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HomeMy WebLinkAboutBUILDING SITE PLANNDEX: COVER SHEET 1.0 SITE PLAN 1.1 PROPOSED FLOOR [IL AN 1.2 PROPOSED ELE1.'lf'."[K)N S 2.1 FOUNDATION PLAN 2.2 ROOF/ FLOOR FRAMING PLAN 2.3 STRUCTURAL NOTES & DETAILS 2.4 DETAILS NEW GINGLE F�r`II�Y l�=EeIEDENCE CODES ALL WORK 12331 BOB GARNETT S INDIAN RIVER DR JEN5EN BEACH, FL, 34957 SHALL CONFORM TO THE FLORIDA BUILDING CODE 2017 6TH EDITION, 2014 NFPA-70 (NEC) AND ALL OTHER APPLICABLE LOCAL CODES. NFPA 101 '"(2012 EDITION) AND THE FLORIDA FIRE PREVENTION CODE (2017) AND REVISIONS APPLY WIND SPEED V ult = 170 MPH V asd = 132 MPH RISK CAT. II EXPOSURE "D" CATEGORY: ENCLOSED CONSTRUCTION TYPE V—R-3 NEW SCOPE OF THE WORK NEW CONSTRUCTION: SINGLE FAMILY RESIDENCE W/ SECOND FLOOR COVERED PATIO AREAS NEW COVERED BALCONY/ PATIO 961 SF NEW LIVING AREA 961 SF NEW TOTAL_ BUILDING 1922 SF NEW AREA UNDER AIR 961 SF REVIEWED FOR CODE COMPLIANCE ST. L.UCIE COUNTY BOCC: FILE COPY m 0 rn E W\ > o� Q� a T Lu o W z Q v w 3 c0 N ..a Ua�i0�n3 y = O a) o N 0 E u� `aa< c o 2 > OW C ��d1 N L LL d ai !n 7 U PERMIT SET, r w00o rs- w 0 LLJ N ��L�� (�=Z W N zF-QO-o co�wo owF0Z N < no 2 Z(ro=o N 0L , NNa_Nm N 0 LNiJ Ofof_ N W r ~ �wQwo a z N N a` 0 E 0 E W W Z EU1 u W ti co C � c\2 �Y �o I� I r. WW abco a�� E Z �D E W LEI z �w z �L v�LJ W � J W Q z m o U) v z o r W 2 a �J LL N Lij u \\ Scale: AS NOTED Dote 8-20-18 Sheet COVER OF 8 11-12-18 Nrl )EX: REMOVED, SEE SURVEY , . 1 . . .-. - - - - -- -. - - - ... 1.2 PROPOSED ELEVATIONS 2.1 FOUNDATION PLAN 2.2 ROOF/ FLOOR FRAMING PLAN 2.3 STRUCTURAL NOTES & DETAILS 4 T 1 3.1 DETAILS SHEET ADDED Ill". mmiliq ✓ 12331 1 BOB GARNETT 5 INDIAN RIVER DR JEN5EN BEACH, FL, 34957 SIT, LUQE COUNTY CODES ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE 2017 6TH EDITION, 2014 NFPA-70 (NEC) AND ALL OTHER APPLICABLE LOCAL CODES. NFPA 101 (2012 EDITION) AND THE FLORIDA FIRE PREVENTION CODE (2017) AND REVISIONS APPLY WIND SPEED V RISK CAT. EXPOSURE CATEGORY: V ult = 170 MPH asd = 132 MPH 11 „D,> ENCLOSED CONSTRUCTION TYPE V—R-3 NEW SCOPE OF THE WORK NEW CONSTRUCTION: SINGLE FAMILY RESIDENCE W/ SECOND FLOOR COVERED PATIO AREAS NEW COVERED BALCONY/ PATIO 960 SF NEW LIVING AREA 960 SF NEW TOTAL BUILDING 1920 SF NEW AREA UNDER AIR 960 SF NEW VOLUME UNDER AIR 9600 CU. FT. 70E) L!u a a� 1 N o, 7 ® U Lu `V m p1 N c .� u � A�_ ui ,; wo Cl- PERMIT SET, 2-19-19 FWSLI) 0( \ \ Zj N NZN Z~Qa0 2 QOa VWo z Z O N a � o�cn Ld ��z w \ < LLJ c �p=O NaQ �wV) m Ld L WW u m 5 0 ����� c) V)0. } O _- W Q � O O Z m i 0 E 0 E 4 WZ � o o ��W•dcoC� qC\2 f� xWcc) aiLblo w r Z s. 5 w wz U w of u� Ld Zz e Q w o0 o z W Eo NJ E v < Q V)a. CD LL N N 0 A° e 11" N Scale: AS NOTED Date 8-20-18 Sheet COVER k1lilzm OF 8 INN P► I I I I I I I I 1 1 I 1 I 1 1 1 t 1 I I I I I I I I I I I I 0 w I W � 0 � I I , N-) L j 00 r Ln N I I I I N z 15' RE z SETBAC CD ---------------------- N I I I I I 59' I I I I I I I � 1 VACANT LOT (282.85) N 65D 20' 19" E DEED) 273.97' — — 1o' ISD — SETBACK VACANT LOT 75' WELLHEAD RADIUS LINE PROPOSED NEW 1000 GAL SEPT - - N 65D 25' 03" E FIELD ®TEMP WELL, ------------------ TO -BE ABANDONED PROPOSED NEW 375 SO FT TRENCH ----------------------- I I I I I I I I I I I I I I I i ----o i 25' FRONT 1 , SETBACK o PROPOSED NEW31 DRAIN FIELD I TWO STORY NOTE FF TO BE RESIDENCE MINIMUM 18" X17 ELV ? NVGD, TO \I I ABOVE CROWN BE VERIFIED, t w >r Wal CD 00 00 0 Lf') N cn 00 00 VACANT LOT I ; Ur NUAU 31.0"75' WELLHEAD ;WATER SYSTEM, RADIUS LINE F7, - 50 !PUMP HOUSE 1 ------------- ;METER - j , 75 WELL `---- 3 o L ,--------------------------- — — ------------------ ---------- GRAVEL�r`�_ _: .� WELLHEAD TO \...:.;,. ., ..\ 10 IDE — — — — — — — ------ NOTE: -DRIVEWAY \ .:'.::.I:...::.-...;.\ — — — — — — BE IN 'CLOSE PROXIMITY, - - - ------- '\ SET ACK — \\ (EAST SIDE) TO PUMP j '`� �`-�----- -- 273.64' N 59D 31 19" E FIELD \ HOUSE STRUCTURE ----- — -- — — — - J' 15' ROADWAY -- — — - EASE ENT — ——(283_81 _L- Q--3-�'---i 9 "E ©E�� — - ;1--- -- - - -- - - -- - --- - SITE PLAN INFORMATION ON THIS PLAN OBTAINED FROM BOUNDARY SURVEY BY MCL.AUGHLIN LAND SURVEYING, INC DATED 5/28/92. AND HAYHURST LAND SURVEYING, DATED 11-29-18 N i I I I 1 I I I I I I I I 1 I 1 I 1 1 1 1 1 1 1 1 SCALE: 1/16"= i'-0" lid 3 } Ld DO O WoC)z O\ �w0Nw ��LJ:� N 0 T Z W n ZF- Qa- o QOULZm Z 0_ W p } Z F : z a J IL zwo aoo a ZXo o D_ W p W N .> - W WEnDmInrh W W pW[if >> Of o = X Z W L I—W¢xO z LLI U wz LJJ z_ U� > r) LJJ Ejoo J LL z m W oQ Z _w m a o v; Z Q Q LLI �� r7 a a / r� D LL z N LLJ 5 0 �LNa ==�Qaw 0 ST co A d _ g oiS U w 0O J ® N N N NEIGHBOR'S a o a a 16 WELL ` a a Qw ma h �� u a Q) u CL Co �n (n O 0 Scale: AS NOTED Date 8-20-18 PERMIT SET, 11-12-18 Sheet 110 c c 3'-10// 7 —V 1CJ L IMPACT DBL 3760 HR RESISTANT EGRESS g' ,LOSE / �.USTIIM,� DDL 3'0x6'0 DOOR IMPACT RESISTANT cu UIL LIVING ROOM CD I FIRST (U D D I Q1 VDR ESS'� D )TA�K — BATH II I H In I� II I I oa �- 7'-11" 11 BEDROOM 2/-4//2 _ KITCHE STAIRS I (U LOS / 14/_9// // WG TUB WAA�H/DAY �LIKAU ,I 7-11 1 L I N DBL� 37x60RHRSETANTGR SS BAT O O M o Mj ACT OX8'0 ESI�STRANT 16/-10// 6' _2// 31/-0// o BALCONY LANDING co ABOVE r_ 12/-0// _I NEW FIRST FLOOR PLAN SCALE: 1/4"= P-0" IME NEW SECOND FLOOR NOTE: INSTALL IMPACT RESISTANT WINDOWS AND DOORS OR PROVIDE SHUTTERS, PER PRODUCT APPROVALS N PLAN CP E m0 m� to p rn 970 (A (P 11 CD .co SCALE: 1/4" =1'-0" oo� C `� d ik C L = y C 4 N 0 (Do 6) _ 7 'E cn � oa � c 0 _>Qw OCtj LL CL N N v Q 00 PERMIT SET, 11-12-18 } If FCOD z�-Ir W Co zQaoa0O oWw� a) zW��z N Q0�w� c � a O ~ O N FA0- N m a> �dw LLJ �wx�x rn (L >- wQX F- O o z N N a` a a m E z E a� rn o o W 'd CO C\2 � � C\2 (YQ� �M I c WW �� I Q).i U Q)'-v-'o4� —� o co ® (z H 0 �a LE-1 CU i-iOQa v t)D it Lt. bD U �_j z u� w W � � J L oQ _ W a m v) z w Z Q Q �z e o I N W a LL f � Scale: AS NOTED Date 8-20-18 Sheet 1 1 OF 8 c 3'-10// 1 C) / -) // DOOR SC�4ED�LE MARK QUANTITY SIZE (wxd) OPENING SIZE REINFORCINCs tYPE STYLE IMPACT REMARKS D-1 DOUBLE 310" X 8'-0" SEE SPECS EXTERIOR PER OWNER YES FRONT EGRESS D-2 SINGLE 310" X 8'-0" SEE SPECS EXTERIOR PER OWNER YES REAR EGRESS ➢-3 SINGLE 2'S" X 1'-0" SEE SPECS INTERIOR PER OLLNER NO PROVIDE 29" MIN. CLEAR OPENING D-4 SINGLE 310" X 1'-0" SEE SPECS INTERIOR POCKET DOOR NO - D-5 DOUBLE 2'0" X 1'-0" SEE SPECS INTERIOR PER OWNER NO - -- DOOR LANDING, DOOR WIDTH (3' MIN) X 3' MIN PERP. 7 — V 1() L IMPACT OR 37x60 HR RESISTANT EGRESS g• LOS / DBL 3'Ox8'O DOOR D-� IMPACT RESISTANT I UST M a �� Cu UILT LIVING ROOM a o RRs�0' � D^ I m DR WH, TANK ES N We$ -- D-3 D-3 — BATHROOM I _5 II FFAHIn I. oa -A'q 7'-11" D 3 3/_9// EDROOM 2'-0// KITCHE STAIRS C11 D-4 LOS / 14/_9// �D TUB WASH/,DRY T-11 D-3 .I � U I L I N DBIL�37CT RESISTANT xW HHR EGRESS BAT O D M o IM3'OXB'0 PACT DO RAT D-2 9/_0// 16/_10// 6' /_2// 31/-0// o DOOR LANDING, BALCONY LANDING ,I co DOOR WIDTH (3' MIN) ABOVE X 3' MIN PERP. I 12'-0" NEW FIRST FLOOR PLAN SCALE: 1/4" = V -0" 0 m NEW NOTE: INSTALL IMPACT RESISTANT WINDOWS AND DOORS OR PROVIDE SHUTTERS, PER PRODUCT APPROVALS SECOND FLOOR PLAN N SCALE: 1/4" 21'-0" PERMIT SET, 2-19-19 r oo �cn- Of o0Nz N C�LLJ CD 2LDw- N Z~Q0-W 2 QpUw0 z z o�zK2 o a o���Z w 2 zap w �' � apz Of o=0 in o �ackf N D w � 5 of �Wot � Of � CL12� a 2xZ WL� Fw¢WO o Z M N D 0 E 0 E ti WZ a� o o U) " Q n�W'v c'��� r,� 14 � VO1 1 O co I � I r-I W W c�'o co Q) ad z• � � Im — �: L Z w wz J w u�Lij > zz w J o0 z Ld ��E i J d /</E� a CD LL r (n m Scale: AS NOTED Date 8-20-18 Sheet 1 I 1 OF 8 TOP OF WALL 11'-0" 2nd FIN FLOOR, 10'-O' TOP OF WALL ,I, 0'-0" TOP OF SLAB SOUTH 19 ki, 20'-0" TOP OF WALL 11'-0" 2nd FIN FLOOR,, j Ir 10'-0" TOP OF WALL ,L 0'-0" TOP OF SLAB 25'-4 NRH 20'-0" TOP OF WALL 11'-0" 2nd FIN FLOOR, 10'-0" TOP OF WALL .L 0'-0' TOP OF SLAB PROPOSED ELEVATIONS SCALE: 1/4" = V-m" 19 19 EAST WEST PERMIT 11-12— SET, 18 w CZOOO �wO1nW K LLJ � LLj (A Qao zF QpUW0 Of P w o}z1--M Z3 o W O � Z QO:Ld �i C D- O O CD n w Ld N 0- (n m > N Ld Cnw LJw O w w L _ Of Cf) F- O I=— W Q Ld Z W a �wb��� o Co �� m0 �a xWComto o w E �Z 0 z 1 D W F- W U W �z O z_ oLn LLJ � J L.L. �— z Q= m a E Ll— _ vi Z o z � W 1) Co o N Ld Scale: AS NOTED Date 8-20-18 Sheet 1,2 OF 8 2D'-0' TOP OF WALL 11'-0' 2nd FIN FLOOR, 10'-0' TOP OF WALL I 0'-0' TOP OF SLAB NORTH SOUTH 19 M 20'-0' TOP OF WALL 10'-0' TOP OF WALL 1 0'-0' TOP OF SLAB 2s'-a' 20'-0' TOP OF WALL 11'-0' 2nd FIN FLOOR, 10'-0" TOP OF WALL I 0'-0' TOP OF SLAB PROPOSED ELEVATIONS SCALE: 1/4"=1'-0" 19 IV, EAST WEST PERMIT SET, 2-19-19 } Ld 00 a; wCOO O in ~ W O (n W N 00 r NpLum N N L+d0xUl z~Qao li x U ZL'J p � p O Z� Ld Ld O N Q a Q) p Lof z Z a U w Ld LD \ p O Z H 0-�m z Q y LLJ CoW LAW to � x p a UO LLJ F- V)IL Cr 0 �wQQO z w wz Cr LLJ w �— Of z z w E0 z J z �J w N (� Scale: AS NOTED Date 8-20-18 Sheet 1,2 OF 8 TE-16 II 4" THICK II II II I I OD W/ OF ON APOR 5ARR1C. 5LA5,2500 PSI OVER CLEAN, L POISON TREATEDSOI�PAGTED � I ICI Lu ICI II II I II I I FOUNDATION PLAN NEW 4" SLAB W/ T+ 41GKENED EDGE SEE 5GHEDULE FOR 51 ZE $ RE INF. INTEROR WALL_ FOOTER SCALE: 1/2 )!` = 1'—C PT WOOD BEAM SEE SCHEDULE F-24 -1CVN c�1 = BEAM BRG. ® FIELD vER FY 5 -OII l2)-3/4" DIA BOLTS F-24 F`Txx FRI WOOD COLUMN I A F-24 F-24 ❑ C] A SCALE: 1/4" =1' -0" POOTING SCHEDLIL F'c=2 00 psi MARK DEPTH SIZE REINFORCING $OTT. LONG BOTT.SHOR TOP LONG TOP SNORT T.OF, NOTE UJF-16 1'-4" 1'-6"xCONT. 