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HomeMy WebLinkAboutREVISION 1-5-22 OFFICE USE ONLY: / DATE FILED: ZZ5r' 2 PERMIT# � ` REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATIO .Pjk,,%:F LOCATION/SITE ADDRESS: S 14 T�MSc�iC.� �J DETAILED DESCRIPTION OF PROJECT REVISIONS: VW[N AFMI' --LbA) ;7r] Sim"Z� �Ir�j/%7�8GL- c-P-w a0 GALGZ21z , C�C�/C lfA-'fA9X- 4- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Gc 0-55670 ST. LUCIE CO CERT. #: BUSINESS NAME: �=L Cr�A.)772�70&i QUALIFIERS NAME: rA;t.c 0S LAP 2,A ADDRESS: CITY: ✓k'�N I ISTATE: PC ZIP: 531-57 PHONE (DAYTIME): � �( 1 FAX: OWNERBUILDER INFORMATION: NAME: Oh-a-t-o<-' C ,A'-Aj2 A ADDRESS: " / 12- CITY: 11Y14 t STATE: f2 ZIP: PHONE(DAYTIME: 'J�6 2-3(t j FAX: ARCHITECT/ENGINEER INFORMATION: NAME: LS L A7k2 A ADDRESS: 1 Z �/-fG�i� Gf ' CITY: STATE: /e'-& ZIP: 3-3/3 PHONE(DAYTIME): .7 � �Gi FAX: SLCCC: 9123109 Revised 06130/17 x y REVISIONS: tj REV. REV. ISSUE Al BDC 02 21 21 L AN Zff A A OWNER CHANGES 06 01 21 ARCHITECTS ry �-r rg� p T p BDC 07 11 21 I C .L S & I,AN R 4 BDC 0C 17 21 OWNER CHANGES 10 11f21 AIA 38052598 6 COORDINATION 11 11 f21 Ism WA 464 5 w _A� JL_ iN "00-1 _ INDEX DRAWINGS ARCHITECTURAL SHEET NO. DESCRIPTION A0.00 COVER SHEET & INDEX A1.00 SITE PLAN IF IL 0 IL M IL A1.01 GENERAL NOTES 4 "Eq F A1.02 NOTES AND DIAGRAMS 1 A2.00 PROPOSED GROUND FLOOR PLAN A2.01 PROPOSED SECOND & THIRD FLOOR PLAN A2.02 PROPOSED ROOF PLAN A3.00 PROPOSED ELEVATIONS A3.01 PROPOSED ELEVATIONS A4.00 PROPOSED SECTIONS A4.01 PROPOSED SECTIONS A5.00 DETAILS A6.00 BLOWUP STAIR �. _® 0 cc 00LANDSCAPE 0%,00 SHEET NO. DESCRIPTION uj L1.00 LANDSCAPE PLAN v w MEPS J]N-Ni �- -� l # IA 3 , 2 0 SHEET NO. DESCRIPTION O E1.00 ELECTRICAL NOTES us 0E1.01 ELECTRICAL FLOOR PLANS M1.00 MECHANICAL DETAILS c E-A V PS I N I _11�< so T A 1`1� 7r] ' ;2- M1.01 MECHANICAL FLOOR PLANS P1.01 PLUMBING FLOOR PLANS P1.02 SANITARY FLOOR PLANS _� T a &2 < N' ll " ` � 2 " I' l ( — WNEIR (__��ILIANk4v_, ls) (n VC rj V 1 71!V4 2 Li ru LAJ ww 'V I S 10 71)&T4 3 # U'- T'J"ILDT L ¢LLJ � -REZ s0 M IV]I 1 L I N IPTM SHEET NO, S . DESCRIPTION � a � ® �� �Z vI � NTq 4a • 1�d'Ss IV"-,A EIm13v_,T<_ _1 � I S1.01 PILE & GRADE BEAM PLAN � Q� a S1.02 GROUND FLOOR STRUCTURAL PLAN g �¢ v ® FU N(n 51.03 SECOND & THIRD FRAMING PLAN ,� Fri zW ls� ._'wv_ _*'r'lzd_s_"41 " _._ ,, ao C"AN _�X_VA11TH9 2t4')-"& 2 ,1 (""' WNTElt 11 ►zv a rn W S1.04 ROOF FRAMING PLAN O ' 'n o �� _j CL U, � N ~ � mw 00 IL tio o2021 ( 001lic-l-) d J� O �O Wi ry _ w N� �ZU QUO pm� cr pj Qta—w � mom !}'�_ C7 Nzp SOPE OF WORK:A� T 1 zzz �® @� J cn En 0w5 PROPOSED RESIDENCE. �J W COQ(n CODE USED: ON H~Z m m w 'MC 2017 6TH EDITION. Q V) C.) r ARCHITECT BURGOS LANA ASSOCIATE DATE 11/20/2020 1248 S ALHAMBRA CIRCLE DRAWN CR CORAL GABLES, FL 33146 T• SCALE AS-SHOWN (786) 554-9035 PBURGOS0BURGOSLANZA.COM COVER SHEET & INDEX REVIEWED FOR COMPLIANCE SS , 9 ,CI E lv[-�"O U N T Y Au . uu REVISIONS: REV. REV. ISSUE Al BDC 02 21 21 OWNER CHANGES 06 01/21 4 BDC 09 17 21 OWNER CHANGES 10 11 21 6 COORDINATION 11/11/21 1 1 1 2 3 A4.00 4 5 6 1 2 3 A4.00 4 5 6 41 -2 41 '-2» "AN FLOOR PLAN 40'-6"T ' 40'-6" » --- 2019 4, 10„ 4, 8„ 21 '-0» 1 7'-10" 2'-2" 4'-10" 1 4'-8" 21 '-O" ® 7'-10" 2'-2" '-4 9'- " 29'-8f' 2'-0 ' 14'-0" 25'-2" O.H. 4'-6„ ,-0» 7=-1 " ® 1 '- 7'-1 " 1'- " 7'-�» 1 '- » „ , f „ 1 , , „ , , » , , 5 -9 3 -9 1 - 3 -6 -0 7 -1 1 - 7 -1 1 - 7 -0 -0 oT1 f w I A A - A A - - - — � -- — -- — - - - JL — _- - - - - - r �- o w co 6 1 N to 1Z < o ( N COVERED i>o 0 0 °' COVERED o� 00 o OC 1 cQ r b 00 1 TERRACE I 001. 00 TERRACE 1 O 00 00 � I I ''' 21° 0 ---- --- to 00I � 4 � D � o I S H. r g WD :D) �- 8' 3" 4' S» 4'-9" 7' 1 1" 4'-7" 7' 0" 1' » LLf i -- D IT v LF_ B B I --- I -- W �17 '"� MA TE R 1 1 „ �- BENCH BATH `i I 3 I-" 00 I 61 2 , o 0 2'-3, 3' �,3'_7» I I '� - ---- 20, „w s o co 00 I _ I O COFFERED 3 N 1 10 N U- N EILING I 14 I R001 I ! I GRE T '� 00 11 ® `; c� I BELOW ^1 w w I r� 00 6 wl MASTER R�VI c� 00 00 L• t BEDROOM I c r i I— r I ! I %c) 3 7L » , , » r I I CU �n 1 a LO 3 1 -11 3 - s --PROVIDE HANDRAIL l I r" Q No —7A4.01 77C7M�LYING W F Cwmnmmm T A4.01 _ R311.7.8, 311.7�8.1, Asa W `�' - F- 311.7.8.2 Sc 31I1.7.8.3 Of o PROVIDE HANDRAIL _1 r » I w I 1 I (TYPICAL ALL FL098S) _� TRAY , Z z COMPLYING W/F8C 20 -4i g -O 1 CEILING w + ++ �, Quj N R311.7.8, 311 7.8.1, -� o �` WIC I SECOND FLR. R-1 1 04 8 -0 Ulu �q 311 .7.8.2 & 11.7.8.3 ' » „ , " ' >' '; , ' " ' » `� \ EL. +15'-10 1 BATT rn cc ® �� -2 3 -8 6 -7 4 -7 -rX' 5 -0 1 20 R `� �� w z (TYPICAL ALL FLOOR 42ra 4 �, GUA DRAIL 7 2 _ w w w o w tea `,, N cc C 5'-11" 3 ' 5' 1 " WINE oLU 8„ 3,_ >, 5 6 3» 6,_1„ �,�» 3F11 » 12'-4" 1n ® � 15 BAR COOLER 1 4'-7" 10'-0" ^ - e t� ` x d ao w �' t d 00 AH -- N � a� �t 00 I 4 _ T 1 P a� oo L. 1- _7, '-7' o 00 d- u`s'a W 1 TAIR I I _ Y D I I I I STAIR 19 6.95" �, ®w I BATH MI I D N ;�, p' mg m� i� CV N M `� M BUTLER 0 ING� N ~ 1 A �n �n �n 4, in .� i � � � 1 8 � A �� � �1 � ��*� m¢ oa 00 , » �t�3 - , » , » 00 00WD d 1 tj- { 00CB 5 -1 6 -7 4 -7 1 I I 4� w a I �� in 00 ;ry o - TRAY o I I o D Q 2 is ELEV. Q 9 HALL CEILING I D 2 ELEV. i i "' 6mm am No lwjl '� A f-- �I H I W.I.C,. I NIPA A4.00 '�' , 5,_1„ » » ¢ D I I ^ A4.00 rL._ E 0 M #1 w �a �. - W L,, 11 .1 ir IFI I I -- I ~J o `1 w M cV ' " _7 1 I WD c11 » , » , , , , D Q z -9 w I 5 9 w 6'-1 2 -0 3 - 1-�' 4 -7 0W i w� 5 T 11 N P W D R j I I A N °' DESIGNATED ® co 11 C° A ` o THIRD FLR.;� IROOM �I i 3'_g' 3' 8' 2'_1» MEANS OF SCALE 1� ® r� w U_) I� a0 4 EL. +2fi -1Q � ! ao 15 ;� 4 4TC�1 ^� - 15 i� ' o¢� w D D w �, QW D w $ mom d- p aoo (fl NZh CD - <L 16 L ® 6 95" , „N 2v 7R2 H 8f 3�, 4» 5'-2 - --�0'-1 1» -{ N 5 -0 1 - U zly o ® 15 -4 4 7 w ^ 0 1 4 50 GAL ELECTRI o �`r 1 w 4 � W ER HEATER 4 y � KITCHaloolloolooli N 1 „ i �" 1 » mQ� A4.01 d. -� F — _— — �- - - COVERED A4.01 SINK IN �' BATH, COVERED o No NNNNNi� I PANTR`( o TERRACE � oI I wl in � - � 1 14 � TERRACE � wl wl s=w wl o MICRO 7—N 14 I I i o I _ BEDROOM 2 _ Q 50� I STORAGE ovEly w I DW I O � � `- w irn ao ❑ I ILn a fY Lc, �—o I N I W O `�' �I $w z COUNTER @ I O F-r7 M I 42„ FROM 8 -9 » LO 4 - -6 4 -3 4 [REF. I ( tl AN. FLOOR D i 8" I4'-5" I _ w WIC CEILING 1 r , , » .