNA standards. 7.2 All duct board imensions are internal dimensions. Use 1.5 inch duct board apneas specified otherwise. I-1 . p p eat Circuit 5.0 ihandlers. 3.2 All duct sues list's are clear Inside dimensions. 7,3 FMC Ver. 5 - 603.1 .1 - must provide a 4" minimum clear space around_ a it air _ Zones 3.3 All flexible duct runs are to be cut tolength i_ h a maximum of 5% greater than the span length is permitted. 8.0 HVAC Zoning Trunk T 1Size 14" 8.1 All supply zoning dampers shall be Honeywell ARI)**TZ style or equivalent. 3.4 All connections to be sealed with UL181 approved mastic. 'Pape is not permitted as the12rimary seal. 8.2 All zoning system will have a bypass duct and damper with the duct size shown on the drawing, 3.5 leo crimping or crushing is permitted at any point. •�.3 8.3 The bypass darr,per will be a Honeywell TrueZGNE Bypass - CPRD or equivalent. 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected i on the sides; top or bottom of the box. No secondary ducts may be connected to the ends of the mixing box. 9.0 HVAC Filters 9.1 All air Handlers will be equipped with a low static filter assembly. One inch pleated filters are NOT permitted. �•■•� 4.0 Supply Grills 4.1 All supply grills are to be louvered style. Stamped grills are not permitted 10.0 HVAC Legend 4.2 All single throw supply grills are to be H&C A611 or Air Guide CB-1. Substitutions must be approved in advance. . / �•-./ Flex Duct with R-6 insulation Rigid Duct - Fiber Board - all duns are ID 4.3 All double throw supply rills are to be H&C A612 or Air Guide CB--2. Substitutions must be approved in Pp y g advance. .51 H&C A611 Single Throw Supply Grill or Equivalent 12x H&C A612 Rouble Throw Supply Grill or Equivalent 4.4 The .gill sizes listed in the Manual D or in the drawing may not be changed without prior approval. x H&C RH45 or RCB Return Grill or Equivalent g � q 4.5 Grill locations may be altered to accommodate nearby trusses. AHLT Supply 0 AHU Return 5»0 Exhaust and Ventilation » T . . A* Honeywell TriieZ€�NE Bypass Damper or equivalent . _ �. . 8 -,'0 Duct Size Symbol _ 8" at the eave. The other end of the duct will connect directly, to the return plenam. There will be-a LLJ hi=tral Balaneint er and a ?4ormall,- @4oged Power Open datnM installed in the dttet at the air handl (0 Supply Flex Duct Floor Penetration 0 ......I ftir tO ell'tel. 0.1-T1rW4ien the system. . .......1 ..... .. Return Flex. Duct Floor Penetration I'Ventilation Off" shnt off switch located at the air handler to permit mminal o-verridc7 Z .�^ Manual Balancing p Dain er < f) 1 • . Mechanical � � � �' Thermostat C� 5.2 The Ver, 5 Florida Code 505.2 requires that Exhaust Hood systems capable of exhausting in excess W of 400 efiin steal l be provided with make up air at a rate approximately equal to the exhaust air rate." s Supply Cone Damper I OPC U0 =J Consequently if the kitchen exhaust exceeds 400 cfm revisions for snake a air are required. W q ;� p .� q Two way grill. EXCEPTION: more than 400 cubic feet per minute but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living space of the structure. 