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HomeMy WebLinkAboutPlot PlansUZI 1.E 0 01 20,1 .1 �:LORIDA STATE PLANE COOR AD s%90 US SURVEY FEET (TYP) N 1111886.568 E 896031.463 FND %" IR, NO ID FND NAIL & DISK C&T LB # 4286 2 do n 02Z A Q � N�� LOCO\ <� ,TA \ I on 'J03 A r'o 11 cp FND CROSS IN NAILS DROP INLET BENCHMARK ELEV. = 4.50 NAVD 1988 DATUM N � FLOOD ZONEAE-6 LOT 29 VACANT SITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA Closure Report Sun Feb 17 09:40:23 2019 Northing Easting Bearing Distance 1112769.447 895639.023 S 17042'14" E 1048.371 1111770.727 895957.830 S 22039'58" E 506.412 1111303.426 896152.981 S 22039'58" E 4185.491 1107441.197 897765.904 N 19024'25" W 3611.081 1110847.107 896566.034 N 24028'23" W 292.604 1111113.421 896444.816 LEGEND & ABBREVIATIONS A ARC LENGTH OHP OVERHEAD UTILITIES A/C AIR CONDITIONER ORB OFFICIAL RECORDS BOOK CBS CONCRETE BLOCK STRUCTURE P PLAT DATA CCCL COASTAL CONSTRUCTION CONTROL LINE PB PLAT BOOK C/L CENTERLINE PG(S) PAGE(S) CONC CONCRETE PLS PROFESSIONAL LAND SURVEYOR CM CONCRETE MONUMENT POB POINT OF BEGINNING DEG OR DEGREE POC POINT OF COMMENCEMENT ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT FFE FINISH FLOOR ELEVATION PSM PROFESSIONAL SURVEYOR AND MAPPER FND FOUND R RADIUS ID IDENTIFICATION NUMBER RLS REGISTERED LAND SURVEYOR IP IRON PIPE R/W RIGHT-OF-WAY IR IRON ROD TYP TYPICAL IRC IRON ROD & CAP ® WATER METER LB LICENSED BUSINESS & AND LOCATION MAP N 24028'23" W 40.000 LS LICENSED SURVEYOR ® AT NOT TO SCALE 1111149.827 896428.244 i M MEASURED DATA DELTA N 24028'23" W 1541.291 MON MONUMENT UTILITY POLE 1112552.643 895789.744 N&C NAIL AND CAP FIRE HYDRANT STREET ADDRESS N 34048'24" W 264.047 NAVD NORTH AMERICAN VERTICAL DATUM ® SEWER MANHOLE 5012 WATERSONG WAY, FORT PIERCE, FL 34949 1112769.447 895639.023 NGVD NATIONAL GEODETIC VERTICAL DATUM 0 BACKFLOW PREVENTER NO OR # NUMBER ri _v] IRRIGATION VALVE Closure Error Distance> 0.07 Error Bearing> N 90°00'00" E NTS NOT TO SCALE ® CLEAN OUT LEGAL DESCRIPTION Closure Precision> 1 in 602,262,531,225.1 Total Distance> 11489.297 /\ LOT 67, ACCORDING TO THE PLAT OF WATERSONG P.U.D. Closure Area: 682494 sq ft, 16 acres \ R-65 / PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, MEAN HIGH TER LINE NO MONUMENT FND / LOCATED ON /o5/zo19 A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. NAVD OF 1988 NNNTTT ELEV 0.5' O \ Z -'SE HIGH WATER LINE \ GENERAL NOTES 0 00 �j LOCATED ON 02/05/2019 02-70\Sz, ``' FLOOD ZONEVE-11 NAVD OF1988ATELEV 5.3' 0,5 0 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS -o -P � 0 56� 1 0 1 \ RESIDENTIAL. 0< C) 0 \ TRACT cSs � / 2 x 1 p Ls A 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS \ G2�ZN�� CP \ 4 x3 3 O'CONTOURO/"� NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR 8c `' MAPPER. CP i / \ 'GO�\ o2m� ��3 6 fro -F 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED 6,8\ 3 \ 0,1 SURVEYOR &MAPPER. \ O 7C \ j \ 00(P NN TA 7x 6,7 0,5 \ 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE i 2kml 8 / \ 3' x 5 N 19°54'43" W CENTERLINE OF WATERSONG WAY HAVING A BEARING OF \ DROP INLET \ 13.53' S24°28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS GRATE ELEV, 2 4.50 \ RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT INV. S. = 2.00 / FLOOD ZONEE--7 ��N�°m 0� � 10 95 ° NAVD 1988 DATUM / \ 12 g6 \ LUCIE COUNTY, FLORIDA. 