--- E E 6 -1 6 -8 6 10 � >A � � ' • O R S 4 w , ,, W gg 00 C' 1 4 -0 8 COUN ER ® I f 1 6 BUILT-IN SFEtVES d `V • — — — — F b- WD P �P 4 -10 4 8 6 D 14 $ 3- 7 0 1 0 0 ' ' B r H f � I — B = _ - - pp I H H oo ,r „ = ROOF BELOW — 1 N / d --0 6 0 -0 3 -4 -- --3 -6 7 -0 1 - o 4'-10" 4'-8" 6'-10" $ -0" 6'-10" 2 -8" EDGE OF 10'-0)1 ---- 4'-10" 4'-8" 21'-000 7'-10" 2'-2" 4'-10„ 4,_8„O.H. 21'-0„ SLAB ABOVE 7'-10" 2'-2" DATE 11/20/2020 DRAWN CR 40 -6 41'-2" f ; f. �r I .r; SCALE AS-SHOWN 41' 2" 1 2 3 4 5 6 1 2 3 4 5 6 R OPOSED s� � r 2n r PROPOSED THIRD FLOOR PLAN (S�,PRO�OSED SECOND FLOOR PLAN � ���K� `�, �z"���� N Y Paoli, SCALE: 1/4" = 1'-0" _ SCALE: 1/4" = V-0" s ' cc A2wu 1 REVISIONS: REV. REV. ISSUE 1 BDC 02 21 21 2 OWNER CHANGES 06 01/21 4 BDC 09 17 21 OWNER CHANGES 10/11/21 6COORDINATION 11/11/21 I 21 co 0 Iz A 3 B17 W w I COVERED VP COVERED STO AGE (' 4'$ 5 5 I �- A24 <�__� TERRACE A24 JB21 1 TERRACE B11 B19 619 B19 t C m A24 S H. 622 % I B22 B22 Lo LL A13 B17 GFI GFI GFI GFI Wp WP WP13�1 - -- 831,33 Li 6 MAST R A18 E-- �® B14 B14 N B14 B29 B29 COVER D A18 BENCH BA B17 I B14 B14 I ( TERRA E - - - I � w A20 W B14 B29 �= A20 A20 -- --- I B 14 I 630.32C? 7 d U ROOF o � B29 h o ZW BELOW L_20.�1 GRE T 24 ( B17 S T 22 DEN ,� 5 1 d© 1 a L. con I OM B11 NP A20 0 0 B14 ''� 2 B14 B29 B31 B31 e B19 ,� V 918 o W N 14 B1 N � �Z d S� �� I \ I 14 d 4 r" d� 18 B14 A19.21 N � A0co W° NV) B29 � 00cn _� Q� IA29 ( ---_ - BATH ae �� Q 0 � V Ccn N X A20 A20 B17 I I Q ..--J I 1. AFF U) ko a � 8 2 0 W �� A18 I .I.C. �\ B14 B14 B14 — B19 a m og �S A13 I B22 :D C,2 . mm 00 GFIL B14 GFI 624 -- — — _`:�, A29 t� ...<C a0 20 - _ A20 ___ WP GFI B22 GFI B9.8 WP a W B29 B29 WP N A18 �A18 A20 _ — -�- 0 TT 6 0 1 - a O_ INE 627 B21 821 B21 z A 6 A18 � A8 D1 L' ❑ B13 B10 2 U P A29ZL AH� J( A s P S IR 4 , =Q 14 � ,- ST I R 16 BUTLER 16 3 S AI R A29 B 15 BP / Q A A16 I A14 B15 / - B23 B21 B21 �w A16 I I O45 \ — I A14 ENTRY V'� U p 10 — ELEV. ELEV. AL AS — ELEV. B15 B 1, FOYER � Al4 A14 �H C. B10 GARAGE D ILJ I I B21 B21 d W w A16 615 B2 13 > RO 1 OPENER 627 (())B27 �' '1111'' Qom 0 FI g�3IF,: NQ� 0 A28qp — . .. Z A 14 _ f (/)�W Al B13 �� GFI 0 16 14 PWD G DN�Z4\IF RAGE � A29 ------------., m a cwn 16 D q 6 R0 A8 15 sDf B155 -_ ` B15 SD B 4 �B21 0P-0 A29 A14 5 A29 A29� B10 5 N w A3IT ==w Al N PANEL A a p a 0 GFI p / -Al B13 A13 ELOEC RIC 81' PANEL B B 3 B12 TV B12 B22 / o w z U a 0 GFI GFI GFI WATER HEATER �H 3 \ pp 612 812 wp a GFI // 6 6 wp ( B1,B3 A29 I o / WP a Al2 \ � Al2 Al2 Al2 0 � © � — — — — — -1 CO ERED I SI B TH B12 COV RED COVE ED e� � ��� -- T ACE B26 25TW0 B25 -� ��.c ;k GFI RY PAN A5, A7 --� T ACE I ST GE R0/ GFI A9�DW�NK A1111 A13 B13 B31 FI 81 B 2 B1 1 CARS 8277 B23 p� A10 N o W VP -- ---- GARAGE LTi __I— I A 12 I I � 4 Al2 I A10 Al Al 1116 B18 F. ( D METER-- A2 i © B2 GFI711 �,_.,. .ti t , LT 7' A10 ` ' — Iz Al2A10 A 2--- ______ 2 A10 Al2 COUNTER — DATE 11/20/2020 — DRAWN CR SCALE AS-SHOWN ROOF BELOW . ELECTRICAL A10 A10 B23 B23 FL LA ELECTRICAL THIRD FLOOR PLAN ELECTRICAL SECOND FLOO-R. N ELECTRICAL GROUND FLOOR PLAIN I , SCALE: 1/4" = 1'-0" SCALE: 1/4 = 1'-0" SCALE. 1/& 1'-0'" - REVISIONS: SPLIT n/ UNIT SCHEDULE H E® LE NOTE: AIR DISTRIBUTION SCHEDULE 1�1. UNIT DOORS T(� BE UNDERCUT 1" TO ACHIEVE PROPER RETURN AIR BALANCE. SIMBOL USE TYPE CCESSORIE DESIGN MANUFACTURER & MODEL No. REV. _ REV. ISSUE CD SUPPLY CEILING O.B.D TITUS 250 AA UNIT DESIGNATION AHU #1 AHU #2 AHU #3 / AIR DIFFUSER 1� BDC 02 21 21 NOTE TRANSITION BOX SIZING: RAG RETURN/ CEILING - TITUS 3 FL AREA SERVED HALL HALL DEN RANSFER AIR DIFFUSER 2 OWNER CHANGES 06/01 21 THE LATERAL SIDE OF TRIANGLE OR TRANSITION BOX IS DIMENSIONED IN A WA LOCATION A/C CLOSET A/C CLOSET A/C CLOSET THAT THE LEAST SIDE (SMALLER) IS EQUAL TO D + 2" WHERE "D" IS THE 4 BDC 09 17 21 OPERATING WEIGHT, LBS 144 142 142 INTERNAL DIAMETER OF THE LARGEST FLEXIBLE DUCT CONNECTING TO THE BOX 5 OWNER CHANCES 10/11/21 GRILLES, REGISTERS AND DIFFUSERS DESIGN MANUFACTURER RHEEM RHEEM RHEEM 6 COORDINATION 11/11/21 MODEL NUMBER RH1T4821STAN RA1630AJ1 RH1T2417STAN HVAC DESIGN REQUIREMENTS YES NO A. SUPPLY CEILING DIFFUSER "A" BY TITUS: MODEL 250-AA, WITH OPPOSED DUCT SMOKE DEFECTOR NO BLADE DAMPERS, SIZES AS SHOWN ON PLANS. SEER MIN. SEER 16 SEER 16 SEER 16 B. ALL GRILLES, REGISTERS, DIFFUSERS SHALL BE OF ALUMINUM FIRE DAMPER S NO CONSTRUCTION AND SHALL BE FURNISHED AND INSTALLED WITH ALL TOTAL AIR CFM 1,400 1,000 gpp SMOKE DAMPER S NO SPECIFIED ACCESSORIES. Z FIRE RATED ENCLOSURE NO C. MANUFACTURERS: TITUS METALAIRE, AIRGUIDE. o VENT AIR CFM --- --- --- FIRE RATED ROOF / FLOOR NO EF #1: NUTONE MODEL # XN 50 50 CFM ASSEMBLY CEILING A w EXTERNAL STATIC PRESSURE, IN OF WATER 0.4 0.4 0.4 EF #2: NUTONE MODEL # XN 80 80 CFM FAN MOTOR HP (NON-OVERLOAD) 3/4 HP 1/2 HP 1/2 HP FIRE STOPPING NO ELECTRICAL SERVICE AVAILABLE 240V - 10 240V - 10 240V - 10s SMOKE CONTROL NO FACE VELOCITY - FPM --- --- --- DESIGN AIR ACROSS COIL, CFM 1,400 11000 1,000 NOTE: ALL DUCTS SHALL BE R = 6.0 INSULATION. o GRAN TOTAL CAPACITY, BTU/HR 44,500 28,600 22,800 TOTAL SENSIBLE CAPACITY, BTU/HR 17,000 17.000 15,000 ENTERING AIR TEMP., f DB/WIB 80/67 80/67 80/67 NOTES: e� 1. FITTINGS INSTALLED FOR CONDENSATE DRAINAGE SHALL BE OF THE RECESSED DRAINAGE TYPE. 2.ALL BEDROOMS DOORS TO HAVE A 1" UNRESTRICTED UNDERCUT. TYPE & THICKNESS CL.EANEABLE 1" CLEANEABLE 1"CL.EANEABI F 1" 3.FBC 6TH ED. (2017) MECHANICAL. 1. TRANSFER DUCTS MAY ACHIEVE o THIS BY INCREASING THE RETURN TRANSFER 11/2 TIMES THE CROSS /1 w QUANTITY AND SIZE 1-20 X 20 1-20 X 20 1-20 X 20 �// r SECTIONAL AREA (SQUARE INCHES) OF THE SUPPLY DUCT ENTERING THE FACE VELOCITY FPM. MAX. --- --- --- ROOM OR SPACE IT SERVES AND THE DOOR HAVING AT LEAST AN UNRESTRICTED 1-INCH UNDERCUT TO ACHIEVE PROPER RETURN AIR HEAT/ REHEAT COIL TYPE ELECT. ELECT. ELECT. BALANCE. ELECTRICAL SERVICE AVAILABLE 240V - 10 240V - 10 240V - 10 4. FBC 6TH ED.