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Plans 631 Beach Ave 2011 renovation-addition,CONNECTORS TYPICAL_ WOOD MEMBER _T FASTENING SCHEDULE GENERAL NOTES £t CONSTRUCTION FASTENERS LOCATION CONNECTION FASTENER SPF 528 (9)10dx<11+/z" (3)16d CEILING JOIST LAPS OVER FACE NAIL GENERAL NOS 1255 (16)1Ochl+/Z" PARTITIONS (4)GUN NAIL MEANS AND TINGS AND FOUND THE STRUCTU ; L ENGINEER SHALL NOT HAVE CONTROL 9 BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, NARtNG (DESIGN MAXI 1468 (26)100&11/2" (3)10d �NDITIONS. IF THE F COLLAR TIE TO RAFTER FACE NAIL PROCEDURES, (OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK St4ALL BE FREE OF 0 765 (10)100 (3)GUN NAIL OR FOR THE FF,AILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. W6DIFIED PROCTOR IN 705 (13)8d EEA. END (3)8dFQIUNDATION PLAN ON THE ITEMS S CIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR RAFTER TO PLATE TOENAIL WIND UPLIFT, \WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF NlbT SEE MINEARCHFO T11 604 (14)10dDs<1'/Z" (3)GUN NAIL FRAMING. ITEM NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, NET DETERMINE FOOT) 1016 (18)10dpx11/2" (3)10d TRUSS-TO-TFWSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. UPLAN. IF TOENAIL DESIGN IS VOW ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS. UNLESS PLANS HAVE BEEN REV'EWED FOR CODE UNLESS TION LESS OTHERWISE N 236 (12)1Oc1 1'/z" (4)GUN NAIL COMPLIANCE. ENTERED IN SLAB ON JACK RAFTER TO HIP RfbNFORCING AT INTER 400 (12)10dpk11/2" (2)16dFACE NAILMATERIAL Sg=CATIONS., INITrO EACH ELEMENT. 572 (10)8d (3)GUN NAIL HARDWARE AIV ANCHORS: MhSONRY STEMWALLS• 1773 (18)10dDsc11/2" ANCHOR BOLM & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. UNITS WITH TYPE S' • ROOF RAFTER TO (2) PLY (2)16d TOENAIL OR OT WARE ROPIA: '/."0 & 3/a"0, GALVANIZED "AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,000Ibs. & 14,000Ibs. C'QJNTAINING VERTICAL RIDGE BEAM FACE NAIL RESPECTFULLIy- 446 BAR DIAMETERS A 3240 (30)1" (3)GUN NAIL WASHERS: sF*LL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). -- #4 O 4'-0" O.C. M NUTS: SHALL IBE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. INITIERSECTIONS OF PE (30)1641 (3)164 3240 JOIST TO BAND JOIST FACE NAIL METAL CONNEWTORS- ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. Et0EMENT. AT STEMWAL 5/a"0 X04 ROD (4)GUN NAIL RETROFIT REB*R/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL (VERY OTHER COORS BE '/," LARGLPR THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. (U.O.N.) RqINFORCING SHALL B 450 (12)8dM1/2" 3)8d ANCHORING AVHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): BLOCKING BETWEEN JOISTS END NAIL EPDXY: QUICK( TIE, PRODUCTS: '01000' FAST CURE EPDXY C&METE SLABS ON 520 (5)8d FIA, END OR RAFTERS TO TOP PLATE (3)GUN NAIL USP CIA-GEL 7000 HIGH STRENGTH EPDXY. MALL BE INSTALLED REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. CQ3MPACTED EARTH OR 530 (5)10d)O'/2" EA. END 8d ® 6"O.C. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. RIM JOIST TO TOP PLATE TOENAIL WELDED WIRE [FAR (WWF): SHALL BE ASTM A185. 360 (7)10d*< '/2" EA. END (3)GUN NAIL O 6-O.C. UQSR CONTROLLED CRA MASONRY SE=CATION& S*WCUTS THROUGH 0 245 (24)101'/2" EA. END TOP PLATES, LAPS AND (2)16d I&OD FRAMING SPECIIF INTERSECTIONS FACE NAIL GENERALf� 270 (9)10d FEA. END (3)GUN NAIL ® 6-O.C. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 WOOD MEMBERS E GROUT SHALL-EBE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM LJMBER INDICATED IN 870 (13)100 EA. END (3)8d C1019, GROUTS.$HALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. NfbN-DOT BORATE PRE CEILING JOISTS TO PLATE TOENAIL MORTAR SHALLL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. PRESERVATIVE IS USED (9)10d FEA. END (5)GUN NAIL CONTRACTOR §HALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 270 (5)1/4">0_-'/4 TITENS (3)8d CONCRETE MgMRY UNITS CMU): ZltqALL BEAR THE SEAL JOIST TO SILL OR HEADER TOE NAIL CMU SHALL BLE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A f1�Qkp,; • CONTRACTOR SHA (10)100 TO STUD/BEAM/POST (2)GUN NAILS DfkAWINGS. ALL MINIMUM COM) RESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). ThKlUSSES SHALL HAVE TRUSS- NO 1/2"0 GROUT ALL CLFLLLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS ROD TO FTG �L94TE CONNECTED WO 2" SUB FLOOR TO BLIND OR FACE PROVIDE CLEAMOUA`"PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0'. (18)16dJ TO TRUSS/BEAM JOIST OR GIRDER (2)164 NAIL TRFJSS. WHEN USING f080 s/a"O ROD TO FTG. 164 ® 16"OBRICK SHALL E IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, CONTRACTOR SHA SOLE PLATE TO .C. RESPECTFULLY'- JOIST OR BLOCKING TYPICAL FACE X%PHALT SHINGS SHAL (32)164 TO TRUSS/BEAM (3)GUN NAIL 0 8-O.C. IFICAClAY AND TILE ROOFS 670 CONCRETE s ALL CONCRE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08 ABS E CONSTRUC ANCE WITH ACI 301. REQUIREMENTS. /e"� ROOD TO FTG. (2)164 STYANDING SEAM META TOP PLATE TO STUD END NAIL ALL CONCRETLF SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI A)# 28 DAYS Tt4E CONTRACTOR SHA (20)SD�1/40" TO TRUSS/BEAM (3)GUN NAIL 210 ILS AND HAN 7/s"0 WOD TO FTG. (4)8d (6)104 TI0 HEADER TOENAIL L BE DESIGNED r� (4)GUN NAILS SIBILITY OF TH (4)104 fi0 JOIST STUD TO SOLE PLATE ` (2)16d �. (14)160 TO HEADER END NAIL A13 �r TioN 5 088 (3)GUN NAIL (6)16d TI.O JOIST TYPICAL FASTENERS ADJ - ADJACEtOT DIA - ?IAMETER FDN - FOUNDATION Oft TIAL BM - BEAM EA - EACH FT - FOOT INFO' s/a"O �1D w/ (12)16d 3"x0.131"0 = GUN NAILS 2"x0.113"O = RINK SHANK BOT - BOTTOM: EE - EACH END FTG - FOOTING LBS - POUNDS 2x0.113"O = 6d 