1-05 CONT. --- --- --- 0'-0" TE-I6 1'-4" 2'-0"xCONT. 1-05 CONT. --- 2-S CONT. --- 0'-0" F-24 1'-0" 2'-0"x 2'-0" 3-05 CONT. 3-15 CONT. - - - 0'-S" ®' - 0" A.F.F. - 0'- 8" A.F.F. SIMPSON ABUZ66 W/ (1) 5/8" AB TO CONC B (2) 1/2" THRU BOLTS TO COL CONCRETE FOOTING SEE FOUNDATION PLAN 2 SECT ON AA 3 IC. FOOTING CORNER N.T.S. PERMIT 11-12- SET, 18 wCZDOO W O N W 0��MZ CD = Z W (n z~aao Qowa ozF-w rM ; o�C)EZ Q : w c Oa o=0 �a�~w 0 q7)CaU)O] N LLJw � LLJ LLJ a �a 0 =xZwW I -wQD'o z W Z a� H U -> U WHO 0 0) 0 CYD � WW vb Q) CrD Z*z xW� o Loa) ��b.D,,w E H� LLJ U W LLJ z- 0 - u� W w J LL- Z Q= LLJ i— z Q c LLJ o a o � z z Q - W K) Cn r7 a / II''�� D LL Z NLd Scale: AS NOTED Date 8-20-18 Sheet 2,1 OF 8 TE-16 I II II II I II T.O 0' 0 I II W/ JIF ON VA4" THICK CONC. SLA5,2500 PSI, VAPOR BARRIER OVER CLEAN, LUELL CO POISON TREATED SOILMPAGtED 4" X 60" X 36" MIN. CONCRETE LANDING PAD AT DOOR, W/ lV LAYER UUF COMPACT SOIL a FILL TO 05% Or THE MODIFIED PROCTOR DENSITY TEST (ASTM D-155-1), COMPACTION LAYERS NOT TO EXCEED 12" LIFTS. SEE SOIL REPORT BY ALLTERRA DATED 2-14-113. SLAB IS TO BE PLACED CONTINUOUSLY. PROVIDE 10 MIL MIN. VAPOR BARRIER F-24 11 \.� 5 _�I lu I C Ilu I II II F-24 II I 0 II I II TE-1(o P-24 4" X 36" X 36" MIN. CONCRETE LANDING PAD AT DOOR, W/ (U LATER WWF FOUNDATION PLAN 4" X 36" X 36" MIN. CONCRETE LANDING PAD AT STAIRS, W/ lU LAYER UAUF F-24 A F-24 FZ I DN A SCALE: 1/4" = I' -ram" FOOT I I V(�:; SC�4�) JL Pc-2500 psi MARK DEPTH SIRE REINFORCING BOTT. LONG 5077.5HOR TOP LONG TOP SHORT T.OF. NOTE UF-I6 1'-4" 1'-6"xCONT. 1-05 CONT. --- --- --- 0'-0" TE-16 1'-4" 2'-0"xCONT. 1-15 CONT. --- 2-15 CONT. --- 0'-0" F-24 1'-0" 2'-0"x T-0" 3-05 CONT. 3-°5 CONT. -- - - 0'-V" NEW 4" SLAB W/ THICKENED EDGE SEE SCHEDULE FOR SIZE 4 REINS. 1 INTERIOR WALL_ EOOTER SCALE: 1 /2" = V-0" PT WOOD BEAM SEE _ — SCHIE:DULE: —IC � �1= BEAM BRCx. A.F.F. FIELD VERIFY (2)-3/4" DIA BOLTS 6"x&" PT WOOD COLUMN 0'-0" A.F.F. -0'-8" A.F.F. SIMPSON A5UZ66 W/ (1) 5/8" AB TO GONG k (2) 1/2" TI4RU BOLTS TO COL CONCR3=TE FOOTING SEE FOUNDATION PLAN 2 SECTION AA 3 re FOOTING CORN N.T.S } DO W(Z�OO Co O � ~wo�z \ N cD=owN N ZI-aD_0 Q WWO U 0 Z Z O0>-z�2 a °� rn a 0I��Z w w `� ZaU Of F \ Z0-0Ol-Ow Z N Na- N DO M N !n LLI a- W m > w ���DF- oLd U) 6- } or x Z W w �wQ(r0Ij q w 'v E z E �F-4 o 0 C\2 0 r, C\2 Co 0 O WW vbCo I ;�z� ad w Qr PQ W W ® W C) p a xWCom� w E E' E �ZNy �F�I Ii LLJ w2 LLJ � > I— zz Q w 20 o z— W ea LI— z Q Q K J K) a (-/ LL N (n v Scale: AS NOTED Date 8-20-18 Sheet 21 1 PERMIT SET, 2-19-19 (2) 3/4" THROUGH BOLTS EACH SIDE, AS SHOWN (2) 2X 12 BEAM, 41' 11 „ SEE PLAN 2 2 7/5" HOLES, TYP. II OPPOSITE:r p�►�� SITE SPACING AT M..OPPBOLTS, Typ. Ell 0lilll 1/4" X 3-1/2" X 3-1/2"/ 11/4" X 11 SS X II" LONG SS ANGLED ANGLED BRA T (BACK PLATE) (FOR BEAM) SIDE VIEW HU212X SLOPED TO 5 ON 12, TYP. C60 e12 SS WD SCREW o 4" OC. rll(�f SPACING TYP. C2) 3/4 SS THRU BOLT , � TYP EACH MEMBER, BOTH DIRECTIONS SEE ANGLE DETAIL ROOF- FRAMING PLAN 2x4, TYP. SIMPSON SPH, m EACH VERT. TOP 4 BOTT. TYPICAL SIMPSON (2) 2x12, TYP. SEE FULL SECTION SCALE: 1/4" = I' -m" 2X6 FRAME WALL, SEE TYP WALL SECTION 2X6 RAFTER, TYP. 2x6 BLOCKING, 2x4, TTP. 012,56 WD SCREW ® 6" OC. MAX ;TER /4"X12" 2.OE LVL -a BEAMS, TYP. -CT TOGETHER W/ � 6 12" OC, TYP. E 2x8 THRUST PLATE AT SEE SECTION 4" O.C., ANGLE AT O COPULA 1'P. SEE DETAIL ROOF FRAMING NOTES I. LAYOUT IS TO SHOW THE DESIGN INTENT. 2. DESIGN LIVE LOAD: FLOOR 40 PSF ROOF 20 PSF WIND LOAD 110 MPH. 3. ALL MEMBERS SHALL BE SO FRAMEDANCHORED,TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH AND RIGIDITY. 4. GENERALLY WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 5. ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE 201-1 bth ED FLORIDA BUILDING CODE AND LOCAL AMENDMENTS 6. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. T. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. 5. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. FLOOR ALL RAFTER ING BRG WALL FRAMING W■ NIf' ROOF SHEATHING N IL INCH NTS ROOF SHEATHING: NET ROOF PRESSURES: Z 3 ZONE 1: -44.0 PSF 2 T 4 G PLANK OR GREATER ZONE 2:-'lro.b PSF NAIL: BdZONE 3: -1133 PSF RING SWANK MIN. (2) PER FRAMING MEMBER OR NOT TO EXCEED: ZONE 1 4 2: 6" O.C. EDGE AND 6" O.C.INTERMEDIATE ZONE 3: 4" O.G. EDGE AND (0" O.C. INTERMEDIATE CONNECTOR SCHEDULE TYPE OF UPLIFT CONNECTOR ALLOWABLE LOAD VALUES FASTENER FL PRODUCT REMARKS CONNECTION FORCE CONNECTOR APPROVAL p UPLIFT LATERAL LATERAL a (N OF CONNECTORS) # F1 F2 (QTY) & SIZE (MAX) PARALLEL PERPEND. PER CONNECTOR TO BEAM TO BEAM TRUSS MARK TRUSS UPLIFT (#) TO RAFTER TO WALL/ BEAM NO. FORCE A 1037 SIMPSDN H10A 1340 590 285 (9)-IOdXI 1/2' (9)-I001XI 1/2' FL10456 B 538 SIMPSON HCP2 645 300 - (6)-lOd x (6)-Lod x FL10447 USE AT CORNER HIP 1 1/2' 1 1/2, (SINGLE PLY) C 538 SIMPSDN HCP4 645 300 - (8)-Iod (8)-Iod FL10447 USE AT CORNER HIP (DBL LVL PLY) V - (2) SIMPSDN HGA 695 780 1165 (4) SDS 1/4' (4) SDS 1/4'x FL11470 (X2) 1390 1560 2330 x 1-1/2' D 1037 SIMPSON RR 130 GRAVITY LOAD (4)-IOdXl 1/2' (0-1001 1/2' FL10441 Pa = 415 E 749 SIMPSDN LUS26 1165 GRAVITY LOAD (4)-IOdXl 1/2' (6) 10d FL10655 CONN, RAFTER Pa = 1070 1 TO LEDGER PROVIDE BLOCKING a 4' OC MAX, TYP. (3) 2"Xro" SCUPPERS, TYP. SLOPE 1/8"/ FT, TYP PLAN 2"X12"a 16" O.C., TYP, I .I it lir 1 ■ • I I I u s •arm im��Em�m�� rZ4 SCALE: 1/4" =1'-O" "X12" RIM JOIST, TYP 4X4 WOOD COL. (2) LOCATIONS (3) 2XI2 STAIR STRINGER, SEE DETAIL PROVIDE (3) 2Xro COL IN WALL AT STRINGER BEAM CONNECTION, TYPICAL, SEE SECTION 2X8 STRINGER BEAM W/ SIMPSON LUC2&Z W/ ((o) 16d TO WALL 8 (4) Imd X 1-1/2" TO BEAM, SEE DETAIL lu E Co CD TYPICAL 0 1 O 00 (V i< roXro WOOD COL. (3) LOCATIONS CONT DBL 2X8 LEDGER BEAM W/ SIMPSON HU6C28-2 W/ (ro) Irod TO COL E (ro) 16d TO BEAM, SEE DETAIL PERMI 11-12 T SET, —18 w(Z'z w �w0U)w NLdCD Q z~Q0-o QOUwo >- z 1­-:2 j Ow��Z N Q LLI c o = O LLJ o 0 N a-0 DO Q) 0 W K � = N0-}0� o HwQoe0 Z 1= 4 cj 0) o o �E­1y /W�� rd Co I:', C�2 m o U O �WW0,co bwo�z� lJ 0) � r__ -0 o r +' - co cq wComoW w H Co E W U W I 0111 0L _z En �� � n W � J L M Z Q o Q Z J m ^� E z z Q Q �w n 1n CV D Scale: AS NOTED Date 8_20-18 Sheet 22 OF 8 L' . (2) 3/4" THROUGH BOLTS EACH SIDE, AS SHOWN (2) 2X12 BEAM, 41 11„ SEE PLAN 2 7/8" HOLES, TYP. OPPOSITE: 51PE: 11' ,iOPPOSITE SPACING AT M '► ► BOLTS,► 1/4" X 3-1/2" X 3-1/2"/ S X II" LONG SS ANGLED S611/4X LD T (BACK PLATE) ANGB(FOR BEAM) SIDE VIEW 1/4" X 3-1/2" X 3-1/' X II" LONG SS ANGLED (BACK PLATE) \ 1/4"X6"X6"55 ANGLED BRACKET (FOR BEAM) (2) 3/4" THROUGH BOLTS EACH SIDE, AS SHOWN PLAN VIEW BRACKET AT BEAMS/C00� 3/4' - 1'-0" D1 ROOF FRAMING NOTES Z °° 1 3 O W O I. LAYOUT 16 TO SHOW THE DESIGN INTENT. O Do \ o O— Z 2. DESIGN LIVE LOAD: 2 N N N N FLOOR F ROOF 20 PSF —. / / ]ROOF &HEATHINCH NAILINCH _ w�� N CD Z 2 W WIND LOAD 110 MPH. / z Q EL p Nta 3. ALL MEMBERS SHALL BE SOj> ROOF SHEATHING: NET ROOF PRESSURES: Q O U W ~ W z 0 Z FRAMEDANCHORED,TIED AND BRACED THAT THEY !/ / � Z HAVE THE REQUIRED STRENGTH AND RIGIDITY. / Z.3' ZONE I: -44� PSF � O E Q 5 0- (n 4. GENERALLY WALL SIZES INDICATED ARE BASED / 2 / 2" T 4 G PLANK OR GREATER ZONE 2: -16.6 POP NAIL: Z W ~ z Q a- U 0'Op W FA \ ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN 2 1 / ZONE 3: -1133 PSF O _ DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND 2 /' 2 2 RING SHANK z O J C� 0- L'_' z W o W et — WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. / 2 MIN. (2) PER FRAMING 0 V) Lo a N m N m / / f MEMBER, OR NOT TO EXCEED: p Lo W � W uj m O w � 5. ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE / ZONE 1 4 2: (n } U m N 2011 bth ED FLORIDA BUILDING CODE AND LOCAL ////%% / l/ 6" O.C. EDGE AND 6" O.C.INTERMEDIATE a C3 2 x Z W LL. HU212X HU212X SLOPED AMENDMENTS / � /,`// 1 �(/ ZONE 3: H W Q 0_ O p Z TO 5 ON 12, 6. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE / / 4" O.C. EDGE AND TYP. APPROPRIATE GRADE/TRADEMARK OF THE / Co" O.C. INTE1s0'1EDIATE ►12 SS WD AMERICAN PLYWOOD ASSOCIATION. 'SC SCREW ® 4" OC. 2 ICU SPACING TYP. 1. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL I\ BE EXTERIOR TYPE. N I P (2) - SS THRIJ BOLT , c 1 TYP EACH MEMBER, 8. ALL CONNECTORS HAVE BEEN SELECTED TO BOTH DIRECTIONS RESIST LATERAL LOADS. SEE ANGLE DETAIL ROOF FRAMING PLAN 2x4, TYP. SIMPSON SPH, m EACH VERT. TOP 4 BOTT. TYPICAL SIMPSON (2) 2x12, TYP. SEE FULL SECTION SCALE: 1/4" =1' -0" 2X6 FRAME WALL, SEE TYP WALL SECTION 2x6 RAFTER, TYP. 7x6 BLOCKING, 2x4, TYP. "12 '8S WD SCREW • 6" OC. MAX TER '4"X12" 2.0E LVL a BEAMS, TYP. :CT TOGETHER W/ i m 12" OC, TYP. 2x8 THRUST PLATE AT SEE SECTION V O.C., ANGLE AT O COPULA rP. SEE DETAIL ALL RAFTER ING ERG WALL BELOW CONNECTOR SCHEDULE CONNECTOR ALLOWABLE FASTENER FL PRODUCT REMARKS TYPE OF UPLIFT CONNECTOR LOAD VALUES APPROVAL M CONNECTION FOIE UPLIFT LATERAL LATERAL FI FB (OTY) L SIZE (MAX) (N OF CONNECTORS) PARALLEL PERPENA PER CONNECTOR TO BEAM TO BEAM TRUSS TRUSS TO RAFTER TO WALL/ BEAM MARK UPLIFT ($) NO. FORCE A 1037 SIMPSON H10A 1340 590 285 (9)-IOdX1 1/2' (9)-IDdXl 1/2' FL10456 B 538 SIMPSON HCP2 645 300 - (6)-10d x (6)-I0d x FL10447 USE AT CORNER HIP 1 1/2' 1 1/2' (SINGLE PLY) C 538 SIMPSON HCP4 645 300 - (8>-10d (8)-10d FL10447 USE AT CORNER HIP <DBL LVL PLY) V - (2) SIMPSON HGA 695 780 1165 <4) SDS 1/4' (4) SOS 1/4'x ' FL11470 (X2) 1390 1560 2330 x 1-1/2' D 1037 SIMPSON RR 130 GRAVITY LOAD (4)-IOdX1 1/2' (4)-IOdXl 1/2' FL10441 Pa = 415 E 749 SIMPSON LUS26 1165 1 GRAVITY LOAD (4)-10dX1 1/2' (6) 10d FL10655 CONN. RAFTER Pa = 1070 TO LEDGER ADD 2ND RIM JOIST AT LEDGER,/ ATTACH JOISTS TOGETHER W/ 1/4'' WD SCREW a 8" OC STAG THROUGHOUT, SEE DETAIL ATTACH (2) 2X8 TO / WALL W/ 1/2" X 6" LAG SCREW 6 8" OC STAG. TYP., SEE SECTION 4 DETAIL FLOOR FRAMING PLAN PROVIDE BLOCKING a 4' OC MAX, TYP. (3) 2"X6" SCUPPERS, TYP. 2"XI2"e 16" O.C., TYP. "XI2" RIM JOIST, TYP 4X4 WOOD COL. (2) LOCATIONS (3) 2XI2 STAIR STRINGER, SEE DETAIL PROVIDE (3) 2X6 COL IN WALL AT STRINGER BEAM CONNECTION, TYPICAL, SEE SECTION 2X8 STRINGER BEAM W/ SIMPSON LUC26Z W/ (6) 16d TO WALL 4 (4) 1001 X 1-1/2" TO BEAM, SEE DETAIL iml�Im�mlm�� � �m ► ,_, ,_, . SCALE: 1/4" =1'-0" CONT DBL 2X8 LEDGER BEAM W/ SIMPSON HUSC28-2 W/ (6) 1(od TO COL 4 (6) 16d TO BEAM, SEE DETAIL VN �40�q YNN PERMIT SET, 2-19-19 E I (� W O W 'b CO CQ � CV M0 Q) C\, � Z� I mow®Cd Q) a .. x W CCo W � Q) :E. 4. E.. �Do E W wz CD Ld ry �r q z~ Q� w o0 c z LLJ m z° Q Q J d a � Jr� L w r� N (n �6 Scale: AS NOTED Date 8-20-18 Sheet 2,2 OF 8 GENERAL NOTES I. THE CONTRACTOR IS TQ VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND IT'S CONTENTS, 2. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH THE ARCHITECT. 3. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 4. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOBSITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE. 7. ADEQUATE SHORING SHALL BE PROVIDED DURING CONSTRUCTION AND UNTIL SUCH TIMIE AS ALL MEMBERS, CONNECTIONS AND FASTENERS, AS SHOWN ON THE STRUCTURAL DRAWINGS, HAVE BEEN INSTALLED ` — � — � — � — — — — — — — — — FOU RATION TRUSS ANCHOR/ 1. DESIGN IS BASED ON A MINIMUM SOIL BEARING PRESSURE OF 2500 PSF IT SHALL BE THE OWNERS SEE PLAN, TYP RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING PRESSURE EQUALS OR X�EEDS THIS MINIMUM. (3) 2XI2 HEADER 2. REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS E LY SPACED AND W/ 1/2" PLYWD/ WIRED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. FLITCH PLATES TYP. EXT WALL 3. CENTER ALL FOOTINGS ON COLUMN ABOVE UNLESS OTHERWISE INDICATED. AT OPENINGS CONCRETE REINFORCING I. CONCRETE AND REINFORCING SHALL BE PLACED ACCORDING TO ACI-318 AND MINIMUM CONCRETE COVER SHALL BE: BEAM AND COLUMNS — 1-1/2" SLAB — 3/4" EXPOSED UNPROTECTED CONCRETE — 1-1/2" FORMED CONCRETE BELOW GRADE — 2" UNFORMED CONCRETE BELOW GRADE — 3" 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615—GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONC STRUCTURES ACI 315, LATEST EDITION" 3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND OTHER CONC SHALL BE LAP —SPLICED 48 BAR PAN. OR 2"-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF CONT. FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS. SPLICES OF HORIZONTAL REINFORCING SHALL OCCUR ONLY AT REINFORCED MASONRY COLUMNS. 4. DETAILS OF CONCRETE REINFORCEMENT SHALL. BE IN ACCORDANCE WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION", AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE NOTED. 5. REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED, AND WELL TIED WITH BAR SUPPORTS AND SPACERS. 6. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. W0Q _01 I. ALL FRAMING LUMBER SHALL Be STRESS GRADE LUMBER (SOUTHERN YELLOW PINE) WITH MIN. fb = 1100 PSF, #2 SPF AND MOISTURE CONTENT NOT TO EXCEED Iq%. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR GRADE 5/8" COX. 2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG EQUIPMENT, PARTITIONS, OR ITEM SHALL BE PROVIDED AND COORDINATED BY THE GENERAL CONTRACTOR. CONCRETE I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH - IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN SPECIFICATIONS. 2. CONCRETE DESIGN MIX SHOULD BE PROVIDED TO THE ENG OF RECORD FOR REVIEW PRIOR TO PLACING OF CONCRETE. 3. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 4. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE 2017 6th ED. FBC STANDARD BUILDING CODE AND SUBSEQUENT AMENDMENTS THIS BUILDING HAS BEEN DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM DESIGN LOADS: WIND SPEED V ult = 170 MPH V osd = 132 MPH RISK CAT. II EXPOSURE "D" CATEGORY: ENCLOSED ROOF LIVE LOAD R0 PSF FLOOR LIVE LOAD 40 PSF TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. N AL NOTES 0 a 2X6 SHIM TO (2) 1/2" OR 3/4" PROVIDE FOR PLYWD 5UBFL00Z,,X PITCH, TYP, SEE PLAN, WD FLOOR JOIST SEE PLAN (3) 2XIOW3/ 1/2" PLYWD FLITCH PLATES TYP. EXT WALL AT OPENINGS T CONC. FLO R SLAB Q 0 061 0 0 WELL COMPACTED CLEAN FILL HAND FRAMED RAFTER PER PLAN W1 2X6 T4G PLANK SHEATHING (SEE NAILING SCHEDULE) W1 WATERPROOFING UNDERLAYMENT, 30# BASE E ASPHALT SHINGLES PER NOA 2'-0" . 2X4 SILL TE, TYP. 5/8 PLYWD W/ INFILTRA SEE NAII 2X4 CONT. 1 PLATE, TYP. DRIP EDGE FLASHING OVER 2X6 FASCIA SEE ARCH T.O. BEAM/WALL TYP. OVERHANG AND SOFFET TYP. EXT WALL SEE ELEVATIONS FOR FINISH SHEATHING "ION WRAP, INC DETAIL SEE ARCH TO MATCH 2ND F.F. EXISTING SEE DETAILS S-3 FOR CONNECTIONS \BL. 2X4 CONT. TOP PLATE, TYP. 5/8" LDT BOLT ® 36" OC W/ 4-1/2" EMBED & 3X3 WASHER 2X6 CONT. BOTT. PLATE PROVIDE MOISTURE/ TERMITE BARRIER REF. FIN. FLR. SEE PLAN SEE FOUNDATION PLAN FOR SIZE AND REINF. 1 TYP. EXT WALL SECTION SCALE: 3/4" = V-0" PERMIT 11-12- SET, 18 r LL woo W N W O V1 N�o�N z ¢ d p � 0 z w W > z�� o zWF-3'z Q0=w's c 0=O 0a�l w 0 y m L Lnwui Q Lu Of Na�OpH - =-WQ�O F o z N N 0 E 0 Z E W Z � a^� oc" 0 rOCCO �HyW Q C\]: �' IN 03 Cq O F•�-I Oro rA Q'C) 'it " o r, com rZ 04 04 LEE'. Lij U wz __jw z a mLn of w `r M W ] of J �— ct� L >_ z Q U W zQ z J _w m Eo z QFn < r- w E!V MZ N L.J Scale: AS NOTED Date 8-20-18 Sheet 2,3 OF 8 NO SCALE GENERAL NOTES I. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND IT'S CONTENTS. 2. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH THE ARCHITECT. 3. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 4. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOBSITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE. 7. ADEQUATE SHORING SHALL BE PROVIDED DURING CONSTRUCTION AND UNTIL SUCH TIME AS ALL MEMBERS, CONNECTIONS AND FASTENERS, AS SHOWN ON THE STRUCTURAL DRAWINGS, HAVE BEEN INSTALLED FOUNDATION I. DESIGN IS BASED ON A MINIMUM SOIL BEARING PRESSURE OF 2500 PSF IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING PRESSURE EQUALS OR EXCEEDS THIS MIN 2. REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS EQUALLY SPACED A WIRED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. 3. CENTER ALL FOOTINGS ON COLUMN ABOVE UNLESS OTHERWISE INDICATED. CONCRETE REINFORCING I. CONCRETE AND REINFORCING SHALL BE PLACED ACCORDING TO ACI-3I8 AND MINIMUM CONCRETE COVER SHALL BE: BEAM AND COLUMNS — 1-1/2" SLAB — 3/4" EXPOSED UNPROTECTED CONCRETE — 1—I/2" FORMED CONCRETE BELOW GRADE — 2" UNFORMED CONCRETE BELOW GRADE — 3" 2. ALL REINFORCING STEEL SHALL BE NEW SUET STEEL CONFORMING TO ASTM A615—G2ADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONC STRUCTURES ACI 315, LATEST EDITION". 3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND OTHER CONC SHALL BE LAP —SPLICED 48 BAR DIAM. OR 2'-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF CONT. FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS. SPLICES OF HORIZONTAL REINFORCING SHALL OCCUR ONLY AT REINFORCED MASONRY COLUMNS. 4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION", AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE NOTED. 5. REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED, AND WELL TIED WITH BAR SUPPORTS AND SPACERS. 6. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. WOOD I. ALL FRAMING LUMBER SHALL BE STRESS GRADE LUMBER (SOUTHERN YELLOW PINE) WITH MIN. {b = 1100 PSF, #2 SPF AND MOISTURE CONTENT NOT TO EXCEED 19%. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR GRADE 5/8" COX. 2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG EQUIPMENT, PARTITIONS, OR ITEM SHALL BE PROVIDED AND COORDINATED BY THE GENERAL CONTRACTOR. CONCRETE I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN SPECIFICATIONS. 2. CONCRETE DESIGN MIX SHOULD BE PROVIDED TO THE ENG OF RECORD FOR REVIEW PRIOR TO PLACING OF CONCRETE. 3. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 4. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR 1-0 PLACING CONC. ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE 2017 6th ED. FBC STANDARD BUILDING CODE AND SUBSEQUENT AMENDMENTS THIS BUILDING HAS BEEN DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM DESIGN LOADS: WIND SPEED V ult = 170 MPH V osd = 132 MPH RISK CAT. 11 EXPOSURE "D" CATEGORY: ENCLOSED ROOF LIVE LOAD PO SF FLOOR LIVE LOAD AM PSF TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. GENE AL NOTE & IIST BRG. 1O'-0" AI 2X BLOCKING AT 4' OC TYP \ R-Iq CLOSED CELL SPRAY FOAM INSULATION, TYP. WD FLOOR JOIST, SEE PLAN & TYP SECTION FOR FURTHER INFORMATION DBL, 2X6 CONT. TOP PLATE, TYP. HAND FRAMED RAFTER PER PLAN W/ 2X6 TECH PLANK SHEATHING (SEE NAILING SCHEDULE) LJ/ WATERPROOFING UNDERLAYMENT, 300 BASE E ASPHALT SHINGLES PER NOA (2) 2X10 MIN. PRIP DGE FLASHING HEADER W/ I/2" OVERE2X6 FASCIA PLYWD FLITCH PLATES TYP. INT WALL AT 5 FT. OOPENING .