11 s 6 3 Zy 13 20 i� 3 \ 0.1 \ 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY / / IS IN ZONE "AE-6", "AE-7 AND "VE-11" ACCORDING TO THE 13,0 13 12.1 X'11 \ x 6,1 6,4 FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 12111 C j LOT65 \ \ \ j , 0.4 \ 0194 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT VACANT N 1111208.06 4' PLAsTIc �C FENCE DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION E 896557.53 o / i FND /" IRC 9 1' 9 , 1 2 CERTIFICATE. \ G�� LB#4286 ,4 \ 0 52 x 4.6 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL x 1 6 \ S 5 186 ° 6 7 \ DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC x 1 2 VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49'). \ v' \ �/ x 11, 5.8 PROPODECKSED �� \ SEASONAL HIGH WATER LINE 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED N 1111156.06 LOT66 �.o \ \ LOCATED ON 02/05/2019 STATES STANDARDS, IN FEET AND DECIMALS THEREOF. \ E 896441.94 VACANT NAVD OF 1988 AT ELEV 5.3' \ �= U. / FIND %° IRC x 6, V� �, , 9 0' l� 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE LB # 4286 " / 0 0 BEEN LOCATED AND SHOWN HEREON. \ N1 a Eo 10 \ 5�3 1' HEADER \UTILITY BRICK PAVER CJr0 w \oo eF`e°°a 1 / 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT CURB pEDE TAL DRIVE �' \ N 0 ZZ 11,5 \ \ SQP°o N' „� � \ \ � BEEN LOCATED ON THIS SURVEY. \ 0 / 33 ex .$' N 13,1 v omn 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 2' CONCRETE. 5 0� p.`l o r i�° v A l 7, 5 LL G m INRo� 4, °to35-\O °oa�oo ��N omN 2�� FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF 5,11 4, 1y0 112 S QRogo FPS\O9. „ 1° 7 6, \ G2�m� �'� �O / k / OTHERS. 4, GP °6 r0 ,0 \ N N N� 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS 4 WALK ,0 N0 ��� a\oo ° J ``� FND s IRC Nm `� 2' 2 5 ,,p /a" y ) o / OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, X 5,2 3p6 6' �Q ° S 236�` ww �Po�sS16OD B#4286 �' <� 6 U'P OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY \ s6 4,98 ° o o f1g0 NOSE 12 0 O ACT DEEDS. FOUND NAIL &DISK ' 0 �� �Ga 0�2��ww eJ\VO\�- �� m N LB # 4286 4,81 �j� N LOTss 5,8 0<Q �-� E'll 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 05, 2019. BENCHMARK r/ N ELEVATION = 4.81 \ VACANT \ el� NAVD 1988 DATUM x 4.5 4A 0 1bv r 4 i \ 4.3 4,7 \ 1 \ MANGROVE )( SWAMP 1' 3 I \ 1,40 7 4,8 . 92 ,96 / \ 4,5 82 4.9 4 /4'78 �O �\ 1 HEADER\ II \`0 O C IRS i 4' WMT-1 9 I i � �y FLOOD ZONEAE-6 \ 4,6 J'r' 2' CONCRETE I INVERTED \ CROWN 00 TRACT FLO 13. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND RFCF x 5 9 0 -y' A DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. peg OF�I® N 1111119.65 '0 'A 7 - 5,09 E 896458.51 o< �, GLOBAL POSITIONING SYSTEM (GPS) NOTES \ FND a" IRC \ \ LB # 4286 �� '0) 1. / 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) n / v LOT ss CID �9 �G 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -II \ \ / VACANT T'D O�A SYSTEM WITH CHANNELS (L1 & L2). �� \ 02 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON FEBRUARY 05, 2019. FLOOD ZONEAE--7 \ TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION \ / WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (31D) POSITIONS. ORIDA STATE PLANE COO 0 MONUMENT 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING j\ NAD 83 US SURVEY FEET (TYP) \ / CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR. N 1111037 460 E 896635.454 10 A 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM FND %" IR, LB # 4286 C e XN % 01 N5 STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051: \ 9. HORIZONTAL: 10MM + 1PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS), V 0 Z Ln ui M W W ci I� n Zd � LU al LL� NQ 06 m y W O ai a "t > w W cwi / W z oW = U LL CL Ui y m � LL /A LU a' r V/ Q z xc aa? z W 0 -+ x > 'd' J U) o N 0 LL p Y Zw aL a °D °° Z O v = Qa H f O U r F Z U U W Z o R 1­" W H 0 LJ Lil U r U � LLI In Q A Ln Q °wz U 0 Z J a�� sL boa Q 1 w z 2.wox (D 0°� Ny (L r7 O Wo Z LL ow 'w �/� rn Q 0FU Z F"' Z (9 Oz Ot? Z o ° O W W U=w O Z0 U 01,000 O am'zg L-LU w 0�1% N ♦ 1 °� a rNo w o S2 z -"°U U co >_ V z a 0OONw W O Z 0 a Ww Z Of U :3wwwp � <wa V W~a� Q w o�=OR U z>3Oa oN Q _>3Z O J z�w D U f- ��20 to cono «0 0 DRAWN BY, CA CHECKED BY; CA DATE, 02/12/2019 HORIZONTAL SCALE, 1°-20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD )FESSIONAL SURVEYOR & MAPPER IRIDA LICENSE NO.4971 PRINTED DATE SHEET 1 OF 1 PROJECT NO. 19-510 2 3 1 4 1 5 1 6 7 8 9 j 10 11 12 13 14 1 6 (2R. +TR = 24 TO 25) 12" + 1.2" + 10" = 24.4" HEADER OR _ 0 2x TREADS 00 GIRDER TRUSS NAILED AND / ' RU E SET IN MASTIC /' 11-I 2x2 PICKET SPACED TO 11_ REJECT 4" IA. BALL. FIN. FLOOR /� 2x12 STRINGER 0 O (VERIFY W/ WNER FOR STYLE) P.T. 2x4 50T. PLATE OR APPV'D EQUAL. T�F I CAL 5TA I R DETAIL NOTES: HANDRAIL SHALL E5E DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 L5 APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM 2x6 SAFEGUARD TOP 1/4"COUNTERSUNK LAG SCREWS (I EA. PICKET) a z WALL TYPES READ 1/4" COUNTERSUNK LAC- SCREWS N EA. PICKET) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH STAIR 1 SIDES OF 3 5/8" METAL STUDS @ 24" O.C. STRINGER O °® OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. STAIR EDITION 2001 (SEE PLAN FOR WALL SIZE) � I I T I EXTE STUCCO ON 5/8° COX PLYWOOD SHEATHING. ON l+t EXTERIOR & @ 1 GYPSUM BOARD ON INTERIOR IO NOT 2z 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. HANDRAILS TO RETURN TO WALL NOTE: NO GYP. BD @INSIDE OF CHIMNEY OR END AT TERMINAL POST ^ ' ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" 'CONCRETE BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK. C F_I J — 1 TYPICAL INTERIUOR STAIR 8c RAIL DETAILS GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W11" N.T.S. L ��'V� i HYDROVENTING C/ NOTE PER FEMA : I SF GROUND FLOOR AP /1 �y FILLED CELL COLUMN MAX. 32" SPACING REQUIRED: TOTAL 510 SF - 510 SQ. I PROVIDED: 16"x8"=128 *4- 512 SQ 11 - VENTS MODEL 1690520) QJ i p_dn 