2'/2"x0.131"0 = 8d - EOR' = ENGINEER OF RECORD GA - GAUGE LL - LIVE LOAD BRG BEARING ` 5/e 0 ROD w/ (12)16d 3"x0.148"0 = 10d 31/2"x0.162'0 = 16d CMU - CONCRETTE MASONRY UNIT EQ - EQUAL HDR - HEADER LG - LONG d. DBL - DOUBLE- EXT - EXTERIOR HT - HEIGHT MANUF - MANUFAC%RE 1'/z"x0.148"0 = 1 Odx1'/2" 11/2"x0.131"0 = 8dx1'/2" DL - DEAD LOAF FDN - FOUNDATION HTS - HEIGHTS MONO MONOLITHIC; >E, TYPICAL TOP PLATE NAILII THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST O{F +/2"0 FASTEN ALL TOP PLATES -- , ORIENTED 'AILS SPLICE,'- THE FOUNDATION AND TO THEPPERMOST PLATE. COUP�D TO 8-164 OR t2 0.131"ldx3 TOGETHER w/ (3) ROWS � � QRS MAY IAILSOF .131x3 O 12" O.C. STAGGARD. / BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEftlBLL• UdLS / - RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH IAILS SYP#2 LEADER, 4'-0" AIN. / / MAXIMUM SPACING OF 6'-8" AND (1)LSTA12 STRAP FROM TtHE TOP PER PLANS / ) SHEATHING CONNECTION / PLATE TO THE STUD, CENTERED BETWEEN THE RODS. WHCEAE RODS I •° AT LA ARE SPACED MORE THAN W-8", PROVIDE CONVENTIONAL I / STRAPPING, AS SHOWN IN S1.2. ABOVE THE TOP PLATE I / , 't'p�, KDVIDE I \� A 3"x3"x'/4" OR 3"x3"x'/e" PLATE WITH 1'/1"0 WASHER. Ffj►%TEN / WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND) /ABOVE STEEL COUPLER TIGHTENED NUT. (TYPICAL) WALL SHEATHING (2) ROWS OF / (OPTIONAL. LOCATE 8d COMMON / THREADED ROD (O 'NEEDED) AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PL/�,E 1/4" SPECIFICATI )NS*MIN. '/ '4 16, APA NAILS O 6" O.C. \ LARGER THEN THE DIAMETER OF THE THREADED ROD USED) THE ,s / TO TOP PLATE. _ _ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WI7464 HqLE, w�+i SHFeT11LNR RATED OSB OR RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIM PLYWOOD SHEATHING, (STAGGER NAILS INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AN[ OF 2 FASTENED w/ 8d ® 6" O.C. BETWEEN ROWS. FRAMING THE NUT AWA 11L UPPl1NM PLATE SMALL ALL EDGE AND 6" O.C. FIELD. RAISE WALL ODER 'NILE WASTER TO A �'"'� !lM FASTENER E.E. FOR WALLS w/ STUCCO SHEATHING ONE-HALF TSN OF A STANDARD WRENCH (APPROXIMMEL& 30 GTOE NAILS FINISH, INSTALL 7/16" APA )<y" FROM /� �\� ROD EMBEDMENT 1'L.-b& OF�RQWDUE TO "WAGE AND OOMPRESSI OF I + (2)124 TOE NAILS RATED SHEATHING (32/16 BOTTOM OF � MONOLITHIC: 6" BUILDING; SHALL RE-1111017M NUT 70 30 R OF i + (6)124 TOE NANLS SPAN RATING) w/ THE LONG SOLE PLATE./ ` STEM WALL: 12" TOR=10FM ALL 7RADES ARE ""ME FURIIER 71 CONTRAC'Tr,RS RESPON9 FULL HEIGHT ANCHORING DIMENSION PERPENDICULAR / 70 L + (6)12d TOE NSYSTEM, PER PIAN TO THE WALL STUDS I I FLOOR INSURE THAT 7K ROD NUTS YAINTAN THIS 7Ki TDM FRAMING DRYWALL IS NSTALLED AND IMBULDNO IS READY FOR PER PLAN TYPICAL SOLE PLATE NAILING: 1 I' OCCUPANCY. 