—.—.—.——.—.—._.—..._—.—._.— SEE ARCH TRUSS ANCHOR T.O. BEAM/WALL SEE PLAN, TYP 2X6 @ 16" MAX, 2/-oM PROVIDE BLOCKING AT 4' OC TYP. (3) 2X 12 HEADER W/ I/2" PLYWD TYP. OVERHANG FLITCH PLATES AND SOFFET O 5/5 DRYWALL TYP. EXT WALL TAPED AND AT OPENINGS PAINTED TYP. EXT WALL SEE ELEVATIONS FOR FINISH 2X6 CONT. B077. PLATE PROVIDE MOISTURE BARRIE9 OR PT WOOD ADD SELF ADHESIVE CONC. FLOOR SLAB 5/8" LOT BOLT @ 36" OC W/ MOISTURE BARRIER, 5/8 4-1/2" EMBED & 3X3 WASHER CONT. UP WALL 6" MIN. DBL. 2X6 SILL (ES NAILING DETAIL) N& PER OWNER WALL FINISH PLATE, TYP. HARDI BOARD SIDING W/ Sd Q 61, OC. W/ MOISTURE BARRIER SEE 0 2X6 SHIM TO PRODUCT APPROVAL & � (2) 1/2" OR 3/4" PROVIDE FOR DETAILS 0 0 \PLYWD SUBFLOO PITCH, TYP, PLAN 2X6 CONT. BOT WO FLOOR JOIST, 7 PLATE, TYP. SEE FOUNDATION � SEE PLAN 2NDEF FRCH PLAN FOR SIZE SEE DETAILS AND REINF. 5-3 FOR WELL COMPACTED CLEAN FILL (3) 2X10 HEADER CONNECTIONS INT BEARING WALL R-IL CLOSED W/ I/2" PLYWD 2 CELL SPRAY FOAM FLITCH PLATES INSULATION, TYP. TYP. EXT WALL DBL. 2X6 , TY SCALE: 3/4" = 1'—O" AT nPIENLINICS # TOP PLATE, TYP. 9/lro" THICK IMPACT RESISTANT GRAY TINTED GLASS EXTERIOR WEATHER STRIPPING SEALANT OVER 1/2" PREMOULDED FILLER SLOPE ...v INTERIOR CLEAR ANODIZED ALUM. FRAME REFER TO PRODUCT APPROVALS AND ELEVATIONS ALUMINUM THRESHOLD SET IN SEALANT CONCRETE SLAB 3/4" �ATERSTEP_/ va MANDOOR THRESHOLD N TS G L5i A R-17 CLOSED CELL SPRAY t a EXT.INSULATION,TYP EXT. WALLS 5/8 DR TAPED AND PAINTED CONC. FLOOR SLAB �r WELL COMPACTED CLEAN FILL W no an 5/8 PLYWD SHEATHING (SEE NAILING DETAIL) & HARDI BOARD SIDING W/ 8d Q 16" OC. W/ MOISTURE BARRIER SEE - PRODUCT APPROVAL & DETAILS 5/8" LOT BOLT ® 36" OC W/ 4-1/2" EMBED & 3X3 WASHER 2X6 CONT. BOTT. PLATE PROVIDE MOISTURE/ ,TERMITE BARRIER REF. FIN. FLR. SEE PLAN SEE FOUNDATION PLAN FOR SIZE AND REINF. TYP. EXT WALL SECTION SCALE: 3/4" = 1'-0" PERMIT SET, 2-19-19 r Li 0- ao 0 wz6 0 �Wornw a\o \ rn N0wm6 \ N N WUOfU5 z Q d n 60.cc O Z H o> zr-L 6 � a N O Z z W W 0 U 02U D F— F N O �w w,a0~ o wnm wWW :2 — > � � o OfOFm> 2 X Z W I—wQKO7TZjd WZ U7 o WFOcN; (YQp" �J�N � ��°°0 WW , �oce) E ow __1 4_1 0 a W com (v o Lo r�. ECd z IE LLJ U Jz CD LLJ Q _ u (J� of Lij> zz Q� W p 0 z Lu Cn z u < �� J a` fI�� U IQ LL � in Scale: AS NOTED Date 8-20-18 Sheet 2,3 OF 8 NO SCALE 2x2 WD PICKET @ 4" OC MAX. 4X4 WD P ST 2x6 WD HAND RAIL @6'OCM TYP 2x4 WD GAURD RAIL (4) DECK SCREWS AT EACH POST, TYP. �I (2) 1/2" THRU BOLT W/ WAc- TYP. AT POST (2) DECK SCREWS TOP & BOTT. TYP. 8d RING SHANK NAIL @ 6" AT PICKET OC (MIN.) PER SUPPORTING JOIST TYP. AT ALL DECK BOARDS 3 RAILING DETAIL 2.6 SCALE: 3/4 = 1'-0" 2-2X CONT. TOP PLATE SIMPSON SPH6 ATTCA.EA. S7klD II I,I II II II I II II II II II II N NII NI m � III III r x x xllKv N NII III II II NEW FLOOR JOIST SIMPSON SP6 AT EA. STUD Ki/32' THK. PLYWOOD —ONE LAYER '8d NAL ® 6' O.C. X BLOCKING 0 4' OC MAX �Sd NAIL 0 12' O.C. CONT. BOTT. PLATE ANCHOR NOT SHOWN FOR CLARITY 2 WALL SHEATHING NAILING N.T.S. 2-2X CONT. TOP PLATE SIMPSON 5PH6 AT EA. STUD TYP. TOP SRG. EL. SIM •�AT EA. N MT512 S7UD IMPS MSTA?4 OPP. HAND SIM. T.O.OPENING AJ • 2-20 HEADER UPSTAIRS MAX SPAN 6' 2-2XIO FADER OOWNSATIRS MAX SPAN 7' 0 N � w C1 ¢ o �a S N x at 2X 6LO ,t 1 xo a N (V 2.5 TYP. —Z SIMPSON AT EA. S ruo ALIGNED / BELOW FIN. FLR. FO SIMPSON SP6 AT EA. NEW FLOOR STUD NOT ALIGNED JOIST EE PETAL W/ TOP FLOOR rs FRAMING AT DOOR INDOW N.T.S. :KING ® 4' OC MAX NNECT10N5 2 SECTION AT EXT. STAIRS STUD OR POST — PER PLAN. PROV MIN 2-2x DR 4x @ CMST STRAPS SILL PLATE W/ lOd @ 6' — FLOOR JOIST —� SOLID BLK'G AS REQUIRED DBL TOP PLATE INT. CONNECTM SEE DETAIL STRAP PROVIDE EXTRA NAi AS REQ'D TO PREVE BUCKLING OF STRAP J Z u F z 0 i CS OR CW STRAP AS SPECIFIED scale: 3/411=1'_011 SPREAD NAILS EVENLY ALONG END LENGTH OF STRAP CS/CMST STRAP DETAIL ALT MST SIMPSON MODEL NO. ENO L FASTENERS (TOTAL) ALLOWABLE (TENSION) CMST12 33' 74-1601 9215 CMST14 26' 56-16d 6490 CS14 15' 26-10d 2490 16' 30-8d 2490 CS16 CS16-R 13' 22-8d 1705 11' 20-10d 1705 CS18S IS' IB-Bd 1370 CS18 CS18-R 9' 16-10d 1370 CS20 CS20-R 9' 14-8d 1030 6' 12-10d 1030 CS22 CS22-R 7' 10-10d 845 6' 12-8d 845 DETAIL AT RIM JOIST scale: 3/411= 1'-011 PERMIT SET, 11-12-18 1 WZ�o . �woW NLLI�2Z =zw(n z~aao �L- =Z QOUW0 Ld � Z H < Ca W F- � z N a 0- w 3 c C] _ ~ CO d Lit ��0-�m •> N w In 0 Ld � _ Ld Of N d } H =XZ W L� I-w¢ne0 o z a� o o no �o �Lz I� I WW UdCYD �4 �C) xWQ�o2w C �W � lz U �z z Ln - - , ^ v) W d J C.r_LL m f Q $ W zQ — W c c m Cz m o W z m P7 (n � Z o a L N W CN 7 Scale: AS NOTED Dote 8-20-18 Sheet 2 4 OF 8 2_ X CONT. TOP PLATE "SON sP �AT EA. 9TLV hnhp /—a"NLAr a' PLrxaao / Od NAL O 6. O.G. MOCKM • 4' OC MAX a re oc. PANT PaTT. PLATE ANCHOR NOT & OWN POR CLAWTY 2 WALL SHEATHING NAILING_ N.T.S. 4X4 WD POST 6' OC MAX, TYP �z (2) 1/2" THRU BOLT W/ WASHE TYP. AT POST--, (2) DECK SCREWS TOP & BOTT. TYP. AT PICKET 2.4 FRAMING AT DOOR/WINDOW N.T.S. II SECOND F.F. — EL. OF LA G A E10111110111 8d RING SHANK NAIL @ 6" OC (MIN.) PER SUPPORTING JOIST TYP. AT ALL DECK RAILING DETAIL BOARDS SCALE: 3/4 0" PLATE u;a F PICKETS NOT SHOWN, SEE DETAIL 2X6 WD DECK, SEE PLAN 2x8 LEDGER, ATTACH TO COL W/ SIMPSON HANGER, SEE PLAN 2x8 LEDGER, ATTACH TO COL W/ (2) 1/2" BOLTS & TO BEARING WALL W/ SIMPSON HANGER, SEE PLAN NOTCH STRINGER, ATTACH W/ H4 W/ (4) 8d x 1-1/2" TO HEADER & (4) 6d x 1-1/2" TO STRINGER, TYP, II WD COL, SEE PLAN GROUND FL. — EL. 0'-0" (3) PT 2X 12 \ STRINGER ATTACH BEAMS TO WALL W/ SIMPSON HU410, W/ 4"X2-3/4" TITEN & (10) IOd TO BEAM, TYP NOTCH STRINGER, ATTACH V/ H4 W/ (4) 8d x 1-1/2" TO HEADER & (4) 8d x I—I/2" TO STRINGER, TYP. 4X4 PT COLUM TYP, SEE PLAN 6'-10" 2 STUD OR POST — PER PLAN, PROVIDE MIN 2-2x OR 4x 8 CMST STRAPS SILL PLATE W/10d B6' FLOOR JOIST SOLID BLK'G AS REQUIRED DBL TOP PLATE INT, CONNECTM, — SEE DETAIL PROVIDE EX1 AS REQ'D TO BUCKLING OF J J Z r z z E � OR CS/CMST STRAP DETAIL ALT, MST SIMPSONEND MODDELEL ND, L FASTENERS (TOTAL) ALLOWABLE (TENSION) CMST12 33' 74-16d 9215 CMST14 26' 56-16d 6490 CS14 15' 26-10d 2490 16' 30-8d 2490 CS16 CS16-R 13' 22-8d 1705 11' 20-10d 1705 CS18S 11' 18-8d 1370 CSIS (SIB-R 9' 16-10d 1370 CS20 CS20-R 9' 14-8d 1030 6' 12-1001 1030 CS22 CS22-R 7' 10-10d 845 6' 12--Bd 845 Y STRAP DETAIL AT RIM JOIST scale: 3/4" =1' -O" PICKETS NOT SHOWN, SEE DETAIL 2X4 BLOCKING UNDER TREAD, ATTACH TO TREAD & STRINGER W/MIN (6) #12 SS WD SCREWS, TYP 2x12 ATTACH TO STRINGERS W/ MIN (2) #12 SS WO SCREWS EACH SIDE TYP. DBL PT 2X 12 EACH SIDE, ATTACH BEAMS TO COLUMN W/ (2) THRU BOLTS, TYP ATTACH RAILING COL TO BEAM W/ (2) J" THRU BOLTS, TYP SECTION AT EXT. STAIRS scale: 3/4''=V-01' RAILING TYP. 4 't TREAD TYP. 4" X 36" X 36" MIN. CONCRETE LANDING PAD AT STAIRS, /W/ (1) LAYER WWF A24 W/ 1/2" THRU BOL & 1/2" X 5" EXP. BOLT TYP. EACH SIDE 3'-0" MINI PERMIT SET) 2-19-19 QV tY IL CLJ MONSOON 00 o o wZo0 CO O Np0NWZ LJ0x— (V 0-4wmo Z~Q0_Ld O li = Z U w N 0>-ZH� Lij HUEQ O � Q J O- � rn ZUJU Z Of Li Z tY0E--J 00 W Z w w v) womom L,J N W w M :2> v) a', Of 0�m�� 00 Of 0a}CY �wQtr0 jZ N 0 0 N z az rn o o Co E.._,WbCQ�s C'2 Nm W �� IZ �i �a Q''C�C CJmm : Qi ~ co m Lo "14 cc (1) . E�Cd E L�J wz W 0 _z LLJ W �r Q� W > Es 0 z -J - w E N z < ro J E (�nI �J N (n Scale: AS NOTED Date 8-20-18 Sheet 2 I 4 OF 8 #8 or #10 Self rilling Screw Stu Track Screws as Actuated 7F��ou 0') oreq'dPln \ oTop Track or requiredODistribution ad acent crew @ Each STEEL STUDS AND JOISTS: member toJStud LangeNOTE, DOOR JAMB STUDS MAY BE TURNED A. STUD SUBCONTRACTOR SHALL PROVIDE BRIDGING AND BLOCKING AS REQUIRED FOR STABILITY NATTACH TO RAFTER/ FLANGE TO FLANGE THUS ELIMANATING AND STIFFNESS OF THE FINAL WALL OR FLOOR/ROOF ASSEMBLY. 0 NMultiple lab on Grade TRACK SCREWED TO FACE OF JAMB B. METAL STUDS AND JOISTS SHALL BE OF THE TYPE, SIZE, GAUGE AND SPACING INDICATED wBLOCKING W/ (2) SMS UJEACHOCCURANCE members ON THE DRAWINGS, WITH MINIMUM SECTION PROPERTIES AS SPECIFIED. o z Zas req'd C. INSTALL C SHAPED HEADERS OVER OPENINGS WITH WEBS BACK-TO-BACK. LU c,Door E. ALL 16-GAUGE, 14-GAUGE AND 12-GAUGE STRUCTURAL STUDS AND JOISTS SHALL BE Of Q Ld o a �JambSection of stud as FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM 570-79 OR w o3 Z w Lal W BASE WALL AT SLAB ON GRADE Z U W F- TYPICAL INTERI❑R CORNER FRAMING req'd to stiffen track ASTM A-446-D WITH A 50,000 PSI MINIMUM YIELD STRESS. ¢U-0w3 in Actuated A. ALL 18-GAUGE AND LIGHTER STRUCTURAL STUDS AND JOISTS SHALL BE FORMED FROM STEEL z W o = of z a N of #8 or #10 pin Track THAT CONFORMS TO THE REQUIREMENTS OF ASTM 570-79 OR ASTM A-446-C WITH A win a w m required at 33,000 PSI MINIMUM YIELD STRESS. o En w of w 0 wW Self Drilling Screws as tua each ,jamb LJ X — F Screws Re 'd Stud must fit tlght F. STRUCTURAL STUDS AND JOISTS SHALL BE COATED WITH RED ZINC OXIDE PAINT, OR SHALL BE cn Of r o q against track ` GALVANIZED. x z W o 0 before being screwed G. ALL FIELD WELDED JOINTS OR GROUND AREAS SHALL BE TOUCHED UP WITH A SIMILAR RUST- w z SLAB ON GRADE Track web INHIBITIVE MATERIAL. Multiple members as req'd Cont, Sill I::,r..