(2017) MECHANICAL. 2. TRANSFER GRILLES SHALL USE 50 SQUARE INCHES (OF GRILLE AREA) TO 100 CFM (OF SUPPLY AIR) FOR AUXILIARY ELECTRIC HEAT, MBTU 17 17 17 SIZING THROUGH-THE-WALL TRANSFER GRILLES AND USING AN X STAGES & KW PER STAGE 1/5 1/5 1/5 UNRESTRICTED 1-INCH UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE. UNIT DESIGNATION CU-1 CU-1 CU-1 NOTE: 1. PROVIDE PROGRAMMABLE THERMOSTAT WITH SUB-BASE, AHU MOUNTED TYPE OF FAN PROP. PROP. PROP. CIRCUIT BREAKER, SIGHT GLASS AND LIQUID LINE FILTER DRIER. z No. OF FANS AND HP 1/4 HP 1/4 HP 1/4 HP 2. COORDINATE REF. LINE SIZES WITH MANUFACTURER, PROVIDE ALL AMBIENT AIR TEMP. 'F DB 95 95 95 ACCESSORIES RECOMMENDED BY MANUFACTURER. Nt 3. APPROVED EQUIVALENT MANUFACTURERS ARE ACCEPTABLE. co co z CONDENSING TEMP. 'F DB --- --- --- z No. OF COMPRESSORS 1 1 1 z COMPRESSORS RPM MAX. --- --- --- .._ 0 o CAPACITY REDUCTION 0-100% 0-100% 0-100% IE o UNIT TOTAL AMPS, 31 31 31 1 10 Aft 0 o ELECTRICAL SERVICE AVAILABLE 240V - 10� 240V - 10 240V - 10 uo OPERATING WEIGHT, LBS. 190 188 163 J x DESIGN MANUFACTURER RHEEM RHEEM RHEEM �^ MODEL NUMBER RH1T4821STAN RH1T3621MTAN RA1624AJ1 ui REFRIGERANT PIPE SIZE, SUCTION/LIQUID 7/8"-3/8" 7/8"-3/8" 7/8"-3/8" cc U 00�:9= \ L� 6 0 — 5 e cc HOOD EXHAUST � I 0 LL COVERED COVERED STORAGE 4" � TERRACE TERRACE I ' ao I SH. 5 LD 2 SLOT uj re 100 CFM �-- �- E— 10"x 12" Q MASTER I Ul 5„ TERRACE En U- w <0, _ BENCH BATH I I 6 6 �' z z 6' LDIv QN 2 SLOT `v 4a CFM 150 CFM ��$„ 0 cp r 00 I ( (- 6' LD I 6„ x 6 6 \, 2» IC L. `5 �D » 4» V) m U�, o w ROOF >, �, N 8 =r 2 SLOT �r 75 CFM - aC r r GRE T 5a CFM I I LD 2 SLOT @ = OF dEn < BELOW I I 6 120 CFM as g� W� NN 150 CFM �I —J MASTER 2 SLOT I DEN N �� zW L. BEDROOM �= Qaf Z � m0cn z_ EF 1 B 15a CFM 10"x10" lr4 cq C ad ox LD 4" 0 (28 GA) ui 2 LOT I --- 5' 8„ 0 I -n S� —1 L — MTL DUCT SEX 150 CFM ( I I 4Z15 " 0 (28 GA) � S° wD TH U ROOF 4" 0 (2 GA) MTL DUCT EXIT EF 1 av I 6" x 6" r 8" 0 MTL DUCTEXIT I THRU WALL 0 BATH 5'LD -6" x 12" TRSF I �� I 75 CFM THRU ROOF W.( G I I 2 SLOT GRILLE OVER 5» 0 14' x 14" 120 CFM DOOR a I 6» 0 6» 0 z ® —6„ 0_ \ RAG } x 8„ 6"x 6" -- ���-- — J o 8„ 0 I T 75 CFM — SOFFIT-�� =w x 8" Ql �v 6 1C' — -- -- •.r r a c� WINE » z BAR COOLER 16 fd Jd 0 w x H P F #1 50 GF 6' LD STAIR U P 0 5' LD 5' LD a Q o STAIR BATH 2 SLOT 2 SLOT E,, o a BUTLER 6' LD (- -I STAIR 5 0 / 2 SLOT 100 CFM 100 CFM 0 c 5 w bi 2 SLOT 140 CFM 1.4 <c w 6„ 0 120 CFM I I 8„ �-� /�.� �, °�` �- , -_..-. ENTRY ® ��o � ZQ� ELEV. I ELEV. 3 LD 6 _ ELEV. 1 FOYER `� ;Q H LL x �3. — 2 SLOT — a W uj DI I ( 90 CFM 5" 0 W.I.C. OM 1 �0W BE RO � mQ� 6" fd 8„ 0 -8" 0 — 1 6 0 — oho 6' -- ---- 6" X 6se N Fw—FN... 4' LD MTL DUCT EXIT 2' LD 10" x 12" 40 CFM 2 SLOT THRU ROOF 2 SLOT PWDR RA UN 60 CFM N -12" X 12" RA,C, IS FIT 4" 1 a w sir', 75 CFM EF ROOM _ QFz ® 4 ' 0 3 L N 12" X 12" RAG 2 S -- 0 FM 5 0 / 9 .� H � » I� I „ x 8 0 6 0 (28 GA) HOOD VENT �. •° ° THRU ROOF DUCT SHALL BE I EF 1 \ , / I ® �ANe,q '°.• ; \ 6' 0 KIT C EN CONSTRUCTED GALVANIZED 12" X 12" RAG _ � x STEEL STAINLESS STEEL OR 8 0 e � N OPPER PEE FBC R—M1503.2 COVERED SINK BA COVERED COVERED PANTRY I=- — TERRACE I 10" x 12" TERRACE TWO ENTRY qr ISTOR E Ro/ w 0 4" 0 (28 GA) 100 CFM BEDROOM #2 DRYER DUCT CARS OVEN I 2 SLOT I THRU WALL 16 LDW » 0 CFM 6' L GARAGE s 75 CFM 4 0 (28 GA) 150 CFM MTL DUCT EXIT 120 SLOT CFM I (SIDE WALL MOUNT) THRU ROOF REF. D 5" 0 I - - W I DATE 11/20I2020 1� 6„ x 6» Y — — DRAWN CR SCALE AS-SHOWN , 4CLCFM COUNTER Q MECHANICAL NOTE: MECHANICAL CONTRACTOR GROUND SHALL PROVIDE TWO A/C _�- DIFFUSERS INTO ATTIC AS ROOF BELOW — — Y I SU TIN FL PLAN RECOMMENDED B INSULATION 0 2 2 — --- --- 2 MECHANICAL THIRD FL_ PLANMECHANICAL SECOND FLOORPLAN �GT -FL001 PLAN 3 SCALE: 1/4" = 1' SCALE: 1/4" = 1'-O" SCALE: 1/4" V= -0' m 1 u TABLE 604.5 FBC 2017 6TH EDITION. -CAP FOR FUTURE REVISIONS: LEGEND DESCRIPTION CONNECTION SOLAR MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES 504.7 REQUIRED PAN. / OR HEAT WHERE A STORAGE TANK—TYPE WATER HEATER OR A HOT WATER RECOVERY —�' COLD WATER LINE FIXTURE _ MINIMUM PIPE SIZE INCH STORAGE TANK IS INSTALLED IN A LOCATION WHERE WATER —GATE VALVE REV. REV. ISSUE BATHTUBSa(60" X 32" AND SMALLER;} 1/2 LEAKAGE FROM THE TANK WILL CAUSE DAMAGE, THE TANK SHALL GATE VALVE - Al BDC 02 21 21 HOT WATER LINE BATHTUBSa(LARGE THAN 60 X 32"} 1/2 — BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MATERIAL p' THICKNESS OF NOT LESS THAN 0.0236 INCH (0.6010 MM) (NO. 24 HEAT TRAP -- -- --- COLD WATER OWNER CHANGES 06 01 21 GATE VALVE BIDET 3/8 PANS APPROVED FOR SUCH USE. 3 4" COMBINATION SINK AND TRAY 1/2 GAGE), OR OTHER A (� UNION / 4 BDC 09 17 21 -- —� — �-� DIELECTRIC UNION 504.7.1 PAN SIZE AND DRAIN. HOT TO FIXTURES DISHWASER, DOMESTIC 1/2 HOT WATER 3 4" l OWNER CHANGES 10/11/21 P&T EWH P & T RELIEF LINE DRINKING FOUNTAIN 3/8 THE PAN SHALL BE NOT LESS THAN 1 SIZE INCHES (38 MM) IN -PRESSURE & 6 COORDINATION 11/11/21 DEPTH AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO RECEIVE i T -' TEMPERATURE SANITARY LINE HOSE BIBBS 1/2 ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. UNION i RELIEF VALVE KITCHEN SINK 1/2 THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING RECIRCULATING (ASME APPRVD.) — — —— — — — VENT LINE --� A DIAMETER OF NOT LESS THAN 3/4 INCH (19 MM). PIPING FOR PUMP F•C.O. LAUNDRY, 1,2 OR 3 COMPARTMENTS 1/2 SAFETY PAN DRAINS SHALL BE OF THOSE MATERIALS LISTED IN -®" FLOOR CLEAN-OUT LAVATORY 3/8 TABLE 605.4. AIR GAP CA° CLEAN-OUT SHOWER, SINGLE HEADa 1/2 504.7.2 PAN DRAIN TERMINATION. VTR VENT THRU ROOF SINKS, FLUSHING RIM 3/4 THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SINKS, SERVICE 1/2 SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR 3/4" Cu RELIEF EWH ELECTRIC WATER HEATER URINAL, FLUSH TANK 1/2 EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES (152 MM) AND NOT MORE THAN 24 INCHES DISCHARGE LINE, 1" 3/4" H.B. WITH SHUT-OFF VALVE URINAL, FLUSH VALVE 3/4 (610 MM) ABOVE THE ADJACENT GROUND SURFACE. WHERE A PAN -MIN. AIR GAP TO C H.B. AND BACKFLOW PREVENTER DRAIN WAS NOT PREVIOUSLY INSTALLED, A PAN DRAIN SHALL NOT OUTSIDE GREEN AREA, WATER CLOSET, FLUSH TANK 3/8 DRAIN VALVE 55 GAL - EF 0,93 FIN. GRADE 6" ABOVE WALL HYDRANT 1/2 BE REQUIRED FOR REPLACEMENT WATER HEATER INSTALLATION. EWH TERMINATE 12" AWAY �. FROM STRU'CT. -- - WATER CLOSET, FLUSH VALVE 1 \ SERVICE CONNTIO�NQTES: WATER CLOSET, FLUSHOMETER TANK 3/8 BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD COORDINATE a - 2» j ROUTING, POINT OF CONNECTION, INVERT, AND ADDITIONAL WATER CLOSET, ONE PIECE 1/2 — REQUIREMENTS FOR WATER AND SANITARY SERVICE CONNECTIONS WITH FOR SL: I INCH= 25.4 MM, I GALLON=- 3.785 L. GRADE WASA, ARCHITECTURAL AND CIVIL PLANS, AND RULING AUTHORITIES. PROVIDE METERING, VALUING AND ALL COMPONENTS AS REQUIRED FOR A. FOR TRPS LARGER THAN 3 INCHES, USE TABLE 709.2 — --B. A SHOWERHEAD OVER A BATHTUB OR WHIRLPOOL ATTACHEMENTS _ - A COMPLETE INSTALLATION. DOES NOT INCREASE THE DRAINAGE: FIXTURE UNIT VALUE. 30" ER WATER HEATER DRAIN PAN L----y-- ----- C. SEE SECTION 709.2 THROUGH 709.4.1 FOR METHODS OF COMPUTING '-PROVIDE DRAIN FROM PAN TO COMPLY 201 UNIT VALUE OF FIXTURES NOT LISTED IN TABLE 709.1 OF FOR W/ FBC PLUMBING 504.7 & 504.7.2. RATING OF DEVICES WITH INTERMITTENT FLOWS, D. TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURES OUTLET SIZE. E. FOR THE PURPOSE OF COMPUTING LOADS SHALL BUILDING DRAINS AND WATER EATER I PI IA A SEWERS, WATER CLOSET OR URINALS SHALL NOT 8E RATED AT A LOWER DRAINAGE FIXTURE UNIT UNLESS LOWE VALUES CONFIRMED _ ___ _ >7 BY TESTING. NOTE: WATER HAMMER ,ARRESTOR TO BE INSTALLED. NTS �" 4) 0 CC 0 rmv �L�L C) 1/2„ HB � w 1 2" CW x A O I � � i))10 1/2" CW FROM I � 2ND FLR COVERED 1/2- HW �, _ �. � � STORAGE 4" � COVERED ry TERRACE 4® HW SHOWER VALVE TERRACE cb \\ 2" CW 1/2" CW S H. ! I 1/2" DOWN 1 2 HW - 1 2 CW 1 2' HB FROM ABOVE Ld 7 2=0 1=9 I1/2 HB UNDERSINK 1 2" HW / � a 1/2" HW FROM E-- E-- E-- E- 1/2" CW 'UP - - = COVERED �o 2ND FLR A MASTER TO 3RD FLR I TERRACE o� - I BENCH BATH I I I aN = Zo » IC L. '�' '`� I I 777 1 j2" HW I1/2" CW ►ta N a a c ROOF I I I FROM ABOVE W FRIG) 6 DEN � c� A0co _� zW BELOW GRE T I I MASTERQZ L. a I BEDROOM I a I � ® �� aX 1/2" HW I 1/2„ C � � a �= o w DOWN TO 'n c w o �,-.00 \ 1ST FLR I I " 1 "-- so o o m L -1 I 3/4 CW a-" m -0-0 FROM ABOVE pa .� .� a F_ � ( 3/4,r CW I I I a DOWN TO - - I V�BATH A ox l� l� W1 S FLR ( \ I v V, » °of d /2" CW 1/2" DOWN 1/2,. HB w a z 4" HW I FROM ABOVE W -}- 1/2r' HW — -- — — — — ---- -- J o �a 6 /2" cw — —7 WT Q z WINE I �,o w I LN BAR ICOOLER P L. ( = v c c a U P A4 a Q Q STAIR I I I N 1BATH % STAIR U oax w BUTLER STAIR / E(�) I �- ko a w w .-^• e I I ;:*�"[ o 0 \ I I 1/2 — 1 ENTRY r, ( MTI ! 'd Z NZ h ELEv. �h � - , - JZZ HALL X ELEV. I ELEV. FOYER cos � � I �H � W.I.C. — DI I ( I 1 BE ROOM1 __ m�N - _ _ C' I1,7T q oo » I A � � ==w 1/2" CW ca 4 FROM 2ND FLR PWDR 1 2 H ® zI vI \ ST R GE �/ - - aW� DN ROOM I 3 4" HW 4" � Z F OM 3RD FLR '"2:?2" CW 1 2 C 3j4" Hw FRO N; o N / 2ND FLR " 55 GALLON --- CW / „ o " "d ��� v, a, O 1/2 HB CW \ 1/2 HB CW t . > . ELEC TRIC O " 1 W U P .!, 1 2 CW j 2 C r / N , I tit W H ZA FROM 2ND j 1 � 2 W TO 3RD FLR ����4•�•r,R� ,•• ��� 1 FLR I W BELOW 3. 3 » FROM 2ND x c> �� �, ; { 1 FLOQR KITCHEN _ — I COVERED COVERED r : v PANTRY TERRACE » w INK M M B�If-1, _� TERRACE TWO i ENTRY NK ) 1/ » 2 BEDROOM #2 STORAGE ICRo/ I ow I �-- _ CARS L� w 2 HW / • � t pry 1 2 CW UP ITo 3RD FLR GARAGE . 1 2 W - 1/2' HW UP 1" C/W UP TO 2ND REF. ( D 1 j2" CW UP 3/4 HW TO 3RD FLR --1/2" HB TO 3RD FLR `t/1�(IG DRAWN CRDATE 20/2020 V\ SCALE AS-SHOWN 1/2" CW FROM 1/2„ HW FROMJill I,. .. 2ND FLOOR 2ND FLOOR _ . COUNTER SHUT OFF VALVE a a PLUMBING 71 `�- 1" TO WATER — — METER - - - - - - - L LA ROOF BELOW ----------- PLUMBING THIRD FLOOR PLAN PLUMBING SE FLOOR PLANFLOOR PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" TABLE 709.1 REVISIONS: LEGEND DESCRIPTION PLUMBING NOT S DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS GENERAL: FIXTURE TYPE DRAINAGE FIXTURE UNIT MINIMUM SIZE OF TRAP (INCHES) --- COLD WATER LINE PROVIDE (FURNISH AND INSTALL) /,LL NECESSARYVALUE AS LOAD FACTORS 1 BDC 02 21 21 MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL AUTOMATIC CLOTHES WASHERS. COMERCFk� 3 2 REV. REV. ISSUE HOT WATER LINE PLUMBING SYSTEM SHOWN ON THE DRAWINGS AND AUTOMATIC CLOTHES WASHERS. RESIDENTRL 2 2 2 OWNER CHANGES 06 01 21 GATE VALVE HERE IN SPECIFIED. INSTALL IN A(,CORDANCE WITH THE BATHROOM GROUP AS DEFINED IN SECTION 202 _ FBC 6TH ED. (2017) AND LOCAL (1.6 GPF WATER CLOSE?} 5 — —{ �-- — DIELECTRIC UNION ORDINANCES. - OWNER CHANGES 10/11/21 4 BDC d9 17 21 BATHROOM GROUP AS DEFINED IN SECTION 202 6 ------ P&T EWH P & T RELIEF LINE SCOPE OF WORK: WATER CLOSET FLUSHING GREATER THAN 1.6 GOF) 6 COORDINATION 11/11/21 PROVIDE THE FOLLOWING COMPLETE SYSTEMS: BATHTUB WITH OR WITHOUT OVERHEAD SHOWER - SANITARY LINE A. SANITARY COLLECTION OR WHIRLPOOL ATTACHMENTS) 2 1 1/2 B. DOMESTIC HOT AND COLD WATER — — — — — m VENT LINE C. AIR CONDITIONING CONDENSATE. BIDET 2 1 1/4 F.C,O. PAY FOR ALL FEES, INSPECTIONS AND CONNECTION COMBINATION SINK AND TRAY 1 1 1/2 --- FLOOR CLEAN-OUT CHARGES REQUIRED. C.O. CLEAN-OUT DENTAL LAVATORY 1 1 1 j4 VERIFY AT JOB SITE SPACE CONDITIONS, DIMENSIONS DENTAL LAVATORY OR CUSPIDOR 1 1 1/4 VTR VENT THRU ROOF WITH PIPE, FIXTURES, AND EQUIPMENT SIZE PRIOR TO DISHWASHING MACHINES DOMESTIC 2 1 1/2 FABRICATION OR INSTALLATION, COORDINATE: ----- EWH ELECTRIC WATER HEATER REQUIREMENTS DRINKING FOUNTAIN 1/2 1 1/4 TO AVOID INTERFERENCE WITH OTHER TRADES. EMERGENCY FLOOR DRAIN 0 2 C+ H.B. 3/4" H.B. WITH SHUT-OFF VALVE FLOOR DRAIN` h 2 2 AND BACKFLOW PREVENTER SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR FLOOR SINKS NONE h 2 INSTALLATION OF EQUIPMENT AND MATERIALS. KITCHEN SINK, DOMESTIC 2 1 1/2 SERVICE CONNECTION IJQTLS: GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS KITCHEN SINK, DOMESTIC WITH FOOD WASTE AND WORKMANSHIP FOR A PERIOD OF ONE: YEAR FROM GRINDER AND/OR DISHWAHER 2 1 1/2 BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD COORDINATE PATE OF ACCEPTANCE. 