1310" TOE NAIL 2" MIN. / / �� FOUNDATION EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND (3) O 2x4, (4) O 24, (5) O 2x8. EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE lEESf r �� // �NG / ! FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 22x4 FRAMING AND 3 FOR 2x6 FRAMING. PROVIDE 6 OF EMBEftENT � FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMMA -- _ CMU, AND ICF INSTALLATIONS. PLAN N: '/z"¢ yx s" LG (MIN 31" EMBED.) 8 SHEATHING SPECIFIC FULL HEIGHT SECTION TMFUDED ROD ANCHOR BOLT " /2 FROM SOLE S DRILI&D & EPDXY w 2"0 x i" MAX. MIN. PLATE BREAK FULL HEI HT THREADED ROD ANCHORING SPECIFICATIONS: S PLATE WASHER IL FULL HT. ANCHOR FOR ALL WALLS IALLOON FRAMED F1ULL HEIGHT TO ROOF TION, U.O.N. ON PLAN. =R/1MING r7 IRULL HEIGHT THREADED ROD ANCHORING SYSTEM Al so.o a I I 0'-0'A.M.S.L. 0'-0"A.F.F. _EDGER. ALL WITH ED ROD 'PACED 2x10 P.T. LED E FASTEN TO WA 1. WITH 2x6 SUBFLOOR BY 2-y2" THREADED ROD CONTRACTOR EPDXIED 4", SPACED @ / 24" O.C. Y4 r, WUL EXISTING STRUCTURE. f6„ I NO STRUCUTRaAL CHAIR—6 HANGER Z O 0 F- Z U IU)of 5_< Z O U 2x10 SYP C>16" 2x10 P J. LED O,C, w/LUS210 NI.ER FASTEN TO WA INITH 4 2—Y2" TjIREAD OD x EM z END 4 3 OXIEO 4 S D ° U 24' O.C.- MASONRY STEMWALL WITH 16" WIDE x 12" DEEP CONC.--/i FOOTI N G I A I NEW EXISTING CONSTRUCTION CONSTRUCTION All 5 i` FOUNDATION PIAN SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUM!TURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIO#S, CONDUITS,-ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITEtiURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LWCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPAWTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. VERY IMPORTANT NOTE FOR CONTRACTOR ALL EXISTING FLOOR FRAMING SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IF EXISTING FRAMING MEMBER SIZES OR ORIENTATION IS DIFFERENT THAN SHOWN ON THIS PLAN, THE CONTRACTOR SHALL CONTACIF THE ENGINEER OF RECORD, LOU PONTIGO ® 904-242-0908. PLEASE NOTE THAT BEAMS, JOIST, HANGERS, ETC., MAY BE REVISED AFTER EXISTING FLOOR FRAMING IS VERIFIED. BEL x6 POST BELOW BEAM BELLOW BEAM NEW NEW NEW (2)200-1/1 (2)2x8-1/1 (2)2x12-2 2 jiJ y EW .2x6 SPF#2 —' STUD WALL ® ��� Ilt w � t - 16" O.C. 1 r. Z O ISTI NG a 2x10 iL I u- Ill HIP t IV- t 0 d6ISTSil� IIIIF I u7 xN ( � x r. �n — ,- x . .. I �� �Z x O -J `O <. IIIIZ 3r N � O NII 111 1 II N I B w m T V IF � z z w 16" WOOD "I,. O � �. � JOIST — ,IIII �Iillr I lit EXI STI N x Tib' 2 0 to ° lin- 0lu NO STRU I S r wx r 1 JL A-LJ L _ AL Ink., 619 Iry��11 NEW 2x6 STUD WALL NEW (2)2x8-1/1 NEW (2)2x11 -1/1 NEW 20 V HI H IN v i SL NEW FULL HEIGHT 2x6 SPF#2 SISTERE[)w Z 1 w UP TO EXISTING WALL STUDS. 