�'P"'r".., 'r:.i:.Y4`,•.r. k Trac at jamb Top Track or T range distribution r member ATTACH TO RAFTER/ D❑❑R JAMB BASE AT BLOCKING W/ (2) SMS #e or #10 Self Drilling SLAB ❑ N GRADE TYPICAL INTERI❑R INTERSECTI❑N EACH OCCURANCE Screw each side JAMB AT TOP OF WALL TYPICAL STUD TO SILL TRACK CONNECTION raDD FRAMING INIFRKN SWATHING """""{ I HardsPbnk gF lap swing I I c INSULATION ::dp,.'X. •a'.:, Y• nI INTERIOR SNTHG�1l- Il1 II HadMRarA m Lap Swing META CAPPING WIRIRFb EA .aaUNDERLAY TO WetNTERIOR WALL DETAILS PROV EN❑TEI soLARW OF METAL pe E FLASHING TO FRAMING o NO SGALE WATER RESISTIVE HAMER NSTWATIGN I z Use #8 or #10 Self WOOD FRAMING HaNlaWrap • a EgdvWmt WERE FWD I I — IWL 1 1/4. OVOMAP Drilling in all. cases I I EXTERIOR SHEATHING i I iRE](iE1tlOR SHEATHING •.,thl ,n �f.•rfv • i—MIN.11/4'OVfAIM I I ^` MIN. 1 Ile OVERLAP I r I STARTER SHIP INSGUDNI WRIER -or HrMNImt I W yj; WHERE RECO P I a UMOR SNEATIMNG STARTER SII� Now HEADER I 1/4 CAP, DO NOT CAIA1( � t' ALTERNATE INTERIOR INTERSECTION FRAMING � �0��ding 11 I I ZF a� t- 0 xterlor Sheathing G q ar e. e I I NardMVNn (1) Boards �..I r~n � "� C! Wall E' . v` �+� � I FIAg W 1AOW PER YANUFAC1URf1T E 1 W b i-y S{ud Iding HaMWanN ®lap SW,p ^ . a RECOMMENDATION /�^yr', X C0 0 Flashing Is tucked underneath siding I FFDUNDA110N e' a .e MIN. I• GRACE CLEARANCE WINDOW FRAME I�"� C', M bent over top edge of ledger board. GRADE �WrFF�� U,� �'~ Z` 4. ecking Hoard �rI _ O f, � � N I�+ SCUPPER Lag screw extend Into 9 PARAPET NO SCALE, s GRADE CLEARANCE NOscAE WINDOW/DOOR HEAD NO [E- z x4�� oQ�THROUGH WALLHoktom Plat �, ���ouse fr ming members C� � FLASHING EXTENDPAST WALL 4'MIN, Rh Joist r, ,EXTEND a DECK JOIST I F�-'V FLASHING JOIST INiEMpi SHEATHING —1 /Ny edger, see plan I I I W HadlrPbnk m Siding lap 9 I MOOD FRAMING g INTERIOR SHEATHW—t I HadlePlank ® Sldn Cut 1/2' groove Into wall, seal after i I NMIU110N I l HadePlak dD Lap Swing placing flashing Into grove. Secure I WA1FR RESISTIVE HAMMER I DOWNSPOUT, oist H nger lasting to wall with screws or concrete I HadW*q -a EWNdmto XIEfE REGD INSULATOR PTIONAL PER OWNER malls, seal each rill ow, screw hole. COHERE RCOro�� THING NOW FRAYING I I WRIER RESISTIVE BARflIER I Mrtat Flashing w/drip I I HadbWFaD a Equivalent i i WA��E�IIor EquWaird HARRIER aps roofing material P fiuI •—YIN. 11/4'OVEM.M 1 INTERtOR SHEATHINi I I Single Ply Tourchdown I membrane Roofing BOTTOM PLATE MIN. t 1/4. OV9WAP Material continous to l I above cant strip I I I I� L_�__n Contirgua wooden Roofing MCLSNRE BARPoEIT I INSULATION I I I Cant Strip prevents I Vright angles a Roofin lag I I l MOW FRAMING I I SCUPPER E WERE RFaro N.T.S. roofing material. STARIER STRIP LEDGER CONNECTION TO WOOD -FRAMED WALL I E1EMmsxEATHINc-------- I I —J N.T.S. Rafter- A e I -------- �f Upper Wnll d a MN. 1' - Y CLEARANCE DEPENDING ----- -------- see pan d. ON SPECIFIC HARpE ZLXE LEAVE APPROPRIATE CM Q 0 w .. PATH / DRIVEWAY / SLAB I I _ CAULKAND IIX_ CONCRETE SUB / °'a 'e.' . , , .. ... �, HadeTrkn m Boards � ) MASONRY FOOTING r: . ".. ;' . _ %� �/ / W d III I�1=�I lll, V / e I— I —III ' aN m smkq %- L— LEAVE APPROPRIATE GAP H- 5 AND CAULK Z Z 00 ROOF FLASHING HARDSCAPE CLEARANCES, DECKS, N.T.S. 4 8 PORCHES PATIOS WALKWAYS ROOFS ETC. 5 HORIZONTAL LAP VIEW 2 OUTSIDE CORNER W �I z_ a NO SCALE NO SCALE: NO SCALE J W 3 6 7 0 • I HardeRank III) Lap Siding MOOD FRAYING c l�L 8 INTERIOR SHEATHING-1l z Q rn J • WATER RESISTIVE HARMER WINDOW FRAME ------ --, I NaNisWup war EWlsdnt FLASH WNDaW PER "WACIUREN ---- ---- --- I �l WALL FRAMING I I EXIEWOR SHEATHING RECOMMETAARON a �/ L� r1 v) I STARTER SRHp — IF TRIM IS PROTRUDING I I I WOW FRAMING BEYOND WINDOW SILL TT 1 1 I I Ile GAP, W NOT CAULK 11UST BE FIRM I 2 2 2 2 WTCO FRAMING INSULATION REOURED WERE INIERIIOONR SIIEATIgNG BLOCKING AS RECO I RIASIING i SHEATHING HadNTrlm m BoardsLEAVE APPROPRATE GAP I I - C I THEM AROUND OPENING LEAVE APPROPRATE GAP AMID CAULK I I - - - - - - --------- -`------ i AW ew IbrdieTrimm Boards 1 _- - - - - - - - - -- - - - - - --01 1 FlXIURE WATER RESISTIVE BARRIER PENETRATION I IINWIIONWHERE REOro I Hanflo p - a E4Adewi CAULKAND MATE CAP I I l D MOR SHEATHING I NTEM(N SHEATHING I HadeTdm m Bosh I i MIN. 1 I/e OYEMAP MHHE REOb I I CoatWATER RESISRYE BARER NSUUDON/WINDOW Hrry -or EunI I s� HAIM WHERE REQD LEAVE APPROPRIATE GAP Bad21,EWO t I I FLASHING TAPE LEAVE APPROPRIATE GAP i AND CAULK I AND CAULK WOW FRAMING HadeTrkn MD Baarh Hardoloolk dP Lap Shag I INTERIOR SHEATHING-} I HwMlank ® Lap Siding EXTERIOR sHEATHNO I 1. BOTTOM TRACK. w/ PIN OR ANCHOR ® 24" 6. CUT TRACK FLANGE AND BEND TO ALLOW II I I II �Q 2. SILL TRACK. CONNECTION. Ha dlePank m Up Siding xawoPank 0 Lap Stang I I I I I 3. SECTION OF STUD. 7. CUT TRACK AND BEND TO ALLOW EXTENSION I I I I 4. EXTEND CLOSURE TRACK AS REQUIRED OF FLANGES FOR CONNECT — II I II FOR SILL CONNECTION AND JAMB STRENGTH. 8. CUP ANGLE NO LESS THAM 1/2' LESS THAN I l MITI 1 I/� oWRIAP 5. MULTIPLE MEMBERS AS REQUIRED AT JAMB. STUD DEPTH. 10 DOOR WINDOW JAMB FIXTURE PENETRATION a WINDOW SILL 1 INSIDE CORNER NO SCALE NO SCALE NO . `✓ �` �\ ScGle: AS NOTED �� ��N ®��o��` Date 8— 20-18 METAIL STUD SILLS SHEET �'�Gz Sheet 3,1 1 1/2" = 1'-029 055-2089 PER Q , ADDED OF f 2-19-1 WP/(G`FI A3 A5,e/GFI WP/GF67 4 A5 A5 A7 g -dF A7 A7 A5 \ A2 A2 --- y A2 /A4 ''A4 _ I l LIVING ROOM (A6 IA4 A5 i A4 A4 (BEDROOM #2 I ' AS \ A2 - \iA2 A2 \i A7 A5 A5 OA2 �*A4 s ` i A A77,1 - A21,2 I 1 \r A4 \i A7 A4 B T 2 y GFl A4 / A4 --- - �iA4 -- �A4 A7 \ A l l , FI A3 ® A3 AS FI. A3 A2 A3 A2 OA2 A2 I G I A4 A32 � A4 _ A4 Al2 A BEDROOM #1 j KITnEN , A32 A3O OA6 - A32GFI A29 I GFI \ GFI A3 1 \\-- Il19 \ A22 A2 �,--- A2 �- -�'' 2 iVp WA DRY A2 / PNL / A2 A4 A A18,201 ®' A3 A3 BATH #1 o F 4P/GFI A11 STAIRS WP/GFI 0 A11 A6 WP/GFI A11 BALCONY LANDING ABOVE ELECTRICAL_ 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" ELECTRICAL 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" • 0.57390 —HAEL A. BASSFORD o : y� �O :• ��/ ��, 2107 N.E. 17TH AVENUE PHONE: (954) 298-0706 .�L.•• F(OR1OPr;�,� BRTO* MANORS, FL 33305 EMAH: MBASSFORDGAOL.COM •••...... �C9 ��� MICHAEL A. BASSFORD FLORWA LICENSE #57390 A,0nnnn`� f,- to Ln d r7 N — REVISIONS w �z �w z_ o (n W 0 � � o > a �- C� hi o a w z U w Qz� zW m Z U LL Cn Z � Q W a_ LL_ N W --D date: 10/18/18 drawn by: checked by: M.B. project no: drawing: L E-1 TYPE MTR/MAIN COMB SERVICE 120/24OV, 1-. 3W MOUNTING SURFACE POLES 16 00 MAIN BUS UL AMP PANEL FULL " M" F NEUTRAL F • MAINS 400A MCB LOCATION PUMPHOUSE A.I.C.= 22.000 A. Mtn. RE TRIP OLE LOAD KW DESCRIPTION CIRCUIT NUMBER DESCRIPTION LOAD KW TRIP 0 WIRE N •ND DEMADEMAND DEMAND N #8 40 3.0 PUMP 01 2 PANEL A 49.8 4.8 200 3/0 #8 40 A3 04 200 3/0 0506 07 08 09 10 11 12 13 14 15 16 DEMAND NO.DEMAND PANEL NOTES TOTALS 52.8 PROVIDE ARC FAULT CURRENT INTERRUPTER AC 10OX COOL/65% HEAT 12 GROUND FAULT INTERRUPTING BREAKERS X" GEN. LIGHTING & POWER AS PER 2014 NEC 7 S.F. x 3W/S.F. DEMAND TOTAL 52.8 GFl/GFCI . GROUND FAULT INTERRUPTING BREAKER FIRST IOKW O 100% 10.0 """/--- = NON -CONCURRENT LOAD BALANCE O 40% 17.12 CALCULATED PANEL LOAD 30.32 KW PROVIDE TAMPER RESISTANT RECEPTACLES AS PER 126.3 AMPS 2014 NEC TYPE LOADCENTER SERVICE 120/24OV, l-, MOUNTING FLUSH POLES 3040 PANEL " A" MAIN BUS 200AMF 3W NEUTRAL FULL MAINS 200 A MCB A.I.C.= 10,000 A. Min. LOCATION LAUNDRY RE TRIP 0 LOAD KW DESCRIPTION CIRCUIT NUMBER DESCRIPTION LOAD KW TRIP OLE WIRE DEMAND DEMAND DEMAND N #12 20 X BATH GFI S 01 Oz 1 BED LTG X 15 #14 #12 20 X BED 1 PWR 03 04 UV. LTG X 15 #14 #12 20 X BED 2 PWR 006 GENL LTG X 15 #14 #12 20 X LIVING ROOM PWR 07 08 DW 1.5 20 #12 #12 20 1.5 BALCONY POWER O9 10 DISP 1.0 20 #12 #12 20 1.5 EXTERIOR RECEPTS 11 12 MICRO HD 1.0 20 #12 #10 30 6.0 OVEN 13 14 COOKTOP 9.0 50 #6 #10 30 15 i6 50 #6 #10 30 7.2 TWH 17 19 16 20 DRYER 5.0 30 #10 #10 30 30 #10 #10 30 7.2 TWH 2122 WM 1.5 20 #12 #10 30 2324 #10 30 4.8 AHU-1 2526 2728 CU-1 (XX) 20 #12 #10 30 20 #12 #12 20 1.5 REFRIG 9030 SMALL APPL 1.5 20 #12 3132 SMALL APPL 1.5 20 #12. 33 34 35 36 3738 39 40 NPANELOTES 41 42 DEMAND NO. DEMAND TOTALS 46.9 PROVIDE ARC FAULT CURRENT INTERRUPTER AC 100% COOL/65% HEAT 3,2 GROUND FAULT INTERRUPTING BREAKERS x" GEN. LIGHTING & POWER AS PER 2014 NEC 960. S.F. x 3W/S.F. 2.9 DEMAND TOTAL 49.8 GFl/GFCI - GROUND FAULT INTERRUPTING BREAKER FIRST 1OKW O 10OX 10.0 """/--- NON -CONCURRENT LOAD BALANCE O 40% 15.9 CALCULATED PANEL LOAD 29.12 KW PROVIDE TAMPER RESISTANT RECEPTACLES AS PER 121.3 JAMPS 2014 NEC NEW U.G. ELEC. SERVICE. CONDUIT & CONDUCTORS PROVIDED & INSTALLED BY E.0 IN COORDINATION WITH LOCAL UTILITY SUPPLIER. i 400 AMP METER MAIN PANEL V COMB. W/400AMP No F!I- MCB LOCATE • • PUMPHUSE Mm1 #1 CU, 1 "- CU #3 Cu Ell BLDG. CWP STEEL GND. ROD 10'X1" Cu ELECTRICAL RISER DIAGRAM SCALE: NONE 3#3/0 CU, #6 GND IN 2" C VERIFY/PROVIDE #6 CU GROUNDING CONDUCTOR FOR SEPARATE BUILDINGS PER NEC 250.32 I� �I I� �1 I� �I I� �1 I� �1 I� �I I. �I I� �I 1� �I 1� �I ;ELECTRICAL SPECIFICATION 1. PERFORM ALL WORK IN ACCORDANCE WITH FBC 2014, NEC, AND ALL CODES, ORDINANCES, AMENDMENTS, AND AUTHORITIES HAVING JURISDICTION. 2. VERIFY SERVICE CHARACTERISTICS, LOCATION, AND CONNECTION REQUIREMENTS WITH ELECTRIC UTILITY CO. STANDARDS. 