2 1 1 2 ROUTING, POINT OF CONNECTION, INVERT, AND ADDITIONAL LAUNDRY TRY 0 OR 2 COMPARTMENTS / REQUIREMENTS FOR WATER AND SANITARY SERVICE CONNECTIONS WITH LAVATORY 1 1 1/4 WASH, ARCHITECTURAL AND CIVIL PLANS, AND RULING AUTHORITIES. MATERIALS: PROVIDE METERING, VALVING AND ALL COMPONENTS AS REQUIRED FOR PROVIDE SHUT-OFF VALVES FOR EACH FIXTURE AND AIR SHOWER (BASED ON THE TOTAL FLOW RATE THROUGT - - A COMPLETE INSTALLATION. CHAMBERS WHERE SHOWN AND WHERE REQUIRED FOR SHOWERHEADS AND BODY SPRAYS) PROPER PERFORMANCE OF THE SYSTEM. FLOW RATE: 5.7 GPM OR LESS 2 1 1/2 7- 7�� -- ---- - 9 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO GREATER THAN 5.7 GPM TO 12.3 GPM 3 2 �O(lT�. EQUIPMENT OF DISSIMILAR MATERIALS, USE CLAMPS AND GREATER THAN 12.3 GPM TO 25.8 GPM 5 3 G FASTENERS OF SIMILAR METALS OR ISOLATE FROM GREATER THAN 25.8 GPM TO 55.6 GPM 6 4 PIPING AND SLABS TO PREVENT CORROSIOIN. ALL VENTS STACKS NOT TO VENTED TOWARDS FRONT ELEVATION. SERVICE SINK 2 1 1/2 PIPING: SINK 2 1 1/2 DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE URINAL 4 NOTE d "K" OR "L" WITH SOLDER JOINTS, WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE-MOLDED FIBERGLASS URINAL, 1 GALLON PER FLUCH OR LESS 2e NOTE d INSULATION FRO HOT WATER LINES. WASH SINK (CIRCULAR OR MULTIPLE) EACH 2 1 1/2 SET OF FAUCETS SANITARY WASTE AND VENT: CAST IRON PIPING UNDER SLABS, CAST IRON NO-HUB OR COPPER D.W.V. ABOVE WATER CLOSET, FLUHSOMETER TANK, 4e NOTE d P.V.C. DRAIN PIPE AND FITTINGS MAY BE USED WHEN PUBLIC OR PRIVATE ALLOWED BY LOCAL JURISDICTION. WATER CLOSET, PRIVATE 1.6 GPF 3e NOTE dk:j Co WATER CLOSET, PRIVATE(FLUSHING GREATER THAN 1.6 GPF) 4e NOTE d NOTE: VALVES FOR ALL TUB & WATER CLOSET', PUBLIC 1.6 GPF 4e NOTE d 0 PROVIDE PRESSURE BALANCE A e NOTE d SHOWERS. WATER CLOSET, PUBLIC(FLUSHING GREATER THAN 1.6 GPF) 60 - - �-� o L. LLJ — - - — 2 LU 0 0.. I e 2" �\ COVERED » R �' COVERED STORAGE 4" rz TERRACE 2 2 FU 2" SH ER TERRACE L-I- 2' vrR m SH. 2" SINK 2" LA V cl 2" DOWN TO- I 2ND FLR 2" DOWN TO 3RD FLR Li MASTER ,_. I COVERED TERRACE I w BENCH BATH I cy w� N I / W Ir Qa Oz F 6» 2" C L. 4„ a U) ROOF I I I I � � GRE T ' `� I I I � U C;C, F BELOW I MASTER 6 DEN `� 1EW L. I BEDROOM ' N 4< Q i� 3' W I / N � Aoco Ww N"n ¢w L� — \ SHOWER ¢¢ o w I 2" vrR I ( , FU) g m F � F 7 ` II CQI00r� CC o �J I I W.1.C. I I c 1 CL 2» VTR 2,� „ Q z WINE - _._... w OEM J a (� BAR COOLER I-• ' W UP 14 a AH� I E P 2 w ,-- STAIR �' N- STAIR 3" 7 F ATH �� Wzo BUTLER I— STAI R O °M VTR w w _ I ENTRY �' oQW 2" SIN ELEV. 1\ 3" FROM 2nd FOYER a d 0 o ELEV. HALL��x� I ( ELEV. — — FLR (29 FU) ® N z~ I 3" DOWN TO—\ �H I— W.I.C. — C.� � �zz DI I i �St FLR BEDROOM 1 to z¢w ---- �-/— LIZ — 0 w (29 CU) U w U = �o� m4N 2" VT 4 2 �f O / oho 0 PWDR DN STPRAgE » I-=z ,.-\. U U D N 3" W ROOM E 4 Q ww� U=V) SHO i 2" (2 FU) 2 VTR 2" VT.R • (7 ` / a l KITCHEN E COCd co c `�pta Dqy � � - N COVERED COVERED o`� '' -�,N2A M ., � COVERED '� SINK BATH f a I - I PANTRY —1 — TERRACE I Co BEDROOM #2 TERRACE TWO ; 0 ENTRY e I STORAGE MICRO/ I DW " s�NK ( 2 vrR 2„ (7 FU) -- OVEN TUDA VENT " CARS 2 2 ( I _ GARAGE ���„ . " DOW� I . RD F (70 FU FROM 3RD l I D FLR WIC (L - _. DATE 11/20/2020 COUNTER DRAWN CR SCALE AS-SHOWN — — - - — SANITARY Roof —ELow — — — — FL PLANS CONNECT TO— ----- --------- S EWER s"" M 2 2 SANITARY ITA THIRD FLR PLAN SANITARY ( N L L 7 F PLAN - ; we SCALE: 1/4" = 1'-O" SCALE: 1/4 = 1'-O" aCALE: 1/4 1'-0" P1 . 02 AUGER CAST-IN-PLACE CONCRETE PILE NOTES CONC. SLAB REVISIONS: 1 PILES SHALL BE 14" DIAMETER AUGER CAST PILES OF 35 TON COMPRESSION CAPACITY MIN. SEE SCHEDULE ON PLAN 14" DIAMETER PILES SHALL BE WITH 5#5 VERT. BARS @ REV. REV. ISSUE PERIMETER & 1#7 FULL LENGTH IN CENTER AND #3 TIES AT 12" O.C. DEPTH OF THE 0'-0" F.F. 1 BDC 2/21/21 PILES. - --- r� _, _ v ° 6 COORDINATION 11 11 21 2. METHOD OF CASTING AND LENGTHS OF PILES WITH CALCULATIONS SHALL BE SUBMITTED BY q ° • , q a ° THE INSTALLER FOR THE APPROVAL BY A/E BEFORE STARTING THE INSTALLATION OF PILES. q 3. A MINIMUM 500OPSI GROUT IS TO BE USED FOR THE PILES, DESIGN CRITERIA OF a ° q ° CONCRETE MIXES ARE TO BE SUBMITTED FOR APPROVAL BY A/E ALLPILES SHALL BE d �� q a MONITORED BY GEOTECHINICAL ENGINEER THIS LOG SHALL BE SUBMITTED TO THE BUILDING ° q ° DEPARTMENT. q ° J 4. SOIL REPORT WAS PRESENTED AT THE TIME OF THIS DRAWING SO A MIN, q ° DEPTH OF PILE TO ACHIEVE DEPTH OF -30'-0" MIN. FROM EXISTING GRADE OR PER SOIL © ° ENGINEER. • • ° • 5. ALL PILES WITHIN 6 DIAMETERS OR 7' MUST BE POURED MIN. 12 HOURS APART. 6. CONTRACTOR MUST GIVE CAREFUL ATTENTION TO PILE AND FOUNDATION SYSTEMS DURING U PROVIDE 3#5 EW BACKFILL AND COMPACTION OPERATIONS. TOP OF GRADE BEAM a • ® • OVER GB CAP -1'-6" F.F. p GRADE BEAM SCHEDULE 4 PROVIDE (4) #5 BAR WITH 6" HOOKS AT REINFORCING p a ^� � EACH END 3# STIRRUPS ELEVATION N MARK SIZE TOP MID BOT GB-1 18X27" 4#6 4#6 12" O.0 F.F. PER PLANS Q GB-2 18X27" 4#7 4#7 12" O.0 F.F. PER PLANS • ,� ,_ TOP OF PILEJzn\ 1 2 3 4 5 6 NOTE. d -3'-6' F.F. TOTAL NUMBER OR PILES = 44 ° q CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ° 4'-10" 21 '-0" 7,-10" ARCHITECTURAL FLOOR PLANS ° CONC. PILE `---y~ --- TOP OF PILES = 3,_6„ _ ,a >g 7'-10 a 13 -4 8 -Z1 8 -3 PILE SCHEDULE �1-- 1 C ` r 2PC 1 c 1 c 1 C � 14" DIAMETER AUGER CAST PILES MAX. 35 TON CAPACITY PER PLANS. DEPTH OF A — ;. r -- ;'-1loom%, `� 0 PILES TO BE MIN. 30' FROM EXlST1NG GRADE. .LOCATION PER PLANS. ETI --� �-- 0 - G8-1 � ITF GB-1 � GB- � I �J MAX. LATERAL LOAD = 4 TONS; TENSION = 15 TONS I f TYP 1PC TO SLAB CONN. SCALE: 1" = V-0" 0 0IIII I - ui W 6" CONC. SLAB I I f f m m 6 '� O W/ 1#5 @ 12" 00 00 I I I Iz O.0 EW 1 1 <D !