1 Wall grill W ( Secondary Bath Fan > 50 efin _J 5.3 ASHRAF 6-2.2-12010 will be acevillpt 011too Th . ASHRAE 6.2.2 Ventilation Stith lean exhattst ' CIS Round Galvanized steel duct, R-6 ins,, all dims ID lkF- Rect Galvanized steel duct R-6 Ins, all dims IDC-k 0 +� Fresh Air NCPO & Manual hampers 0 tJ Ll JOB COPS' THIS PLAN MUST BE ON JOB SITE FOR EACH INSPECTION LEVY N -_ I N LL- LT E m Tj W j FRO,fECT z LOC A. ON w �^ u J 'JEST 9TH STREET w T LLj Lu LIJ Cr N89002'00))E If) Lu � LUo Cly . 81XI 51 DUMPS 0s 7.5' BUILDING RESTRICTION LINE 31.82' t� 3:93` I �I I I r a CY-1 r.� � III C' I I CONSTRUCTION PARKING Q AfC PADI m BORT O LET �.0 WILL 9E IN FRONT YARD � S q 1 - c, L I c3 PROPOSE I— I 1 m CONCRETE ATLANTIC BLVD.. I I DRIVEWAY � t_3 r L4 0 I _ PROPOSED i ' a .c x_ I STORY RESIDENCE cr, c I I r C-nIEF EL � 11,17 I ' _ VICINITY MAP IFn N.T-S. .. ch, Cl , — W (bQ PROPOSED SITE STATISTICS N co , I _ SQUARE ACRES PERCENT IJiNG RESTRICTION LINE 20' FEET OF SITE 7.5 EtJI1..- h PRUPOSEJ SI 1 E AREA 100 SE OJ 17 AC 10OLD", !' LLI BUILDING FOOTPRINT AREA 1.702 G= 0.001 AC .OtU ► -- - —. w CON,"'RE AR'A L4:T3 S= w.1�'i9 AC , ,. Q -r- U) S890 00' TJ - U _ O. L1.,PEP,1 ]S.AREA 2, 1 u: T.OT. A X9.0. 101.77'FI = ' T O 1 V+! LD TOTAL PERVIOUS AREA 0 033 5 0.070.AG z Lu LOTa_ LEGEND U TREE TO BE REMOVED Z C1 0 SITE AND CONSTRUCTION ANAGEEN PLN �- i � . z TREE PROTECTION BARRICADE � a SCALE: 1 J 0 SILT FENCE > E: a' �z w Lu Z t� c' r INSTALL'SILTSAK`ASSEMBLY OVER EACH EXISTING RECEIVING INLET PRIOR TO SITE a � CO C- P WORK AND LEAVE IN PLACE UNTIL AFTER Cn z CONSTRUCTION IS COMPLETE � "" `° T, LOT C < DRAINAGE FLOW ARO � 4 o � -0 I PROPOSED DRY RETENTION ARE . 7 � PROPOSED SPOT ELEVATION > , C R1 .m 10,5 -j EO :OI1-9,5 CONSTRUCT 80'LONG co a) -_ >r-REQUIRED TREATMENT VOLUME 247 SF �� T , , OVERFLOaf' 7r`ALES=0.215% `-,° o PROPOSED T (4- ATTACHED DRAINAGE CALCULATIONS] PORTLAND CCEMENT 0p i�1 i A I?RNE��AY t�" � ui 77 102. 00 7 Psi THICK AL-0-F HER AREAS) (102.0 'EIEL_D) ui Q -�as ani —flsi--asi- 851------HSI,.---$sb_—.asj—ff�—aSf_°�Hsi_asi°._....$slS�—fl .°... .._—_ - - --- ESI....,,,..1152 1 - _ I HSl.-._...-HSi.w.--1151 flsi�1151�.8c3.�9s1�...�.flSt HSl flSl 851... .,-_851- r, �� ^ t Lu ' �Ca y 2 12'STABILIZED I'. 0 DIRECT ALL ROOF RUNOFF o SU99ASE ®BRAT TO RETENTION AREA(TYP ' w I I C t,l r _- CONCRETEPAVEMENT SECTION CD N.L N.T.S. 9 I SS I S:15S w Gby :>, OPTICNALPOST POS[ IOT,.d a x y , PROPOSED 1 CD 11.00'S E. 1 �' y L, C31 r _ C. - STORY RESIDENCE 10,90 80 - i C y[ F E � 11,17 / f r MATCH EXISTING ING GRADE � s`7 r � V)z 10.7 ,FILTER FABRIC o _ 1,0 STEPF-1 wp ] -- II S SILTrtt',7Lu SIL.FLs=,e, CITI i O 11.0 LATER ,�' • Lu Ir _ - ^" -ROOF LINE T='R. =10."Q —_ — _ ._ i I' I— 0 U) ' II- ISI, [, Ii, r I ! 1 x [L re • -� -II LU 10,80 w 1D.90 _ , _ —TS w Lu �, 0 . ' ... * ... POST r I2 X "(R L 14 h^IIN.UIQ. w z : .�.,.-W° -`TSH—TSE 16"`TS33""°�?SE" f5E '-TSB -"`TSE—TSB T H 7SB m ".r --� �.