3. ALL COPPER WIRING IN SLAB OR UNDERGROUND SHALL BE TYPE THWN IN PVC CONDUIT. CONDUIT WITHIN BUILDING MAY BE EMT OR ENT. WIRING ABOVE GRADE AND WITHIN BUILDING MAY BE NEC TYPE NM CABLE WHERE PERMITTED BY CODE. INSTALL NEC EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS. 4. PROPERLY ALIGN AND LEVEL PANELS. INSTALL TYPEWRITTEN DIRECTORIES INSIDE COVER DOORS OF ALL PANELS IDENTIFYING EACH CIRCUIT IN PANEL. BRANCH CIRCUIT BREAKERS SHALL BE FULL SIZE. 5. USE PULLBOXES, WIREWAYS, & GUTTERS WHERE REQUIRED OR NEEDED TO SUPPLEMENT RACEWAY SYSTEMS, ALL OUTLET BOXES SHALL BE GALVANIZED STEEL OR HEAVY DUTY PVC CROSS BRACED TO BUILDING STUDS TO PREVENT MOVEMENT WHEN WIRING DEVICES ARE INSTALLED OR OPERATED. 6. GROUNDING SHALL CONFORM TO NEC 250, BOND ALL METAL PARTS. INSTALL EQUIPMENT GROUNDING CONDUCTOR TERMINAL STRIPS IN ALL PANELS, BONDED TO PANELBOX. SERVICE GROUNDING RODS SHALL BE COPPERCLAD STEEL, MINIMUM 10 FEET IN LENGTH WITH MINIMUM 8 FEET BURIED. 7. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COLOR AS SELECTED BY OWNER, SPLIT BUS AND SINGLE USE RECEPTACLES SHALL BE RATED 20 AMP. DIMMERS SHALL BE PRESET TYPE WITH LED ON SIDE TO ALLOW CONTROL AND DIMMING FROM MORE THAN ONE LOCATION, RATINGS TO MATCH TOTAL WATTAGE OF LOADS SERVED, AND SHALL BE COMPATIBLE WITH LOAD TYPES (LO-VOLTAGE, TRANSFORMER, INCANDESCENT, ETC) 8. WHERE SWITCHES, DIMMERS, RECEPTACLES ARE LOCATED SIDE -BY -SIDE, THEY SHALL BE INSTALLED IN MULTI -GANG OUTLET BOXES WITH MULTI -GANG COVER PLATES, CUSTOM MADE IF NECESSARY. 9. SMOKE DETECTORS SHALL BE 120 VOLT WITH BATTERY BACK-UP, CIRCUITED TO AFCI PROTECTED CIRCUIT. INTERCONNECT ALL SMOKE DETECTORS SO THAT ANY IN ALARM SHALL CAUSE ALL TO ALARM. 10. DELIVER CATALOGUE CUTS OF ALL LIGHTING FIXTURES, WIRING DEVICES, PANELS, DISTRIBUTION EQUIPMENT, ETC. TO ARCHITECT FOR APPROVAL AT BEGINNING OF JOB AND PRIOR TO ORDERING. 11. VERIFY ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT BEFORE INSTALLING BRANCH CIRCUIT OR CONNECTING TO CIRCUIT. PROVIDE MATCHING RECEPTACLES FOR ALL EQUIPMENT FACTORY EQUIPPED WITH CORDS AND CAPS. 12. INSPECT JOB SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE SUBMISSION OF BID. ADVISE ARCHITECT/ENGINEER OF ALL CONFLICTS BEFORE SUBMISSION OF BID. 13. EACH TELEVISION OUTLET SHALL HAVE INDIVIDUAL RG-6 PLENUM TYPE CABLE HOME RUN TO CONNECTION BOARD IN GARAGE. 14. EACH TELEPHONE OUTLET SHALL HAVE INDIVIDUAL CAT 5 PLENUM TYPE HOME RUN TO CONNECTION BOARD IN GARAGE. TERMINATE CAT 5 CABLES ON TWO R-11 JACKS AT EACH OUTLET LOCATION, INTENT IS FOR MULTIPLE TELEPHONE LINE CAPABILITY, NOT FOR COMPUTER NETWORKING. 15. CONSULT WITH SECURITY, TELEPHONE, CABLE TELEVISION CONTRACTORS/ PROVIDERS AND PROVIDE EMPTY RACEWAY AS REQUIRED AND DIRECTED BY THE RESPECTIVE CONTRACTORS. THIS INCLUDES CONDUIT NECESSARY FOR SERVICES ENTRANCES FROM PROPERTY LINE TO BUILDING. 16. OUTLET LOCATIONS SHOWN ON DRAWING ARE DIAGRAMMATIC ONLY. EXACT LOCATIONS SHALL BE AS DIRECTED BY ARCHITECT AND / OR OWNER TO BEST SUIT FINAL CONSTRUCTION CONDITIONS. 17. COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. 18. ELECTRICAL CONTRACTOR SHALL NOT DEVIATE FROM PLANS OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF ARCHITECT AND/OR ENGINEER. ANY PROPOSED DEVIATIONS SHALL BE IN WRITING AND INCLUDE COST SAVINGS ESTIMATES TO OWNER. COST OF REVISIONS TO DRAWINGS AND SPECIFICATIONS RESULTING FROM CONTRACTOR INITIATED DEVIATIONS OR CHANGES SHALL BE PAID BY ELECTRICAL CONTRACTOR. 19. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CALL FOR A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 20. PROVIDE ARC FAULT CURRENT INTERRUPTER PROTECTION TO ALL 120 VOLT, 15 & 20 AMP OUTLETS AS PER NEC 210.12 21. PROVIDE TAMPER RESISTANT RECEPTACLES AND OUTLETS AS PER NEC 406.11. 22. REPLACEMENT RECEPTACLES SHALL COMPLY WITH NEC 406.4 (D)(1) THRU (D)(6) 23. AS PER FBC ENERGY CONSERVATION MINIMUM OF 75% OF ALL HARDWIRED LIGHTING FIXTURES TO MEET HIGH EFFICACY REQUIREMENTS: CFL, T8 OR LESS LINEAR BULBS, OR LUMENS/WATT AS FOLLOWS- 60 LUMENS/WATT GREATER THAN 40 WATTS, 50 LUMENS/WATT GREATER THAN 15 AND LESS THAN 40 WATTS, 40 LUMENS/WATT LESS THAN 15 WATTS LEGEND © METER BY POWER COMPANY >� PANEL: SIZE & TYPE AS NOTED ON SCHEDULE DISCONNECT SWITCH: SIZE & TYPE AS NOTED ON PLANS HOME RUN TO PANEL: USE F2 AWG CU UNL�SS NOTED OTHERWISE. (ALUMINUM CONDUCTORS ARE NOT APPROVED E EXISTING FIXTURE TO REMAIN N NEW FIXTURE R EXISTING FIXTURE TO BE REMOVED OR RELOCATED EN EXISTING FIXTURE TO BE REPLACED WITH NEW FIXTURE ER EXISTING FIXTURE RELOCATED AS SHOWN G.F.I. GROUND FAULT INTERRUPTER W.P. WEATHERPROOF V.P. VAPOR PROOF {} CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE, DIRECTIONAL IF INDICATED PENDANT MOUNTED LIGHT FIXTURE RECESSED LED FIXTURE. VERIFY TRANFORMER LOCATION FLOOD LIGHTS FLOURESCENT LIGHT FIXTURE ® RECESSED EXHAUST FAN RECESSED EXHAUST FAN/LIGHT COMBINATION $ SINGLE POLE SWITCH: 125V.20AMP 0 48" A.F.F. $ THREE WAY SWITCH: 125V, 20 AMP ® 48" A.F.F. $� DIMMER SWITCH: 125V, 20 AMP ® 48" A.F.F. " MOTION DETECTOR SWITCH: 125V, 20 AMP ® 48" A.F.F. DUPLEX RECEPTACLE: GROUNDED TYPE, 125V. 20 AMP 0 12" A.F.F. UNLESS NOTED OTHERWISE HALF -SWITCHED DUPLEX RECEPTACLE (AS ABOVE) SINGLE RECEPTACLE (AS ABOVE) q� QUADRAPLEX RECEPTACLE (AS ABOVE) DUPLEX RECEPTACLE: GROUNDED TYPE 125V, 20 AMP ® 46" A.F.F. ABOVE COUNTER UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE: GROUNDED TYPE, 125V, 20 AMP ® 48" A.F.F. GFI TYPE UNLESS NOTED OTHERWISE DUPLEX FLOOR RECEPTACLE: GROUNDED TYPE (AS ABOVE) OSPECIAL PURPOSE RECEPTACLE (SEE SCHEDULE) CO S W/ BATTERY 0 CELMG. INTERCONNECTEDWIREDWREDOTO BEDROOM AFCIIECKT. (EXISTING RETROFIT MAY BE POWERED BY 10 YEAR NON-REMOVEABLE BATTERY) OT THERMOSTAT ® 54" A.F.F. OCABLE TELEVISION OUTLET ® 12" A.F.F. (U.N.O.) W/ 3/4" CONDUIT TO V CEILING SPACE TELEPHONE OUTLET 0 12" A.F.F. W/ 3/4" CONDUIT TO CEILING SPACE TELEPHONE OUTLET 0 54" A.F.F. W/ 3/4" CONDUIT TO CEILING SPACE CEILING FAN (W/ LIGHT IF INDICATED INTERCOM SP SPEAKER OUTLET QJ JUNCTION BOX it TIMER ®H DOOR CHIME: 12V 4 MOTOR 0 PUSH BUTTON: 12V O 48" A.F.F. (U.N.O.) e�pwulu�� A . a '♦♦♦ NSFS`r0 05390 •fir •F�0RIOP ♦♦♦ /DNA L G• �e� �"# n u 11111,0 MICHAEL A. BASSFORD 2107 N.E. 17TH AVENUE PHONE: (954) 298-0700 10LTON MANORS, FL 33305 EMAD.: MBASSFORDOAOL.COM MICHAtL A. BASSFORD FLORIDA LICENSE #57390 REVISIONS LLJ _z o z L0 uo _ w 0 CD Of o L'i > W \- z Q 0 U ¢z� zm z H v 0 z 0 Q r W z a 0 LL date: 10/18/18 drawn by. checked by M.B. project no: drawing: E- 2 of 2 r, I cO I Ln I �t I ro N 1 REVISIONS w U 17' CDw z LO Ld w 0 W o > < r Cr-J � � z � w <zw a zw m z V — W a_ � I N W date: 10/18/18 drawn by: checked by M.B. project no: drawing: M-1 of SPLIT SYSTEM AHU SCHEDULE INDOOR UNIT MANUF. AREA FAN COOLING CAPACITY - CALCULATED ELEC HT CAP ELECTRICAL SYSTEM NO. BASED ON SERVED MARK MODEL # C.F.M. MIN. O.S.A. EXT. S.P. SENSIBLE MBTUH TOTAL MBTUH ENT. AIR LVG. AIR KW (srace I) KW (sral z) QUANTITY HP EA. F.L.A. EA. M.C.A. M.O.C.P. VOLTAGE V PH Hz APPROX WEIGHT REMARKS DB WB DB WB AHU-1 RHEEM LIVING/BEDROOMS AHU-1 RH1 T2417STAN 800 - 0.5 17,500 24,000 78.1 66.6 1 1 3 2.8 1 29.0 1 30 1 230 1 60 92 1 2 3 4 5 6 7 8 1. FURNISH AHU WITH INSULATED GALVANIZED STEEL CABINET, CEILING HUNG, 7• PROVIDE UNITS WITH FACTORY INSTALLED HEATER ON SINGLE CIRCUIT. PRIMARY AND AUXILIARY DRAIN PANS, AND INSULATED CONDENSATE PAN. 8. COMMUNICATING VARIABLE SPEED FAN COIL UNIT, TO BE USED WITH MATCHED CONDENSING UNIT FOR CAPACITY CONTROL. 2. FURNISH AHU WITH A MINIMUM OF 30% EFF. FILTERS, 2" PLEATED. 3. PROVIDE PROGRAMMABLE THERMOSTAT WITH WEEKEND SETTINGS. 4. CONTRACTOR TO CONSULT THE FACTORY FOR REFRIGERANT LINE SIZES FOR BOTH VERTICAL AND HORIZONTAL RUNS. 5. RHEEM AIR CONDITIONING BASIS OF DESIGN. 6• INCLUDE UNIT MOUNTED DISCONNECT SWITCH. NOTE: MANUFACTURER MODELS WITH EQUIVALENT COOLING CAPACITIES AND SEER RATINGS ARE ACCPETABLE SUBSTITUTIONS. SPLIT SYSTEM CU SCHEDULE OUTDOOR UNIT AMB. TEMP. CONDENSER FAN COMPRESSOR ELECTRICAL REFRIGERANT MARK MANUF. BASED ON MODEL # NOM. CAPACITY APPROX. SEER REMARKS LINE SIZES MIN. MAXIMUM TONS SUMMER WINTER NO. HP F.L.A. NO. R.L.A. L.R.A. CIRCUIT OVERCURRENT VOLTAGE WEIGHT EA. EA. EA. EA. AMPS PROTECT. V PH Hz SUCTION LIQUID CU-1 RHEEM RA1624A 2.0 91.0 45 1 1/6 0.60 1 10.3 61.6 14.0 20 230/1/60 142 16.0 2,3,4,5,6,7,8,9,10,11,12,13 3/4" 3/8" 1. ALL UNITS REQUIRE CRANKCASE HEATER. 10. CONDENSING UNIT PROVIDED WITH TWO -STAGE RECIPROCATING COMPRESSOR, TO BE MATCHED WITH VARIABLE 2. HARD START KIT. SPEED FAN AIR HANDLING UNIT FOR CAPACITY MODULATION. 3. LIQUID LINE SOLENOID VALVES. 11. COMMUNICATING VARIABLE SPEED FAN COIL UNIT, TO BE USED WITH MATCHED CONDENSING UNIT FOR CAPACITY CONTROL. 4. TIME DELAY RELAYS 12. PROVIDE ENVIRONMENTAL PROTECTIVE "SEACOAST" COATING ON CONDENSER COILS APPLIED AT FACTORY. 5. PIPE SLEEVES CAULKED AND INSULATED WHERE PIPING PENETRATES WALL. 13. PROVIDE INTEGRAL NON -FUSED DISCONNECT SWITCH. 6. LIQUID LINE SIGHT GLASS. 7. FILTER DRIER. 8. RHEEM AIR CONDITIONING BASIS OF DESIGN. 9. CONDENSING UNIT SHALL USE R-410A REFRIGERANT. NOTE: MANUFACTURER MODELS WITH EQUIVALENT COOLING CAPACITIES AND SEER RATINGS ARE ACCPETABLE SUBSTITUTIONS. LAI1HUJI r/AIN J:)UHLUULL SYMBOL EF-1, 2 LOCATION CEILING SERVICE RESTROOM MAKE GREENHECK MODEL SP-6110 BLOWER DATA C. F. M . 