� 00 w 0'-0" F.F. 2 C GB 1 I I GB-1 2 C I < 1#5 @ 8" O.0 W/6" 6" CONC. SLAB ipc ° HOOK EACH END INTO W/ 1#5 @ 12" 1P GRADE BM & SLAB :. -- <. ° O.0 EW q a 2PC BLL ° 1 J J 4 -1'-0" F.F. - 5'-O,+ _ 1 6'--- 1 8'-7'1 I I a q f cD I -- ° d ' q I 1 ff I TOP OF GRADE BEAM I I f vWi w -1'-6" F.F. 4 • A 0 • GB-2 I , I i f ' °'� � I I 1PLLJ 00 I f If � � I f I W II fil V_ qZ in a ZW U6 f � f � 4 � �z fL f -- SEE DETAIL I I � �' � omtz 1#7 FULL LENGTH a O 4 - 10 - 2/S1 .01 f I pp q 0 1� aV) I- TOP 6" F.F.OF E d.. I I I f N O to C U� ax ° 4 (3" MIN EMBEDMENT INTO I 2PC 2PC ( 2 w � ev cb <¢ u'w 5#5 i•_6" GB-1 _1 u� L� o q ° GRADE BM TYP.) C I I^ Zg � --off � so� �F_ 4 a. cv r` m¢ 00 JJ �� #3 @ 12" O.0 C P a... 1PC� �� ° ----__CONC, PILE f i I I � �7 00 w 4 1 ' 00 0 +T Ij I I I a� Lo ® Lo B 51 .01 ! A ( I� 1 �z N ° 1 . °o ; S 1 .01 w� f I � S1 .0100 ! L T I L 4#6 (T8cB) & #3 N N I Wa STIRRUPS @ 12" O.0 SECTION I 1 100 a �. (REFER TO GRADE BM I az SCALE: 1" = 1 -n" SCHEDULE) — — GB-1 1PC 1 ►� ozo FOYER TO ELEVATOR SCALE: 1" = 1'-0" f J l f r La fy I I f 6 0oCL d W 8" CONCRETE BLOCK WALL 1 I I f p w o ® I NZh- I � ZQo I �.. 1 PC I ' 2PC 2PC GB-2 2PC U cklI c 0 z BEAM PER PLANS PILE VERTICAL BARS 1 PC TO HOOK INTO 0 -0' F.F. 1- a �' ""� o o U GRADE BEAM WITH cn p a. a. a a. W 5 ° STANDARD HOOKS ' ce #3 STIRRUPS @ 12" I icv ma Ltl V)i AFTER 12" MIN. w d 4 �._' --� f�- L �.-- --� _ .J N=a O.0 TO -25'-0 PENETRATION INTO Y q • • a w 4 w GB-1 �r '(A co'j GRADE BEAM ° o ITI -T �lz ==w `-'ate BOTTOM(LONG BARS) r q . a ° 12" X 16" THICKEN EDGE f f I f 1 z 6" F.F. WITH W/ 2 #5 CONTINUOU w w ! � d d- _ (72") — 3' MIN. COVER EST GRADE ° .I _I I I I f --_ _- - ! I o _1 TYP. 4° .- Id° TOP OF GRADE I I � 14"T AUGER 4 BEAM -1'-6" F.F. I 14 \l ... < CAST IN PLACE PILE PER PLANS o ® I I �r ® .. % j p GB-1 1 C 2PC I GB-1 I ,`��';' O�' -25'-0' ' GB- 1 1 PC f �,, ` U �� a E a ( —o E ry #3 STIRRUPS �, / AT 12" �•, 0 4 -8 � I 10'-6" 10'-6» I I 7'-10" _ GB=r— B-1 F ak a 0 00 a. H DATE 11/20/2020 TOP OF PILE --- DRAWN Q -3'-6» F.F. CR 1 c 1 PC 1 P SCALE AS-SHOWN 7#7 (SHORT BARS 1 ° a> > » ,, BOTTOM -30' 0" MIN. a >. PILE & RA 21 —o DE OR AS DETERMINED BY " . �--_ 4 -1.0 4 -8 -- _._ 7 -10 2 -2 - INSPECTING GEOTECHNICAL ENG. - _-_ 40'-6" FROM EXISTING GRADE METAL ° CENTRALIZER � CONC. PILE TYP PILE DETAIL E SCALE: 1" = 1'-0" PILE T L 2SECTIONA AAI E LA A nu ' SCALE: 3/8" = 1'-0" , C. SCAL SCALE: 1" 1'-0" 1/4" = 1'-0" TERMITE PROTECTION FOR NEW CONSTRUCTION AS 6" CONC. SLAB 1#5 AT REVISIONS: PER F.B.C. 1816.1 & F.B.C. R318.1 - CONTRACTOR W/ 1#5 @ NOSING 2'-6" TO REFERENCE F.B.C. FOR FURTHER REQUIREMENTS. 12" O.0 E.W. INTO GARAGE SLAB REV. REV. ISSUE Al BDC 02 21 21 SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE },0'_0' 2 OWNER CHANGES 06 01 21 PREVENTION INSIDE THE FOUNDATION PERIMETER SHALL BE FIN FAR a p SLOPE 2 DONE AFTER ALL EXCAVATION, BACKFILLING AND tCOORDINATION BDC 09 17 21 11 11/21 COMPACTION IS COMPLETE. p p 0'-6" OWNER CHANGES 10/11 21 IF SOIL AREA. IS DISTURBED AFTER INITIAL CHEMICAL SOIL a GARAGE SLAB v a TREATMENT, AREA SHALL BE RE-TREATED WITH A 4 __ n �___ • • • • CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR p FRAMED. TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA CTIDEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6" CONC. SLAB W/ 1#5 @ 12" PROTECTIVE SLEEVES AROUND PIPING PENETRATING GARAGE STEP O.0 E.W _ CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF SCALE: 1" = V-0" SCALE: N.T.S. CELLULOSE-CONTAINING MATERIALS AND SHALL HAVE A _ MIN. WALL THICKNESS OF 0.010" AND SHALL BE SEALED WITHIN THE SLAB USING A NON-CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICIDES SHALL BE APPLIED INSIDE 8" CONC. 6" CONC. SLAB W/ 1 #5 THE SLEEVE PER FBC PLUMBING 305.1.1 BLOCK WALL ® 12" O.C. E.W. Z,o'-0., V 41 4 4 TOP OF SLAB CONTRACTOR TO VERIFY ALL DIMENSIONS p • a WITH ARCHITECTURAL FLOOR PLANS a 4, ° a Al p 12" X 16" THICKEN 2019 a EDGE WITH W/ 2 #5 CONTINUOUS 4 4 a h-1'-6" F. F.- TOP OF GRADE BEAM 12 ° GB—PER PLANS f Q '�' < 12 C) 4 Lal. 2 --- 0 + 7}- 9f — u- TO I- 0 EAIV! BOTTOM PILE F U 1 -6" • " 3FC FC FC FC FC 3FC C-1 TE C-1 TE C-1 TE ■ ■ ■ ■ ■ C-1 a 1 -- n 6" CONCRETE SLAB W/ ■ FC Cc SECTION 1 #5 EW @ 12" O.C. A 0 SCALE: N.T.S. FC s-ti 4 5 6 4" CONC, SLAB W/ 6„ x 6„ TE L.L B 1.4 x 1.4 WWM ON VAPOR R WELL S 1 ,02 FC LL COMP RRIACTARRIER ER ED EFILL FC CO �� I FC FC 4FC FC TC FC ■ ° - 4 C-2 ■ ■ ■ ■ ■ ■ ■ ■ ■ C--2 C-1 w • p u `° © 4FC FC FC FC FC FC ui Lu 4 4 FC Cs' STAIR w Qo Lz 12" X 1 6" THICKEN _ TE O ¢ L*T+H EDGE WITH W/ 2 #5 ® FC Nzo'® 1 � CONTiNuous 6 2>, 4 rn N ce kou z / m+ 0 NIRD FIN. FLOOR • ` /''� * � O� .> - •� TOP OF GRADE PROVIDE 2#5 AT-� a a ¢s BEAM -1 -6 F.F. FC THICKEN EDGE C-4 C-1 A Oq W W N � z w a p O d' C12 ' as �x G —PER PLANS ►c, � 4 o 0 kO FC " o � °a � �� Z� c� g ° a xI 1 TE m 54 �a ti ° n N � CQ mm OO FC 6„ CONC. SLAB C_P O — — — �__ — — � � `' W/ 1#5 C� 12" �¢ CL O.C. EW WAY 0 Q z 1� -1a a FC 4FC FC TO C-5 1 C--1 `''o - - - - - - "� `F TOP OF PILE ■ ■ ® ■ ■ 3FC =J 1'-6" F.F. C-2 FC FC FC LUM u P FC Z �- p1i°2" FC w z �— a a E GROUND FLR. E� o�,°, 4 ti �— 4 B E�. -0 -0 6.33 NAVD) FC �' Q W W p FC ■ �- 1 ,- 1 �„ \ —' — 1 12„ S1 .02 S1 .02 FC .� �Q0 --STAI R L� ` ¢ - - e�D < SECOND FIN. FLOOR q m. 00 c' Lo SECTION - 0WCJ FC FC FC FC FC o uj AT CAST IN PLACE COLUMN SCALE: 1" = 1'-O" FC )Al 14 FC m¢n r FIT �� QL N=o PROVIDE FC 'w Z „ 3/4" RAINCUT SLOPE 2' ,. �.� . _ �� . . F L �� muj ------ I 4 — — — — — 6 CONC. STAIRS / #5 1'-0. 4 5 51 .02 0-¢ly _ r -0'-4" F.F. - I -�- I vz `.0 - - - - @ 6 O.C. BOTTOM & q -- . I- —FG 1 3�C i I IFC o z #4 TRANS @ 12" C 3FC ■ ■ ■ ■ C �1 TC ■ 3FC .. ° ® p • s ■ FC FC O0 — — — — — rn " a. ---- FC C-1 2#5 AT - - - _ _ _ LANDINGS -__— 5 @ 12" O.C. E. _�: ° — TOP OF GRADE FC �_llwn NNN'lk r` TOP & BOTTOM AT a BEAM -1'-6" F.F. �'�C�oR.Dq LAN DINGS FC AL '° � FC 6„ CONC. SLAB r14 N SC LAB W/ 6" x 6" �;°Qv Go - i » : i— „ a 1.4 WWM ON VAPOR v - ; �> +O - 0 6 33 NAVD �— � \�'��' � � _ W/ 1 5 @ 12 � BARRIER OVER WELL TE 4 ►� O.C. EW WAY -R FC :I . to GROUND FIN. FLOOR �° - N ti COMPACTED FILL �d 1 p g \�\\/\\/\\ �as • <' /\/\/\/\/ \ �` .4 FC A �// /\ /\ /\ TOP OF PILE ADJACENT GRADE \ ' \\ �\ �\ .