9,_mii 8" }p_2rc 22'-S 1/2" T-01/2" 9i_3u 1'_p' T_y" p_0ii 4'_8ii F ` F I I e ;n STEPS WITH 5RICK PAVER (TYPICAL a 2) COVERED PATIO ALL p TO E 5EI a r a 0 11 ■ I— —_— __1 I— J uJ I— -J �p - L--J I--- A-1 FIRST LEVEL 1 /4"=1 '-0" 1 2 3 WALLS 0 .. _-------------- -__- ' --------------- -------' E 13 PLUMBING RISER DIAGRAM _____---__--___ ___________ ` I NTRI' I It"" RAIN DROP MISG. NOTES: ®^ 61-OPE TO 2' I FOYE 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO 5E TEMPERED. V-41' CA_6 a W/ 12" TRAY ; ; 1 2. ALL GLASS SHOWER 4 TU5 ENCLOSURES SHALL BE TEMPERED 1 I 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR FLEX SPACE s ■ ■ ■ ■ ■ ■ ■ ■ SHOWER ENCLOSURE SHALL 5E SAFETY GLAZED WHERE LESS THAN ---------- - ------- - --- -- -J ■ 60" ABOVE FLOOR OF TU5 OR SHOWER V_0 CLG 16"W. 8"H. HYDROVENT \W CJ4 4" A50VE FLOOR LEVEL 4. ALL 5ATHROOM FLOORS 4 5ASES SHALL 5E IMPREVIOUS MATERIALS �/ (TYPICAL a 4) 21'-5" 4 5 5. ALL FIX GLASS SHALL 5E 1/4" THICK (UN.O.) T-3" 4" 0' 4" 24'-0" 6. DOORS 5ETWEEN GARAGE 4 HOUSE MUST 5E SOLID CORE 13/4" THICK WITH 2x4 SOLID RA55ETED JAMS, OR A C-LA5EL METAL DOOR AND 1 4 JAMS. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING NOTE 6 THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE ■ ■ ■ ■ ■ SHALL 5E CONSTRUCTED OF AMIINIM NO, 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS I 1191 14 EN ell —lip" 11'-4" GARAGE INTO THE GARAGE n I I 1 „ 11 "I+ I „ I = 436" SLOPE 2" 5. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010: 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 _ 10. CEILING A50VE GARAGE TO 5E SEPERATED 5Y NOT LESS THAN 5/6" TYPE "X" GYP. 5D. 248b I I I I I I I I 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX 4'-6" 6 ( I I ) I IN ACCODANCE WITH SECTION 302.3 OF FLORIDA RESIDENTIAL CODE 2010 EDITION. _------- 1 I 12. GYPSUM 50ARD MATERIALS SHALL CONFORM WITH F.S.C- R-102-3 1 1/._. ■ '■ - ■ •, 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.G. R-102.4 F+ L -- F- — A-1 VERIFY R MANUFACTURE ( 14. WEATHERING AND TERMITE AREA. I FOR AC �- OPENING 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED -1" 24,-4" j} IN SECTION R302.cJ FLORIDA RESIDENTIAL CODE. 1-{U1+-4 VV p OFCro Ll ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHAFT' ENCLOSURES SHALL HAVE I HR FI RATING ■ ■ A (2 LAYER 5/8" TYPE 'X' GYPSl61 BOARD STAGGED) WINDOW NOTE WALLS SHALL EXTEND FLOOR TO INK ASSEMBLY 5ELOW TO EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN THE UNDERSIDE OF THE FLOOR OR ROOF SLAB 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQFT. IN AREA W/ THE 50TTOM OF THE OPENING NOT MORE THAN 44" A50VE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" A50VE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS 5EFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Al GENERAL NOTES 6 7 8 9' 10 11 12 13 14 15 16 a Z ww a _ n l5r ma w W 1 m 4' - I N a oopp �U —°i0 0 V) NO Z D Nm a4 U 111 0 ®®W Y/ N ®W Zz (40 =Z MM ri w AyZ W � cuZ *1 O �v0 C $ CD ®g nz J �ozi LL e ` o — � c Q — 0 z o v E y/TW`t W w N o® Z W � (n U�■� CIC) IZI E-+ Sheet No: of --sheets C 0 2 3 8 9 ( 10 12 I 13 I 14 N K J Ll 5 6 7 I CA - II_All 14'-10 U211 II'-O InX IQI_Iinll.