70 S.P. 0.50 TYPE CEILING EXHAUST DRIVE DIRECT Q Q 0 MECH H.P. 100 WATTS RPM 950 rl� oi_f o ELEC V 120 PH 1 H Z 60 WT LBS. 12 CONNECTION SIZE 6"0 SONES 3.5 REMARKS BACKDRAFT DAMPER DISCONNECT SWITCH VIBRATION ISOLAT. EXISTING ROOF CAP INTERLOCK WITH LIGHTS EXHAUST AIR CALCULATION AS PER FLORIDA MECHANICAL CODE, TABLE 403.3, EXHAUST AIR REQUIREMENTS ARE: AIR DISTRIBUTION SCHEDULE SYMBOL SERVICE DESCRIPTION MFG. MODEL NO. CEILING LOUVERED SUPPLY CEILING GRILLE. TITUS (OR EQUAL) SUPPLY ALUMINUM CONSTRUCTION, FLUSH FACE PANEL INDUSTRIES INC. A REGISTERS FINISH SHALL BE WHITE ENAMEL. MODEL NO. 3/4' SPACING, SURFACE MOUNTED. 301-FL 35' DEFLECTION. CEILING LOUVERED RETURN CEILING GRILLE ALUMINUM CONSTRUCTION, FLUSH FACE PANEL OR EQUAL 111US ( ) B RETURN FINISH SHALL BE WHITE ENAMEL. INDUSTRIES INC. REGISTER 3/4" SPACING, SURFACE MOUNTED. MODEL NO. 350FL 30' DEFLECTION. EF-1, 2 TOILETS NUMBER OF FIXTURES = 1 TOILET TOTAL EXHAUST AIR REQUIRED = 1 TOILET X (70 CFM/TOILET) = 70 CFM MECHANICAL LEGEND SYMBOL I DESCRIPTION O.A. OUTSIDE AIR O.A.L. OUTSIDE AIR LOUVER R.A. I RETURN AIR S.A. SUPPLY AIR T.A. TRANSFER AIR E.A. EXHAUST AIR C.F.M. CUBIC FEET PER MINUTE OT I THERMOSTAT O 1 HUMIDISTAT -® I SMOKE DETECTOR ® 1 REMOTE TEST STATION --/ FD UL LISTED FIRE DAMPER --( VD VOLUME DAMPER -6 BD I BACKDRAFT DAMPER MVD I MANUAL VOLUME DAMPER MOD I MOTOR OPERATED DAMPER LEE+ I TWIST -IN COLLAR WITH DAMPER 09 1 CEILING DIFFUSER - SUPPLY AIR M0I SIDE -WALL DIFFUSER - SUPPLY AIR rgTURNING VANES - SUPPLY AIR QDISTRIBUTION TRIANGLE - SUPPLY AIR FIBERGLASS DUCTWORK - SUPPLY AIR FIBERGLASS DUCTWORK - RETURN AIR FLEXIBLE DUCT EXISTING DUCTWORK TO REMAIN, 1 NEW METAL OUTDOOR AIR DUCT CONDENSATE WATER PIPING EF CEILING MOUNTED EXHAUST FAN MECHANICAL NOTES 1. DO NOT SCALE THE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. 2. COORDINATE EXACT LOCATION OF ALL DIFFUSERS AND RETURNS WITH EXISTING REFLECTED CEILING PLAN. 3. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA BUILDING AND MECHANICAL CODE, NFPA-90A, AND LOCAL CODE AMENDMENTS. 14. ALL DAMPER CONTROLS SHALL BE ACCESSIBLE. 15. ALL OUTSIDE AIR DUCTS OR INTAKES SHALL HAVE DAMPERS. 6. ALL VENTILATION DUCTS SHALL BE SHEET METAL, INSTALLED, SEALED AND SUPPORTED IN ACCORDANCE WITH THE LATEST EDITION "SMACNA" LOW VELOCITY DUCT CONSTRUCTION STANDARDS AND DETAILS ON THESE PLANS. 7. ALL EXHAUST DUCTS SHALL BE SHEET METAL, INSTALLED, SEALED AND SUPPORTED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" LOW VELOCITY DUCT CONSTRUCTION STANDARDS AND DETAILS ON THESE PLANS. 8. AIR CONDITIONING SUPPLY & RETURN DUCTS SHALL BE FIBERGLASS TYPE 800 El INSTALLED, SEALED AND REINFORCED IN ACCORDANCE WITH THE LATEST EDITION OF "NAIMA" FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND DETAILS ON THESE PLANS. 0-1" STATIC PRESSURE CLASS, (+/-), UNLESS OTHERWISE NOTED. ALL DUCT IN ATTIC SPACE SHALL BE R-6.0 MINIMUM. DUCT WORK BETWEEN FLOOR OR CONDITIONED SPACE SHALL BE R-4.2 MINIMUM. FLEX DUCT R-4.2/6.0 SHALL BE USED IF THERE IS LIMITED SPACE. 9. FLEXIBLE DUCTS SHALL BE R-6.0 MINIMUM UL 181 CLASS 1 CONSTRUCTED WITH A POLYESTER LAMINATED SMOOTH INNER CORE THAT ENCAPSULATES A STEEL WIRE HELIX. THE DOUBLE CORE IS WRAPPED IN A THICK BLANKET OF FIBERGLASS INSULATION AND SHEATHED IN A REINFORCED METALLIZED POLYESTER JACKET. 10. REFRIGERANT PIPING SHALL BE COPPER, REFRIGERATION GRADE, SOFT TEMPER, SEALED AT THE MILL. INSULATE SUCTION PIPE INDOORS: WITH 3/8" IMCOA POLYOLEFIN INSULATION; OUTDOORS: 3/4" IMCOA POLYOLEFIN INSULATION. CIRCULATE DRY NITROGEN THROUGH PIPING WHEN SOLDERING. TEST FOR LEAKS PRIOR TO CHARGING SYSTEM WITH R-22 REFRIGERANT. 11. CONDENSATE DRAINS SHALL BE SCHEDULE 40 PVC PIPING OR COPPER IF LOCATED IN A RETURN AIR PLENUM. INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 1/2" ARMAFLEX SELF -SEAL. • / 0.57 ' STATE 66F r A. BASSFORD <N7TH RC!�EL AVENUE PHONE: (954) 295-0700 N MANORS, FL 33305 nL JL MRASSFORD®AOL.COM 'i�,Ss+i'•.....•`�C9,�O ONA� MlC U9L A. BASSFORD FLQIDA �� LICENSE /j57390 /„c.,,,� REVISIONS W z z_ r `n (� W o WM o > 1/ LL-LL J L� z z L1J z Q = Q Q Z z m z U (� - U z Lu Q _ (1 W (� z a LL N W date: 10/18/18 drawn by: checked by: M.B. project no: drawing: M-2 of 3 TYPICAL Z BAR AND WIRE DUCT DUCT HANGING METHODS DETAIL N TS 1 1/2" X 22 MINIMUM GUAGE BAND FLEXIBLE - DUCT,SEE PLANS FOR SI ZE. MINIMUM RADIUS EQUAL TO ONE DUCT DIAMETER. INSULATION NOTE: THERE CAN BE NO OVERHANG OR OBSTRUCTION(S) TO AIR FLOW DIRECTLY z ABOVE CONDENSING z o UNIT. I m 1 12" CU-1 4" MIN., 4", 3000 psi, CONCRETE PAD I -1. ;T EYE SCREW #12 WIRE CEILING DIFFUSER SEE PLANS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GUAGE CLAMP AND FOUR SHEET METAL SCREWS AND SEAL WITH DUCT TAPE r- CEILING INSULATED BACK l M \ DIFFUSER DETAIL _ of DIFFUSER N TS NOTE: BOLT CONDENSING UNITS TO CONIC, PAD TO WITHSTAND 190 MPH HURRICANE FORCE WINDS. 14 GA. GALV. STEEL OR 0.080" ALUM. ANGLE CLIPS SEE SCHEDULE FOR SPACING AND SIZE MIN. OF 4#10 PLATED S.M. SCREWS INTO UNIT HOUSING (22 GA STEEL.) SLAB TO EXTEND A MINIMUM OF 4" BEYOND UNIT ON ALL SIDES. ;MINIMUM 4" ABOVE GRADE ISOMODE PAD TO COMPLY WITH HIGH VELOCITY HURRICANE ZONE REQUIREMENTS (FBC 1820.5), CONCRETE SLAB SHALL BE PLACED ON CLEAN, THOROUGHLY COMPACTED SAND OR CRUSHED ROCK, FREE FROM ORGANICS AND DEBRIS. MIAMI-TECH CUTD 2 HOLE CLIP NO. PER SIDE LONG SIDE 4 }" X 1-1" TAPCON PER CLIP 2 MINIMUM INBED 1-}" MINIMUM EDGE DISTANCE 2-j" FMC - 2017 301.15 Wind resistance. Mechanical equipment, appliances and supports that are exposed to wind shall be designed and installed to resist the wind pressures on the equipment and the supports as determined in accordance with the Florida Building Code, Building , This may be accomplished by design or by application of Section 301.13.1. Roof -mounted mechanical units and supports shall be secured to the structure. The use of wood "sleepers" shall not be permitted. / M \ PAD MOUNTED CONDENSING UNIT INSTALLATION DETAIL N TS 1 1/2" MIN O 1 1/2" BAND CLAMP MAX SPACING NOT TO EXCEED 5' WITH SAG NOT TO EXCEED 1/2" OVER V INTERVAL GAUGE THK. .5" STRA CAPABILITY MAXIMUM LOAD 24 .028 840 168 22 .034 1070 216 440 1 8 9 `/ • ELASTIC LIMIT ASSUMED \ V 30ksi; RECOMMEND MAX LOAD (20% OF YIELD STRENGTH). NOTES: 1. FLEX DUCT WITH EXTERNAL INSULATION AND VAPOR BARRIER JACKETING TYPICAL TO "FABRIFLEX" 2. "INSPECTOR SERIES" SPIN DOORS SUPPORT REQUIREMENTS FOR FLEX DUCT NITS 1-5/8-I.D./3-5/8-O.D. CHROME ESCUTCHEON TWO-PIECE TYPE CAULK TO PROVIDE WATERTIGHT SEAL CAULK TO PROVIDE WATERTIGHT SEAL DO NOT INSTALL BIRDSCREEN11 --WALL CAP WITH BUILT-IN DAMPER DUCT CLAMP WALL WALL / M \ WALL CAP DETAIL FOR DRYER EXHAUST N TS ATTACH A 1/2" DEEP ELECTRICAL PLASTER RING (4%4" SQUARE O.D. ROUND I.D.) W/2 SHEET METAL SCREWS TO METAL STUD. RUN BOTH LINES s- 1- INSIDE ARMAFLEX AT WALL PENETRATION WALL PENETRATION N.T.S. [- M A/C STAND DETAIL NITS 1. UU NOTES, 1x1x1/8 STEEL ANGLE 2. WELD ALL JOINTS 3. PRIME W/RED LEAD &FINISH W/PAINT 1"Ept10EU15U U� ylApE OF U�j1 P� WIND LOADS ARE BASED ON ASCE 7-2010 USING A BASIC WIND SPEED EQUAL TO 190 MPH, AN IMPORTANTANCE FACTOR OF 1.0, AND EXPOSURE "C". Ut WIND LOAD (FBCR-2014 AND Asir 7-10) ELEVATION: 0' ° WIND PRESSURE 0 H = 37.2 Ibs/ft' (gh) (190mph) C = 1.2 (safety factor) h W = gq x C, = 45.0 Ibs/ft' T- w HORIZONTAL WIND FORCE b \ 11 P= W. x h x a= 394.3 Ibs/ft' P UNFORCE UPLIFT w Wrx b xa138.5 Lbs/ft' UNIT DATA h = 35.5" = 2,96' UNIT LOADS a = 35.5" = 2.96' TOTAL LOAD ON CONNECTIQNS b = 12.5" = 1.04' N.T.S w = 153 be T = [(P x h/2 + U x a/2) - w x a/2] x 1/a = 190 IbF nor 4 (# of bolts) CHECK BOLT SHEAR CHECK BOLT CAPACITY V,1 T= 2 x P / n., 789 / 4 = 197 Ibs V,�,= 2 x T / n�T= 380 / 4 = 95 lbs USE FOUR ( 4) 2" STEEL STRAPS ( PULL OUT = 460 Ibs, SHEAR = 750 Ibs ) pUU FLEX DUCT WATER DETECTION SWITCH AT OUTLET OF AUXILLIARY DRAIN LINE. COND. DRAIN RUN CONDENSATE LINE TO NEAREST WALL, THEN ROUTE OUTSIDE TO GREEN AREA. STEEL MOUNI FLING GRILL G NOTES: 1. PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN 2. FLASH & SEAL WALL AND ROOF CAP 3. PROVIDE INTERNAL ISOLATION AND SOUND INSULATION 4. SUPPORT FAN FROM STRUCTURE WALL CAP WALL WALL CAP SHALL BE MADE OF 0.018" ALUMINUM SHEET. MANUFACTURER SHALL BE MIAMI TECH INC. OR EQUAL. MODEL # ASWC WITH INSECT METAL SCREEN AND DAMPER. CONTRACTOR SHALL PAINT CAP TO MATCH EXTERIOR WALL COLOR. STANDARD SIZES: MODEL DIAMETER VENT WIDTH VENT DEPTH TUBE LENGTH ASWC3 3" 4-1/2" 2-1/2" 10-1/2" ASWC4 4" 4-1/2" 2-1/2" 10-1/2" ASWC5 5" 6-1/4" 3" 10-1/2" ASWC6 6" 6-1/4" 3" 10-1/2" ASWC7 7' 8" 4"- 10-1/2" ASWC8 — - 8" - - 8" 4" 10-1/2" ASWC9 - 9" 10-1/4" 5-1/4" - .. 