�aL� //`��/ CR \\/\\/\\/\� �, 'e e". /\�/\\/ al- 4 � �. -3'-6" F.F. FC TC � I .02 -- .,. DATE 11i20(2020 /\/�/\/ / \/\/\/\/\/ a.. /\/\/ 1'-6A Al FC TE C 4 4CA EDRAWN AS-SHOWN 3FC FC � �.� I� �� � '.: � �<; � I ::.• ,_;+ \ \ p — — — — ----- --BM ABOVE-- � — — Yy tj //�//�/j�// j�//�/j p 2" TIC - - TC L00 _w ) ■ --- -------------- R . STRUCTURAL LAN R'k F SECTION ECTI RUCTUl ?AL PLAN F SCALE: 1" = 1'-0" A SCALt _- i t ,....im SCALE: 1" = 1'-0" 1/4" = 1'-0 REVISIONS: NOTE: REV. REV. ISSUE MIN. GROUT STRENGTH TO BE 4000 PSI 1 BDC 02 21/21 #4 @ 12" O.C. PROVIDE 1#5 @ 6" SLAB TO IN 28 DAYS UNLESS NOTED OR SHOWN 2 OWNER CHANGES 06 01/21 PROVIDE 3/4" TOP BAR W/ MIN 32" O.G. HOOK MATCH CONC TOP PROVIDE 3/4" 1#4 BAR @ 12" O.C. OTHERWISE. IT SHALL BE A MIXTURE OF 4 BDC 09 17 21 NOT LESS THAN ONE PART PORTLAND RECESS TYP 2'-6" INTO INTO SLAB RECESS (TYP) GROUTED JOINT OWNER CHANGES 10/11/21 HOLLOW CORE 3" TOPPING 30" CEMENT TO THREE PARTS FINE SAND. TOPPING 4„ 30" 6 COORDINATION 11/11/21 +15'-9" . . . . . ; OND FIN F a. 15'-6" 0001000 ,.. TOP OF B-5 J/(��\SEC FLR �4 I ° d. . d • t . ,1: • ! ° tea B-6 PLANK GROUTED JOINT CONNECTION e.a O P o . ° BB-1A B-7 HOLLOWCORE a STANDARD ULTRA DECK HOLLOWCORE PLANT DETAIL 0 0 6" CONC SLAB a ® 2#5 #5 @ 12" O.C. #5 @ 12" O.C. W/ #5 @ 1 TT PROVIDE 1#4 @ EW BOTTOM EW BOTTOM Q.C. EW BOTTOM 16" O.C. W/ 12" HOOK INTO 6" CONC SLAB 2019 4 DETAIL 5 DETAIL >__s1 .03 s1 .o3 0 co #4 @ 12" O.C. TOP 6" SLAB TO 0 PROVIDE 3/4" BAR W/ MIN 2'-6" MATCH CONC TOP 0 � RECESS (TYP) INTO HOLLOW CORE TOPPING 3" TOPPING -------- — -- -- 2B-1 2B-1 2B-1 B-1 B-1 B-1 LL I BB-1B _ 3FC BB-2 FC C1 FC BB-1A FC TC 3FC Cl C1 C1 C1 +15'-10" 3FC ■ E49 q .a •. SECOND FIN FLR L-1 (BELOW) C1 C1 Cl L-1 W 2#5 °° ° ® (BELOW) ¢ FC t _� w "X4 WD NAILER 617 MZ K .d +15'-2" W 40 TAPCONS FC .- FC a 6 CONCRETE 0 m ~ ° 16 TYP r 3 „ I o 6" CONCRETE rr TOP OF BB ® C (TYP) I m o 6 CONCRETE I SLAB W/ #5® I -, m 0 BB-1A B-2 2#5 m N N I m N I I m SLAB W/ #5@ 12 N m 12' O.C. EW -' m SLAB W/ #5@ ' ^ Q © m m O.C. EW 12 O.C. EW �.1 , 6„ CONC SLAB PROVIDE 1#4 @ HOLLOWCORE m •`V W/ #5 @ 12" p o 16" O.C. W/ 12" FC FC L-1 L-1 FC 5 OT B LO BELOW S1.03 BB-1 O.C. EW BOTTOM HOOK INTO 6 ■ F BB-1A TC ■ FC FC PC FC FC FC C1 I CONC SLAB FC ■ C2 C1 FC ■ — -- _ ■ ■ ■ C2 I - - w - o C2IV 4FC _i BB-2 L-1 L-1 » w a < m PROVIDE 12 LOW (BELOW)--"- 3 � a RECESS FOR SGD 3 w FC d- o o 0 � -� N 3 �, w m FC ■ -� m m m o m W Q C~ z z m I m QN DETAIL m m FC N r v01 fs� o m FC Q m » » I ■ m U 'o O N k z S .O3 2 -O„ $ HOLLOW CORE SLAB W/ 3 CONCRETE TOPPING m 8 HOLLOW CORE SLAB W 3 CONCRETE TOPPING m FC C4 � , W/ 6" X 6" -1.4 X 1.4 WWM - 6 CONCRETE Cl cfl m W/ 6" X 6" -1.4 X 1.4 WWM m ■ FC 6 CONCRETE C1 Q m PROVIDE #4 "L" SLAB W/ #50 i m SLAB W/ #5@ �3 REBAR GROUTED IN 0 ATTACH WD TRUSSES FC 12' 0.C: EW 0° A ■ FC 12' 0.C. EW a `� c`n �� a� KEYWAY OR CORE. ONE i PER PLANK MIN. `4 TO WALL WITH JOIST PROVIDE 8" FC ! c� m == <z ■ FC N � o ao W W N� HANGER W/1j4"O RECESS FOR SGD I _ a cQ 0 <� x PROVIDE 3/4" 3" CONC, TOPPING AND TAPCONS O i to 0 (o oa $ _6 . � a w RECESS TYP REINFORCEMENT BY OTHERS. 2"X4 WD NAILER FC 1 -' MO i m W 4fJCCo i'7. �^ �w SEE STRUCTURAL DWGS, W/1/4s� TAPCONS 51.03 FC 4 - m o° wZ) 6" MIN, GROUT AT KEYWAYS @ 16"OC (TYP) C2 S1.03 FC M'oM'o co cod SECONDARY POUR (BY SPI,) _ FC ui (BY OTHERS). TYP. FC HOLLOWCORE BB-2 w BB-1A o w •:. . ' . .. • d.. :•, • < . .».FC • FC FC BB-2 FC FC ■ FC FC FC a a C 1 C +rJ2 .....>, 3FC ■ ■ 3FC 4FC TC © 3FC 3FC •". ¢z _ 3FC F ' L-3 ■ BB-1 ■ Jo 00 BELOW FC w KOROLATH BEARING ° GROUT DAM BY PROVIDE 8 » FC o w „ ( � RECESS FOR SGD N o ,. N o a Q z STRIPS 3 X 1/8 OTHERS). SEE STRUCT. FC w FC 8 HOLLOW��CORE SLAB W/ 3 CONCRETE TOPPING (BY SPI). TYP. I 3j" BRG. TYP. DWGS. TYP N m W/ 6 X 6 -1.4 X 1.4 WWM J w e� ��'w N � FC N FC k¢o ° BOND BEAM OR THE FC ■ °N° ■ FC FC m ■ FC �o� BEAM (BY OTHERS) N o <w 04 N o 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING -� I N o ¢ N p a�w — 8" C M U WALL m W/ 6" X 6" -1.4 X 1.4 WWM m w I �� m J w � Co m m (BY OTHERS) BB-2 +26 -10 m BB-1 +15 10 0° NZ° C FC FC FC TOP OF 3RD FLR FC FC FC FC FC FC ® YTOP OF 2ND FLR FC ¢<' FC ■ ■ T ® PROVIDE 8" FC ■ FC J z z RECESS FOR SGD N O T PROVIDE 8" N o w 0 FC N -j wm FC N RECESS FOR SGD J m m<cwn I ® I ------------ co, DETAIL m FC m FC No 2 BB-2 4F BB-2 FC 4 C FC BB-1 c=, S .O 3 3FC T 3FC ■ ■ ■ 3FC 3FC TC 3FC 3FC a FC ■ FC ■ FC Cl BB-1A ■ 6" CONCRETE ■ FC C1 0 z 6" CONCRETE PROVIDE 8" "� L-3 SLAB W/ #50 L-1 N #4 "Z" BAR GROUTED INTO C' ■ BELOW 12' O.C. EW ■ (BELOW) I SLAB W/ #5@ RECESS FOR SGD 2FC ( 2FC AL SAWCUT CORES AND #4 0 8 -O �t FC 12' O.C. EW FC PROVIDE 8" RECESS FOR SGD CONTINUOUS ONE PER 1 / „ PLANK MIN. 16" O.C. � 2'-0" �� �- 3D, +�„®..••�•���� 3D PROVIDE 3/4" #3 TIE BARS @ " �°� FC ¢ N 8" HOLLOW CORE SLAB W 3" CONCRETE TOPPING I i •>.F � RECESS (TYP) #3 @ 16 O.C. FC 1 8 HOLLOW CORE SLAB W 3 CONCRETE TOPPING d » j I / N o 6 ,CONCRETE I I I m 6 CONCRETE 3 CONC. TOPPING AND m m �> i -� j # m REINFORCEMENT BY OTHERS. m W/ 6 X 6 -1.4 X 1.4 WWM m -� m SLAB W 5@ 04 m m m Wj 6 X 6 -1.4 X 1.4 WWM m m SLAB W/ #5@ ®c��•'`O,OS g SEE STRUCTURAL DWGS. m 12' O.C. EW 12' O.C. EW - HOLLOWCORE FC FC _ 3 � t �t g ■ 2FC S1.03 2FC A I 1 0 oo BB-2A S1.03 C1 BB-1A FC FC ■ Cl e•. 