-. 61_//,11 YY// pl_IIII VV AI 1 Y (/ Q � I NEW N ©� 00 0 M REJECT A 4° SPHERE TYP. TO �/ DIN RM ITCH ct - BATH 4 42" HAND RAIL o u _ �. i � O o 0 VI Z 51_51, I O 24am POW ER I ALOONY ®� I I ! i I 42" HAND RAIL TO " " " COVERED ! �' � I EJECT A 4" 0 16 3 ID 2'-6 5 IID ! ( To I 1 I SPHERE TYP. -- _ --- _ I - w - ! r I! I _41 3.211 31_81 I C I ROOI'�t! 1 1 1 1 1 1 1 1 1 1 1 0A�'�-------------- ' CLc----- -----EAN �------------------------- 1KT u, FFF EGRE65(2) 28IDc ----W! TR5M I I I I I I IOFI=ICE e F i I I ■ ` ■ j� �; i ■ — BI;DRM4 4111 I 26 0_ I \�6p_Clu���� I bl_9" 41 IID'_41' 4" 13_0u I ! N ■ YJ L11 \� -- O7 O W/MANIFOPEN1 0 VER I'_411 5'-ID" 4'-ID" 4'=4`1/1" 15'-I" 26'41f1" D G-1 SECOND LEVEL 1/4 =1 —0 I_ n 3 II In F a C B FBI W NOTE FILLED CELL COLUMN MAX. 32" SPACING r ipi' 4 IID'-8 2ID'-s In 114" O O O O O o - -------- —--- -------------------- n REJECT A 4" SPHERE TYP. O I 41" HAND RAIL TO 11'-5" 8'_4° e L L4-1 Il' l" f r7 5ATH 2 M ! ■ ! W.LC. bsm 2 5ED RM 2 ■ ! COVERED 13'-0" CLG = x BALCONY N 0 � ® _ j n M. Bi=DRM w = A — ' — V-4" CLG Q 2-2m80 a24W ■ ! Ui/ 12" TRAY. I I 6 ❑ II AI_411 - ------- milli] N 5PHERE TYP. REJECT2I I 4WAND RAIL T ! HB ■ 0 12'-4 2 288m FKT 7, v T +110, T 2 6'I 1 PR 2680 - DRYER NT TO OUTSIDE ■ M. BATH PER FRC.1501 I I 2 IS R I .3 1 1 1 1 I 1 1 1 1 BED RM 3� ■ 4" 5i_p11 N AI -= ---- - 911 4 --51-1"- 3-- 2. I 14' 0° ° O O el V \ B H 3 2asm 1/ 1 2480 ■ �_—_— In 7TTFFTm= Q OL 5,:811 T -6°, y_p" (3, 6 -5" bQi_bll , ' T-611 D A-1 THIRD LEVEL 1 /4il "-1,—on 1 2 ,3 M 2'-6" el- 0 NOTE FILLED CELL COLUMN MAX. 32" SPACING 12 1 15 16 mm WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH 1 SIDES OF 3 5/8 METAL STUDS @ 24" O.C. OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 ® 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2001 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD ® INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING ® 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8- STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK. GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wt" MISC. NOTES: I. ALL GLASS IN DOORS4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5: ALL FIX GLASS SHALL BE i4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4 THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO NAVE SELF CLOSERS. i. DUGT PENETRATION. DUCTS IN THE GAR2AGE ANp DUGTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMfINIM NO. 26 GAUGE (OAS mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE. THE FINISHED FLOOR AND NO PART OF THE OPERATIN(4 MECHANISM MORE THAN 54" ABOVE THE FIN1514 FLOOR AS REQUIRIp VERIFY ALL MASONRY 4 WOQD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 1 -% } 14 F iO PQPpd '✓. � ooL GENERAL NOTES 16 Z • ® Iz N V N� H Q V) W o N 0 4 ®W mom• m ix Zd,p F- NO O 0 D Nm a U U. Ell VAn_ r �m 0 c 4 N m W S m �a K m N y oP =N Lu W Ill Hz Q �Z N �n �W yz aLL w, W J W x V I E' o D N Za to Z o6 .'0 M M H ieet No: [r-U`tY o (S of --sheets C C