'EXISTING REMOVE EXISTING TOP PLATE T Ca STRUCTION NE 1.75 8" p INSTALL NEW STUD. SEE DETAIL 1/S1-1 1.9E LVL (HIGH) o I S �? I EXISTING PiEAM ST ABOVE BELOW E Z STRAP TO W 3 o w/3—CS16 I STRAPS STRAPSEAMS TC z HNGER JWT CONN. BEAM CONN. POST w -MSTA2 STRAP I FLOOR JOI T ® 16" 4=1Od 8-10d O.C. MATCiH DEPTH OF EXISTI G JOIST .2 a-16d 8-16d J 11x0-16d 30-16d NEW 6x6 POST. FASTEN (2)2x12-2/2 SH LL BE HOT DIPPED GALVANIZED BASE w/ABU66 §FE 2/S1 2 FOR BLEAM CO (2)HORIZONTAL (2)2x12 (TYPIC ) MSTA24 STRAPF BEAM0 TOP PLATE BREAK NEW EXISTING NEW _2x6 SP42 CONSTRUCTION CONSTRUCTION STUD) WALL 16" `O.C. FIRST FLOOR FR11NG PLAN x4 SYP 2 CATS AT 12" SCALE: 1/4" - 1'-d" O.C. FASTENED TO TOP s PLATS w/ 4-0.131x3" FRAMING NOTES: 1. FOR TYPICAL W*LL FRAMIN SE 'DETAIL 7/50.0. COMMON. EXISTING FLOOR JOIST UK AS CATS EACH END w/ 131 '� COMMON TOE NAILS NEW 2X6 STUD WALL 2 SECTION S1.1 SD STORY H2 TOP LATE ELEV. TA48 OR CS16 ST ® 48" ON-CE 2ND FLOOR ELEV. 1 ST FLOOR TO PLATE nT\I I THREA SEE PLAN AND 0 0 )HORIZONTAL MSTA24 'RAPS © TOP PLATE ;EAK '.IZONTAL MSTA24 3 ® TOP PLAT E XISTING 0 ROb1F ° EXISTING WOOD ROOF FASTEN TO BEAM WIT F STEN B AM IT . ` LUS26 HANGERS I (2)HORIZONTAL MSTA24 STRAPS ® TO)P PLATE (3)2X6 POST - NII BREAK BE BEA III c NWO1x1 19 `n (2)2x10-1/2 1. L L (( ; IG ) � I III NV. STRAP WALL II Illi v R DETAIL S1.2 I � w. o Z.:. U 111 x v~i it �J IIII NEW FULL HEIGHT 2x6 SPF#2 SISTERED w 0 tips, E # UP TO EXISTING WALL STUDS. REMOVE EXISTING TOP PLATE TO oLl INSTALL NEW STUD. SEE DETAIL 1/:31.1 Z� a Z �� Lj o Q J w � _ Z N ss I—af � ^ (/) w v ' Z w 0 W U CL CON V. STRAP WALL PER DETAIL 1/S1j:2 WEXISTING if UNST C TIO <ONSTRUCTION } NEW 2x6 SPF#2 STUD WALL ® 16y" O.C. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' f0" I , N w� a .. 00 VERY IMPORTANT NOTE FOR CONTRACTOR EXISTING TRUSSES SIN THIS AREA TO BE REPAIRED04 PER STRUCTURAL ENGINEER. CONTRACTOR RIDGE RIDGE TO CONTACT ENGIIEER OF RECORD w ca FOR PRE—CONSTRUCTION MEETING PRIOR TO z N STARTING TO DEMOLITION I N N W CL 00 \_ N� 3I w to U Z N • ' N cp N z4kLl— ® i CO x N 04 _ . A41 W r . co r EW x6' SPW16" 2M ,.. STUD ALL O.C. I CONVw STRAP LL PER [DETAIL 1 1.2 ol 71 I 4 BONUS ROOM FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF RAFTER TO T0? PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. - ,Y e a \ SLOPE \ 1. 0 12 wo 0 RIDGE o N w �444 ),! a O 2-2*6 OVER FRAME EDGERS. a N sLOPE FAS4 1TfEN TO EXISTING FRAMING ' RIDGE WITH 2—Y4"x3Y2" LAG SCREWS.RID E VERY IMPO 0 ANT NO�- OR CONTRACTOR SEE DEJAIL 17S2.0 EXISTING .TRUSSES IN THIS AREA TO BE REPAIRED PER t .. T L N EK . RACTOR ? . ,.... .: Vt Y: TO CONTACTGIN -OP E FOR PRE—CONS MEETIING PRIOR TOL STARTING TO DEMOLITION N 0 � O "`t ``i w RIDGE SHEb " [L 0 w CN 00 Fy 0 SLOPE CL 0 - (n •(n o HED o w RIDGE w U) Q RIDGE cn CL w c2 SLOPE o ' c., 1 X44 Uj� N d O •• 0 SHED 2x8 ROOF RAFTERS ® 16" 0.C. ROOF FRAMING PIAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF RAFTER TO TOP PLAITE w/ 2--12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. RONK .'Loy , U C H A R C H IJ E C T U R E } 1i I Fj w� i r X1 , _ - #IL -L" ' LU •i r IILf € , li s �; � ._�_.1_L�.