0 0 00 6 CONCRETE SLAB FC 3FC TC W/ #5@ 12 O.C. EW T SECONDARY POUR « ' FC 28-1 3FC d T B-4 B-1 DATE 11/20/2020 BY OTHERS), TYP. < -- FOR LAP DIM. 3FC BB-2 ■ i ■ 3FC m DRAWN CR ( ) _ SEE PLAN 3FC ■ 3FC 2"X4 WD m ■ ■ ■ 00 2"X4 WD SCALE AS-SHOWN e•Y• BOND BEAM FC FC FC FC NAILER 3FC C FC FC FC FC I F NAILER I. (BY OTHERS) (BELOW) ELO NOTE: » SECOND & THIRD LOW TC TC B PROVIDE 3 j4 RECESS AT 8" MASONRY WALL 1" RECESS � BLOCK CONNECT ON L(TYP) � FRAMING FLOUR (BY OTHERS) ATTACH WD TRUSSES TO 416, WALL WITH JOIST HANGER PLANS DETAIL 2 THIRD FRAMING FLOOR PLAN SECOND FRAMING FLOOR PLAN SCALE: 9/4" = 1'-0" � SCALE: 1/4" = 1'-O" s � .o3 S1 , 03 BEAM SCHEDULE REVISIONS: REV. REV. ISSUE BEAM ELEVATION TOP OF BEAM REMARKS /21 B-1 EL +17'-4" 12"x16" CONC BMW 3 6 BOTTOM & 3 6 TOP W 3 STIRRUPS ® 8" O.C. Al 02 21 B-2 EL +16'-9" 8"x12" CONC. TIE BMW 2 6 BOTTOM & 2 6 TOP W STIRRUPS @ 6" O.C. 2 OWNER CHANGEESS 06/01/21 B-3 EL +9'-6" 8"x31" CONC. BM W/ 2 6 BOTTOM & 2 5 MID & 2 5 TOP W 3 STIRRUPS @ 8" O.C. 4 BDC 09/17 21 B-4 EL +16'-9" 8"X20" CONC BMW 2 7 BOTTOM, 2 5 MID & 2 7 TOP W STIRRUPS @ 6" O.C. OWNER CHANGES 21 B-5 EL +29'-4" 8"x12" CONC. BM W/ 2 5 BOTTOM & 2 5 TOP W STIRRUPS @ 8" O.C. COORDINATION 11 j1t 1/2 21 B-6 EL +15'-9" 8"x24" CONC. BM W/ 2 #6 BOTTOM & 2 #5 MID & 2 #5 TOP W/ #3 STIRRUPS Q 8" O.C. B-7 EL +14'-11" 12"x24" CONC. BMW 4 #7 BOTTOM & 4 #6 TOP W 3 STIRRUPS @ 6" O.C. 26-1 EL +29'-4" 12"06" CONC BMW 3 #6 BOTTOM & 3 #6 TOP W/ #3 STIRRUPS 0 8" O.C. 26-2 EL +28'-9" 8"02" CONC. BM W1 2 #6 BOTTOM & 2 J6 TOP W STIRRUPS @ 6" O.C. 213-3 EL +26'-9" 8"x12" CONC. BMW 2 #6 BOTTOM & 2 #5 TOP W1 STIRRUPS @ 8" O.C. 313-1 EL +40'-8" 12"x16" CONIC BMW 3 #6 BOTTOM & 3 #6 TOP W 3 STIRRUPS 0 8" O.C. 38-2 EL +40'-8" 12"X36" CONC BM W1 3 #7 BOTTOM, 2 #6 MID & 3 #6 TOP W1 #3 STIRRUPS @ 6' O.C. 6 3B-3 EL +40'-8" 8"X36" CONC BM WZ 2 #7 BOTTOM, 2 6 MID & 2 #6 TOP W 3 STIRRUPS ® 6' O.C. COLUMN SCHEDULE TC 8"X12" CONC COL W/ 4 #5 & W/ #3 STIRRUPS @ 10" O.C. C-1 12"X12" CONC COL BLOCK W1 4 6 & #3 STIRRUPS ® 12" O.C. PROVIDE 2" x 4" PROVIDE MIN. 1/2" C-2 8"X12" CONC COL W 4 #6 & #3 STIRRUPS @ 6" O.C. CONTINUOS LATERAL PLYWOOD TO UNDERSIDE C-4 8"X16" CONC COL W 4 6 & #3 STIRRUPS @ 8" O.C. BRACING TO BOTTOM OF WOOD TRUSSES ON C-5 8"X23" CONC COL W1 4 6 & #3 STIRRUPS © 8" O.C. CORD W/ (2)-16d NAILS COVERED TERRACES (TYP.) 2019 FC 1#5 @ 32' O.C. 2FC 2#5 6 1 2 3 4 5 6 3FC 3 5 f n a » i n ( r » 1 -4 8'-2" 1 -4 29 -8 1 -4 BOND BEAM SCHEDULE O.H. O.H. O.H. � d' BEAM ELEVATION TOP OF BEAM REMARKS BB-1 EL +14'-9" 8"x16" w 1 5 TOP & 1 5 BOTTOM rJ BB-1A EL +14'-9" 8"x16" w 1 5 TOP & 1 5 BOTTOM Co BB-1 B EL +26'-2" 8"x16" w 1 5 TOP & 1 5 BOTTOM Q BB-2 EL +26'-9" 8"x16" w 1 5 TOP & 1 5 BOTTOM i BB-3 38-1 36-1 38-1 i BB-2A EL +14-11 8"x16' w 1 5 TOP & 1 5 BOTTOM A o —I — o A 0 rr BB-28 EL +14'-11' 8"x16" w 1 5 TOP & 1 5 BOTTOM L1 � I BB-3 EL +38'-8" 8"x16" w 1 5 TOP & 1 5 BOTTOM if ,�w } i B -3A EL +37'-9 8 x16 w 1 5 TOP & 1 5 BOTTOM j a� fff LL >} » f O tin: vA' L• ±fit: ,�—ry/ :wi,:•N a �•c fi BB 3B EL +39' 8 8 x16 w 1 5 TOP & 1 5 BOTTOM I ' • 6 .: is - - x16" w 1 5 TOP & 1 5 BOTTOM °''" �' .•iN ' ui 8B 3C EL +42 8 8 in '•_• `:,' :•:;•� '"..�' W ') Lli LINTEL SCHEDULE GIRDER TRUSS <. ;_:` :`::: ':w• '"'� MAX. UPLIFT LOAD PLF MAX. LATERAL LOAD PlF :; I BOTT EL N STEEL MAX. GRAVITY LOAD PLF 0 D B LINTEL SIZE CAST CRETE SPECIFICATION 0 .i`•' , L-1 54 8FB-1B 1 5 1,969 1,207 591 : rr L-2 42" 8FB 1 B 1 5 2,561771r L-3 78 8FB-1 B 1 5 1,236 836 721 B :,; 777,11� `\.. t ;'~: Y`~ t.;j° ;'_ `,•j: .:;: B Lo Q L-4 90" 8FB-1 B 1 5 1,01100 727 534 6 3B-2 L-5 112" 8FB-16 1 5 752 — _ :�. .• ... '• ', .:4{,.°.Y.. _ LEGEND: STRAP SCHEDULE _ �`� '`° UPLIFT "�•"' `•'~"':;' ''.•. at?�:�--•`. r� � w FC - (1) #5 VERTICAL IN GROUTED CELL FROM FOOTING TO TIE BEAM 0 32" O.C. MAX. U.O.N. MANUF MODEL # NOA # CAPACITY (LBS) REMARKS �I ROOF 1 _ NVHTA-16 _ if — II I ,•,^ t:=1: "•`.,•,,'t.y.:•r•r�•y+ Q :•N'':� 4 3FC - (3) #5 VERTICAL IN GROUTED CELL ® Q NU VUE DOUBLE 20-0901.05 2,649 (18) 10d x 1 1 f2 IN STRAPS •;. '".• CORNERS. STRAP (6)-10d X 1 1/2 IN SEAT — i '��' SEE DETAIL 5,760 GIRDER TRUSS ANCHOR BRACKET — m � ] {" i r t.. . r"� PROVIDE MIN. 1/2" H �+ ¢z m _� >: '`'' PLYWOOD NAILED TO �' U a w 10/S 1.03 I - -3 FL 10456.8 10 790 (2)-3/4" ANCHOR W/ WASHER 2 �r f;'`' `� UNDER SIDE OF TRUSSES z NOTES: 3 SIMPSON HGT TRAY CEILING : ' �:..,«••' I O r F 0 {12" MIN. EMBED.) — b �:-'..: «.�Ms; `+ ;.Rt..:`: v o N z :+ co oo UH 1. DRAWINGS TO COMPLY WITH THE F.B.C. 2017 6TH ED. NU-VUE 20-0610.01 821 10)-10d HEADER _ • : ' W-10d X 1 1/2" IN SEAT i 2. NOT USED. NVJH26 m ,.A,.. 1 -4 N q o W N GRAVITY LOAD 1,240 , i` O.H. , � O, r =� zw 3. TRUSS FABRICATOR TO SUBMIT SHOP DRAWINGS FOR O NU-VUE 20-0519.03 1,193 (14)-10d IN STRAP —3 APPROVAL BY THE CITY. NVUH26J _ a NVTA-2 _ c o ow 4. EXTERIOR WALLS TO BE 8" THICK SOLID GROUTED CONCRETE BLOCK MASONRY WALLS. fm= 1500 PSI. o B-3A 3' �" " O co ~ o GROUT TO BE 3000 PSI. GROUT MIX PROVIDE BEARING -- ,a 04 co eo co etl 2 2 wo BLOCK SET IN TYPE S MORTAR. I — » 5. ALL CONCRETE SHOULD BE fc = 3000 PSI AT 28 DAYS. PROVIDE 5/8 PLYWOOD ) L 3 SHEATHING ON TOP OF TRUSS I (B OW) o Q 0 OTTOM CORD AS PLATFORM a..a ROOF LOADS: — — — — — — — " 0 o 0- RAY CEILING — m _j o LL = 20 PSF cJ �-� — — — — — A I m � w DL = 25 PSF �J ATTIC77— ACCESS i f2 x o a w� w ui w a z UPLIFT ZONE 1 - -37 PSF �I o X a 00 z N Y CEILING c� 11 0 $ 0- LESS MIN. DEAD LOAD = 10 PSF Q -� w ,�, - o i- 1115, n r� -i --� 4 U TOTAL NET UPLIFT ZONE 1 = -27 PSF m m — — — I — ; w z I � _ w Q<p m �" l— m 0 0 UPLIFT ZONE 2 & 3 = -65 PSF ---I — — — �I ( I o� o Q Of LESS MIN. DEAD LOAD = 10 PSF -- ca �a — u� a E-w TOTAL NET UPLIFT ZONE 2 & 3 = -55 PSF BB-3 — — — — o O Q Q o — — — w ep NZ l- L 3 m �zz o (B ( ow) Ll a o� o oD - •x .. •t'•• Uzj U� 1 r.. ,y' ,;• O.H. ouj�Z ♦: a t.:: :..�.s: :« — �r PROVIDE MIN. 1/2" 1'- 2'-6n M i �— — — `� wtom, : PLYWOOD NAILED TO O.H. TRAY CEILING UNDER SIDE OF TRUSSES a co o GI DER TRU S I ;: .:ti: ;`:• ';":�?',:' ::p' M ®�q®BAR��A`r T4_.cr 1": d =o m - E O - 3B-1 + 0 1 '�� •. •SA, ►� BB 3B BB 3 ,,.• �1'-4" 5'-0" m L-1 I-_1 d _ O.H. W - (BELOW .i o H m L 4 m H DATE 11l2012020 m B SW m DRAWN CR SCALE AS-SHOWN BB-3A j 5 ROOF 1'-4" i 1'-4 O.H. O.H. O.H. FRAMING 1 2 3 4 5 6 PLAN 2 ROOF FRAMING PLAN SCALE: 3/16"=1'-0" S1 . 04