�. X O SB s-"TSE -°-Ts$---TSB—TSN"'"."'"T$—TSS""FTSE TSL 7SB TS➢ TS8 _.. -_.. - _ —TSD TSB TSE TSE-*"r4.zSB T - _-_ _ 4.E v a'OOG�STEEL`.33 901 „� - - - FT.I I I - - - S MAX, 7 77 102.00) (S 9°06'31" 1 '1101.77 ElELD) 0 Uj II £ Date 12-30-15 LCAT 4 - _ - _ _ _ FILTER A RI0(IN Scale AS SHOWNLu "OhITaR;:a.4 . iT SEC,985 FOOT SPEC.) Job �Q a � c h DRAINAGE AN SEDI'�ENT CONTROL PLAN TYPE III SILT FENCE DETAIL t m 0.2 SCALE. 10' N.T.S• 4A A0v o u- OZ imp OFFICE COPY LEVY ROAD _ ? k `1 W E TI PROJECT LOCATION W - E Lu _ WEST 9TH STRPET ` W Lu _ � N8 02 'C 10 . 00 w Vim, Ll! r 8°X161 DUNAPSTER 0 r 31.82 3. 7.5' BUILDING RESTRICTION LINT a 3' 0 I I CONSTRUCTION PARKING T I a`C PAD ! PORT-0-LET0r1LL BE IN FRONT YARD I I zPROPO71 SED CONCRETI - ATLANTIC'BLVD. d I I ' DRIVE` AY 2 v)C> I STORY RESIDENCE .. I w >– d Z VICINITY MAP I FF E. = 11,17 > , i NLT,S, rn � r I ' C I PROPOSED SITE STATISTICS ' I j rrBB. I V SQUARE ACRES PERCENT I FEET OF SITE 0Ito 5 20 7.5' BUILDING-RESTRICTION LUNE - '"�' N PEt1P} L)SI I AREA ,108 SF 8.19'r.AC 10G W1`'a W f CC _ � I BUILDING: O°PRINT AREA. 1,762S7-- 0.041 AC �6 0 SF w � �- Q CONCRETE ARE, 4` OL6 AO 8�',IW I r, .., ,. "O'AL cc vi WIPER rIQUS AREA �,.,�Z S# �.L G � a 7 , r 102- 00' S- 89`02 0 _ _ C4 d ( -0 '31"W 101.77 EI I=LD) TOTAL PERVIOUS AREA 3; 88 S 0.070 AC 60.51 040 z Q L LOT 0 TRIslaREMOVED w L U z TREE PROTECTION BARRICADE j , SITE AND CON TRUCTION MANAGEMENT PLAN �- — J o - SILT FENCE " ' = SCALE: 1" 10' u_ INSTALL'SILTSAK"ASSEI6LY OVER EACH I v ' M Z EXISTING RECEIVING INLET PRIOR TO SITE u � o ��ORK AND LEAVE IN PLACE UNTIL AFTER0 ' z j 1 - CONSTRUCTIONEn IS COMPLETE ,� � r LOQ DRAINAGE FLOW ARROW � °' cccl 0 PROPOSED DRY RETENTION AREA PROPOSED SPOT ELEVATION z a (nz BOTTOM=9,5 CONSTRUCT SO'I.ONC REQUIRED TREATMENT VOI UME 1247 SF OVERFLOWS"BALE,�'S®0,25�o PORTLAND GEN, Ni F THICK H i DRIVE'*IAY I4: �w PROPOSED'REATN,EN T VOLUME-1,256 SF TRICK Al'-01 HE AREAS; s _ Ln (SEE ATTACHED DRAINAGE CALCULATIONS) , CONCRETE,30CC PSIwn N89oO2'0017EJ. - rz IR -. -- aS.l as, HSS==--asi---w 8S1-.�..e,-&Si. ...flSk H$:�951 BSr Si....._.®HSS aSts.^--.7, --HSS .,._...HSI. RSL--aSl -- H51-�aSl _ _ - } -.. St HSL- --.a11aSl - - co -. asis Hsi--�HSS asi-asi a ,737 - ..,.- ,.., L-1^5 L`uTAI�ILIE� >r 0 EASE LDR-0 v. L 0 DIRECT ALL ROOF RUNOFF _ NT— J AREA{TYP.`: C 0 ORETE IC ! CONCRETE PAVEMENT SECTION u � --.. V "' OPTIONAL POST.C,�I ICV._ a t OPTIONAL �7 _ 5:188 S�.155 ry - 1 I,OU STEP 1 "9u ;Cn PRf=vt I E S-EDsTLLu r PROPOSEDI' ' N COU v _ STORY RESIDENCE 0 4 '�... n n r r r - - B3 V-uYom +- - FF EL � 11.17 uj Ln cn x T _ - Ln z 0 Lu 1U.7Ci. MATCH E I5;INO GRACE f 1 HLI EP FABRIC w Il � U f 11.L}0�STEP moi. 1 SILT FLOC 0 STEP CD, +* wun G_ in W..� ROOF LINE 111'P,t —� ®a I IRIM7 I I 1=1�= L -111E x n 16.90 —1Q5,0i _� 10.8[1 N POS�(2'X 4'OR 1.2 kylN.DIA, t : ,,,`= i `' ♦ TSB—TSB -�--TSa rsa . , WOOD-STEEL .SS MITT.hall 4 t -. —T - -ITS - —`SB—TSH—TSB—TSB—{rn—Tsa —ssa-�tsa—rsa�—�Sa rsa�rsa --TSB-�°—TSH- `—TSB ase-TSA�—rSB rsB—TSS sB . S"N1A�(. � FIGC�PY' 1- o , 102- 00 spq02'00' W -- S 80'06'31"W 101.77'I=I1=LD} r—I II t II �� I I Date 2-30-;. _ J 1 FILTER FARIC,;II, scale AS SHOWN Ld LOT � � OR r MCE�,T , SEc 86 FT SaE,C. Job z I 7 Sheet o o TYPE III SILT FENCE DETAIL DRAINAGE AND EDIIVIENT CONTROL PLA O C> v.T.S. >- SCALE:1"=1 ' I