�J�—�-1—J- i--'•— —sem J ' � ..�.�1� f •_ y- 1_ _ 144 u _ ;4 ►j Lau i `. f ED m/ WWWWWWW", Ile MOWN, � E E 6 { i Rc- , e, t I iPE ISSUE CO TION t • t antic orl a DOCUM MAINf1OtjSE ' RENOVATIONS _Q1, I T ak m a 9 X20 1 H. N. H. HIGH N. NORTH S.F. ;SQUARE FOOT/FEET H.B. FO. ;SOLICITATIONFOROFFER .B. HOSE BIBB NAP. NAPKIN SHWR. .:SHOWER H.C. HOLLOW CORE N.I.C. NOT IN CONTRACT s"T• SHEET MATERIAL CONVENTIONS HCP HANDICAPPED N0. NUMBER SIM• SIMILAR HD. HEAD NOM. NOMINAL HDF. HIGH DENSITY FIBER N.P.S. NATIONAL PIPE SP STAIR PRESSURIZATION SPE. STAND PIPE EXTENSION ___T_ RNID G.W.B. BOARD STANDARD SPECS. SPECIFICATIONS . - IIVASULATION HDW. HARDWARE N.T.S. NOT TO SCALE SP. HD. ::SPRINKLER HEAD HDWD HARDWOOD N/A. NOT APPLICABLE SPKR. SPEAKER H.M. HOLLOW METAL SQ. :SQUARE HNCG. HOLLOW NEOPRENE S S. STAINLESS STEEL . -.. . - COMPRESSION GASKET SILICONE SANITARY :.. _ PLYWOOD A�OUST. TILE SSS. - OR PANEL HOLD. HOLD DIMENSION SEALANT HORIZ. HORIZONTAL OA. OUTSIDE AIR HP. HOLD POINT O.C. ON CENTER ST. STONE STANDARD HR. HOUR O.D. OUTSIDE DIAMETER STD. DIMENSION STL. STEEL STEEL {\f�\1 f�p� /��� B � HT. HEIGHT IULATION HTH. HARD TROWEL, MOIST O.F.D. OVER-FLOW DRAIN STOR. STORAGE STP. .:STAND PIPE CURE AND HARDENER OFF. OFFICE HTS. HARD TROWEL, MOIST O.H. OPPOSITE HAND STIR. STAIR CURE AND SEALER OPNG. OPENING STRUCT. STRUCTURAUSTRUCTURE - � �'�._ ,�- PQ)ROUS FILL O.R.D. OVERFLOW ROOF DRAIN SUP. SUPPLY ALUMINUM ;--=, - �-_- (NONE OR HVAC. HEATING,VENTILATING SUSP. SUSPENDED GRAVEL) AND AIR CONDITIONING OV.HID. OVERHEAD HW. HOT WATER OZ. OUNCE S.Y. SQUARE YARDS SYM. SYMETRICAL H/C. HANDICAPPED I ------------- 10I L P. BRICK t ;----_--_ I . T. ICE ICE MAKER P. PAINT T. TREAD I.D. INSIDE DIAMETER/ P.A. PUBLIC ADDRESS TBD. TO BE DETERMINED _ ------------ ----------- DIMENSION P.C. PRECAST CONCRETE TBS. TO BE SPECIFIED CMU __._ _ -._._ __ SOD IN. INCH PD. PLANTER DRAIN TE. TOILET EXHAUST INCAD. INCANDESCENT PDR. POWDER TEL. TELEPHONE INFO INFORMATION PH. PENTHOUSE TEM. TEMPERATURE INSUL. INSULATION PL. PROPERTY LINE TEMP. TEMPERED STUD WALL INT. INTERIOR PLAM• PLASTIC LAMINATE THD. THRESHOLD PLAS. PLASTIC THK. THICK 1 PLBG. PLUMBING TLT. TOILET J. PLST. PLASTER T.O. TOP OF JAN. JANITOR PLYWD. PLYWOOD T.O.C. TOP OF CONCRETE , e, JBOX JUNCTION BOX PNT. POINT T.O.D. TOP OF DECK CONCRETE JC. JANITOR'S CLOSET PNTD. PAINTED T.O.P. TOP OF PARAPET, JST. JOIST POL. POLISHED T.O.S. TOP OF SLAB OR . JOINT P.O.S. POINT OF SCALE TOP OF STEEL PP. PRECAST PAVERS T.O.M. TOP OF MASONRY PPMC. POLYISOBUTYLENE/ T.O.W. TOP OF WALL K k: POLYBUTENE K. _ _ �, .��. TV. TELEVISION �..,�. KD. 