10-1/2" ASWC10 10" 10-1/4" 5-1/4" 10-1/2" ASWC12 12" 12-1/4" 6-1/4" 10-1/2" NOTE: PROVIDE CORROSION RESISTANT ALUMINUM INSECT SCREEN AT OPENING OF WALL CAP SIZED ACCORDING TO FMC 401.6: MINIMUM OPENING GREATER THAN 1/4", MAXIMUM OPENING LESS THAN 1". HOUSING / M \ CABINET EXHAUST DETAIL N TS SUPPLY DUCT rsnnnnnn�.nAAA�VO^" .AL PENETRATION THROUGH CEILING WITH CAULK. PROVIDE 4" MINIMUM CLEARANCE BETWEEN AHU AND CLOSET WALL. CLOSET DOOR - AIR HANDLING UNIT A/C EVAP COIL RETURN 1-1/2"X1-1/2"X1/4" STEEL PLENUM ANGLES FOR FIELD FAB. EQUIPMENT STAND CONTRACTOR TO INSTALL WATER DETECTOR SWITCH TO DISCONNECT AIR HANDLING UNIT IN CASE OF WATER IN THE AUXILIARY DRAIN � VERTICAL AIR / MHANDLING UNIT DETAIL _ N TS EXHAUST WALL CAP DETAIL NITS •S ' 0. = � 57390 1 ICHAEL A. BASSFORD �-)3 S A F ��O •� ��� 2107 N.E. 17TH AVENUE PHONE: (954) 298-0700 �i T •• Rt O R I DP : • *4.TON MANORS, FL 33305 EMAIL: MBASSFORDOAOL.COM �i S• •' ••••! `C9\ ♦♦ NAj11`;`�♦♦♦ WCHAEL A. BASSFORD FLOREDA LICENSE #57390 f� co U') d' r_3 CV REVISIONS W LILJz U LIJ z_ un un i b o > QI—z \— / z Q O U W w az� zm z U 5 o Q n W z fifa- � Ld date: 10/18/18 drawn by: checked by: M.B. project no: drawing: M-3 of 3 CO 1 Ln N') :111 REVISIONS w Iz (3w z Ld cl� 0 o w LLJ > <�� z Z z Q oQ = LLJ w <z� z m Z C) U "' w Ld O N-) Z a_ a CD w ,w --D date: 10/18/18 drawn by: checked by: M.B. project no: drawing: P-1 of 2 STUDOR VENT DETAIL NO SCALE TANKLESS WATER HEATER AIR RELIEF VALVE — THERMOMETER ASHCROFT OR EQUAL, BIMETAL, RANGE 50'-250'F 1 ON TEMPERED WATER LINE. HOT WATER SUPPLY WILKINS TP1100A-4C P&T RELIEF VALVE OR EQUAL FULL SIZE P&T RELIEF VALVE TERMINATE 6" ABOVE GRADE AT BLDG EXTERIOR AS PER 504.6.1 FBC—P 2007 DRAIN VALVE OVERFLOW DRAIN TERMINATE OVER SINK CHECK VALVE; MILWAUKEE (OR EQUAL) 1509 BRONZE HORIZONTAL SWING OFF 548 BRONZE VERTICAL LIFT AS INSTALLATION CONDITIONS REQUIRE. SHUT—OFF VALVE — COLD WATER SUPPLY TANKLESS WATER HEATER NO SCALE POWER SUPPLY. VERIFY CONNECTION REQUIREMENTS CHECK VALVE; MILWAUKEE OR EQUAL) 1509 BRONZE HORIZONTAL WING OR 548 BRONZE VERTICAL LIFT AS INSTALLATION CONDITIONS REQUIRE. SELECTED BY OWNER: STIEBE ELTRON TEMPA 15 PLUS 14.4 KW GALVANIZED DRAIN PAN XY DIMENSION TO BE UNIT SIZE PLUS 4" HEIGHT TO BE 12" MIN INSTALL FLOAT SWITCH TO SHUT—OFF WATER SUPPLY VALVE WHEN ACTIVATED. ROOF STRUCTURE SEE ARCHITECTURAL 4-16d NAILS THRU PLYWOOD ENT PIPE SEE PLAN FOR SIZE & TYPE) ROVIDE VENT CAP TO MATCH VENT SIZE. BEND OVER MINIMUM 2" AT TOP, MINIMUM 6" ABOVE ROOF. RUN OVERLAP BASE WITH ROOFING MATERIAL SANITARY VENT THRU ROOF DETAIL 3/4"� " MIN. 4 II 2" MAX. 'I`IIIIIL "P"TRAP 2" VENT WASHER SUPPLY & DRAIN GRAY BOX °CW 3" C.O. GUY GRAY SPACE SAVER WITH 4 DEEP BOX FOR METAL STUD WALL WATER HAMMER ARRESTOR SIOUX 653-B (3/4") HW & CW HOSE CONNECTIONS W/VACUUM BREAKERS (WATTS OR EQUAL) TWO STAINLES STEEL BRAIDED CONNECTOR 3- WASTE FINISHED WAI FINISHED AUTOMATIC CLOTHES WASHER CONNECTION DETAIL N.T.S Lav WALL CO HUNG WC 3" Tub 2„ 4" TO SEPTIC SYSTEM 2" VTR OFFSET AS ` REQUIRED s' I 2"AAV I2" WALL CID 1 HUNG WC 3 T K.Sk CO Lav 1,3 1\ CO WM 2" CO SANITARY RISER DIAGRAM SCALE : NONE PLUMBING NOTES 1. ALL WORK TO BE PERFORMED BY A FULLY LICENSED AND INSURED PLUMBING CONTRACTOR PER ASSE, AWWA, & NSF STANDARDS AND SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES/ ORDINANCES AND OWNER REQUIREMENTS. 2. ALL WORK TO BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. 3. PLUMBING CONTRACTOR SHALL PROVIDE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, TESTS, AND INSURANCE. PLUMBING CONTRACTOR SHALL ALSO PAY FOR ALL ENGINEERING WORK PERFORMED AS A RESULT OF CHANGES AFTER BID/PERMIT SETS HAVE BEEN ISSUED, INCLUDING "AS-BUILTS" REQUIRED BY GOVERNING BODY. 4. ALL MATERIALS TO BE NEW, BEAR PROPER TESTING LABELS AND APPROVALS, AND INSTALLED PER MANF.INSTRUCTIONS. COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND GUARANTEED FOR ONE (1) YEAR MINIMUM. REPAIR AND/OR REPLACEMENT SHALL BE AT NO COST TO OWNER DURING GUARANTEE PERIOD. CONTRACTOR SHALL ALSO REPAIR ANY OTHER RESULTING DAMAGE AT NO COST TO OWNER. 5. PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF EQUIPMENT, FIXTURES, ETC. WITH ARCHITECTURAL DESIGN AND OTHER TRADES TO AVOID CONFLICT DURING CONSTRUCTION. 6. PLUMBING CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERTS, ETC. OF EXISTING EQUIPMENT, FIXTURES, PIPING, ETC. PRIOR TO BID / CONSTRUCTION AND NOTIFY ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES/CONFLICTS BEFORE PROCEEDING. 7. THESE PLANS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION REQUIRED. HOWEVER, PLUMBING CONTRACTOR SHALL PROVIDE ALL NECESSARY HANGERS, CARRIERS, TRIM, FITTINGS, VALVES, SLEEVES, FLASHING, CAULKING, INSULATION, CUTTING, PATCHING, EXCAVATION, AND BACKFILL, ETC. REQUIRED TO INSTALL A COMPLETED, OPERATIONAL SYSTEM. B. EXTRAS SHALL NOT BE APPROVED. 9. INSTALL ALL EQUIPMENT, VALVES ETC. TO BE READILY ACCESSIBLE FOR SERVICE AND/OR REPLACEMENT. 10. PIPING SHALL BE AS FOLLOWS: DRAIN AND VENT PIPE- CAST IRON NO -HUB ABOVE SLAB DWV-PVC BELOW SLAB. WATER PIPE- COPPER TYPE "L" SOLDERED. HOT WATER LINES SHALL BE INSULATED WITH 1" ARMAFLEX AS PER FLORIDA ENERGY CODE REQUIREMENTS AND/OR OWNER'S. 11. FIXTURES SHALL MEET THE FOLLOWING STANDARDS - ALL FIXTURES SHALL COMPLY WITH STATE AND LOCAL LOW VOLUME REQUIREMENTS (FLA BLDG. CODE TABLE 604.4). BATHTUB AND SHOWER VALVES SHALL BE PRESSURE/TEMPERATURE BALANCING,ANTI-SCALD TYPE WITH INTEGRAL STOPS IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE. 12. WATER HAMMER ARRESTORS SHALL BE INSTALLED ON THE HIGHEST FIXTURE OF EACH FIXTURE GROUP. INSTALL JOSAM ABSORBOTRON SHOCK ABSORBORS 7500 SERIES OR EQUAL AT ALL FIXTURES WITH QUICK CLOSING VALVES IN LIEU OF AIR CHAMBERS. 13. ALL HOSE BIBS TO HAVE VACUUM BREAKERS. COORDINATE LOCATION OF HOSE BIBBS W/ OWNER. PRIOR TO BID AND ALLOW MINIMUM OF 3. 14. WATER HEATERS TO HAVE HEAT TRAPS. P/T RELIEF SIZED EQUAL TO SUPPLY, AND A GUARANTEE OF SIX YEARS. INSTALL PPP AIR GAP FITTING OR APP. EQUAL IN P/T RELIEF LINE AS PER FBC-P 504.6.1 WITH NO TRAPS 15. PLUMBING CONTRACTOR TO INSTALL A WATTS #530C CALIBRATED PRESSURE RELIEF VALVE OR APPROVED EQUIVALENT FOR THERMAL EXPANSION PROTECTION AT THE MAIN DOMESTIC WATER SUPPLY SHUTOFF. 16. PLUMBING CONTRACTOR TO INSTALL A BACKFLOW PREVENTOR AT WATER SERVICE METER. VERIFY THAT WATER SERVICE IS 1" MINIMUM, UPGRADE IF NECESSARY OR AS NOTED ON RISER. 17, ALL WATER PIPING TO BE SIZED AS PER FLA BLDG CODE - PLUMBING TABLES 603.1 & 604.5 18, ALL DRAINAGE PIPING UNDER ANY SLAB THAT IS ON PILINGS OR GRADE BEAMS SHALL BE MINIMUM SCHEDULE 40 PVC ASTM D2665,INSTALLATION OF WHICH SHALL COMPLY WITH ASTM F2536. 19, ALL DRAINAGE PIPING UNDER ANY SLAB THAT IS ON PILINGS OR GRADE BEAMS SHALL BE HUNG FROM SLAB. 20. ALL FIXTURES SHALL COMPLY WITH TABLE P2903.2 ( MAX FLOW RATES) . REQUIREMENTS: WC-1.28 GPF, SH - 2.0 GPM, SINKS - 2.2 GPM, LAVS - 1.5 GPM PLUMBING LEGEND SYMBOL I DRAIN ARM/ DIAMETER DESCRIPTION WC............_......3,, ....................................................................... .........................WATER... CLOSET"SELECTED"BY ARCHITECT............................................. ) LAV " 1/4..............:.... _... LAV ATDRY..($ELECTED, BY, ARCHITECT)................................................ p:WK..................t-1/2"..................DI.SHWASTCHEN . _(SEl CTED..13Y..ARCHITE.C.T)..............I ERSIN.......... DISHWASHER SHOWER (VALVES AND FINISH............................................................ SH 2" SELECTED BY ARCHITECT) VALVES TO BE PRESSURE/TEMPERATURE BALANCING ANTI -SCALD WITH INTEGRAL STOPS, 'BATHTUB' (SELECTED (SELECTED' BY"ARCHITECT)......................................_.......... TUB 2" VALVES TO BE PRESSURE/TEMPERATURE BALANCING ...... ..............:...............................:.....ANTI -SCALD WITH INTEGRAL STOP% ............ BID . ... .......:....... V' ................... <.... BIDET .(SELECTED, BY. ARCHITECT) ............................... ,.... ................... . _........ WM. ..................................................................._.............._.............._ 2„ WASHING MACHINE......................................................... SANITARY..LI,NE.............NOTED)................................................ .-..—.-..—.-..—.-.— ...............:.... COLD..WA.TER..L,INE........(SLZE..AS. NQTE ..---.------,---.-........ _..:....HOT .D) ............... WATER„ LINE...........CSIZE.AS NOTED ------ - - - - - - VENT LINE ............................................... (SIZE A.S NOTED) SOV TO MATCH SHUT OFF VALVE .... .. ... .... SUPPLY PIPE RPZ .. AS NOTED REDUCED PRESSURE BACK FLOW DEVICE "'"' "" VTR 4S NOTED ............................................................... VENT TIiRU ROOF CO TO MATCH CLEAN OUT (COVER PLATE TO MATCH SANITARY SURROUNDING SURFACE) WAY / TO GRADE ... .. .. .. _ ... .. . HB VB HOSE BIBB ALL HOSE BIBBS TO HAVE VACUUM BREAKER VACUUM BR AKER - .. . FD............:.......AS NOTED ........:.....FLOOR DRAIN W%TRAP'PRIMER......__..._............._.................................. ..... .../A._.......... _. _ T.... ..CH........... AIR ADMITTANCE VALE OR STUDOR VENT. (NDICA'TES POINT OF CONNECTfON' BETWEEN' NEW AND EXISTING PIPING, CONTRACTOR TO VERIFY EXACT LOCATION 7_ ♦ INVERT, AND SIZING OF EXISTING PIPING PRIOR TO BID. V EXISTING LOCATIONS SHOWN BASED ON RECORD SETS PROVIDED BY OTHERS WITHOUT INDEPENDENT VERIFICATION BY THIS FIRM.— NOTIFY ARCHITECT IMMEDIATELY OF ANY HB W/ VB WATTS #530C PRESS. RELIEF VA. FOR THERMAL EXP. 5.0.'/. 1" DOMESTIC SVC. / PUMPHOUSE DOMESTIC WATER SERVICE NOT TO SALE MICHAEL A. BASSFORD 2107 N,E, 17TH AVENUE PHONE: (954) 295-0700 WILTON MANORS, FL 33305 EMAIL: MBASSFORD*AOL.COM MICHAPL A. BASSFORD FLORIDA LICENSE #57390 O u7 � v7 N REVISIONS LLJ U -]z LWJ Z 0 D_ r � L Li / V / , n 0 � o uJ L > a o LWl Z U Ld Q z-' zm U ZLL] - L rr)N W Z af a_W date: 10/18/18 drawn by: checked by: M.B. project no: drawing: P-2 of 2