'AQCKED DOWN MASTIC COMPOUND TTP. TYPICAL ITC HEN EXHAUST PR. PAIR TZ, TERRAZZO PSF. POUNDS PER SQUARE FOOT T&G. TONGUE AND GROOM T. .,� N KL. KNURL LEVER PT. PRESSURE TREATED K.O. K�IOCKO PTD. PAINTED PTN. PAINTED PARTITION U. PVC. POLY VINYL CHLORIDE UL. UNDERWRITER'S L. LABORATORY U.N.O. UNLESS NOTED L. LONG/LENGTH OTHERWISE LAM. LAMINATE Q. USG. U.S.GYPSUM COMPANY LAV. LAVATORY LBS. POUNDS QTY. QUANTITY LIN. LINEAR LT. LIGHT/LIGHTING V L.W.C. LIGHT WEIGHT CONCRETE R. V. VINYL FABRIC V.B. VAPOR BARRIER 1 M. R. RISER OR RADIUS VCT. VINYL COMPOSITION TILE M. METER RB. RESILIENT BASE VERT. VERTICAL MACH. MACHINE R.C.P. REFLECTED CEILING PLAN VEST. VESTIBULE MAR. MARBLE R.D. ROOF DRAIN VIF VERIFY IN FIELD MAS. MASONRY RE: REFERENCE VWC VINYL WALL COVERING MAX. MAXIMUM RECT. RECTANGULAR MC. MECHANICAL REFR. REFRIGERATOR/ CONTRACTOR REFRIGERATION MDF. MEDIUM DENSITY FIBER REtNF. REINFORCED W. BOARD REQ'D. REQUIRED W. WEST OR WIDTH MDO. MEDIUM DENSITY REV. REVISION WC WATER CLOSET OVERLAY RF. ROOF WD, WOOD MECH. MECHANICAL RL. RELOCATED WH. WATER HEATER MEMB. MEMBRANE RLD. ROLLING DOOR WNDW. WINDOW MFD. MANUFACTURED RM. ROOM WP. WATERPROOF MFG. MANUFACTURING R.O. ROUGH OPENING WPMEM. WATERPROOF MEMB D Ail E MFR. MANUFACTURER RRD. RADIUS ROOF DRAIN WPT. WORKING POINT MH. MANHOLE RT. RESILIENT TILE WR. WATER RESISTAN MIN. MINIMUM WRGB. WATER RESISTA MIRR. MIRROR GYPSUM BOARD , MISC. MISCELLANEOUSc WS WET STACK , REGIONAL FLORIDA STATE MAP S MIW. MICROWAVE S. WT. WEIGHT no.os Scale: N.T.S. M.O. MASONRY OPENING S. SOUTH W/ WITH MRNG. MOLDED RESILIENT SAN. SANITARY W/I. WITHIN NEOPRENE GASKET S.C. SOLID CORE W/0. WITHOUT MTD. MOUNTED SCHED. SCHEDULE MTL. METAL SECT. SECTION Y. MULL. MULLION SEC'Y SECRETARY YARD HYDRANT MW. METALLIC YH. 3 HUGHES RESIDENCE CUT AND FILL CALCULATIONS SUMMARY DEP NOTES DEP NOTES (CONTINU THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTIN SOURCES VISIBLE THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS. STANDARDS ESTABLISHED IN SECTION 62B-34 FLORIDA MEET THE REQUIREMENTrS CONTAINED IN S ADMINSITRATIVE CODE ADMINISTRATIVE CODE,,IMODEL LIGHTING O ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT. TURTLE PROTECTION. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6,ANSI/ASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS ftED FOR PAVING IN LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE_,PAND IN SURROUNDIIS COASTAL ZONE SHALL EKE WHITE SAND APP THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS THIS HOUSE IS EXISTING FRAMED CONSTRU IN ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN GENERAL PERMIT USE. MINOR MODIFICATIO LOADS FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN (SEE STRUCTURAL PLAI*S THE NOTE ABOVE. 155.1 ........... I ! 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ADD N. , EXIS I DUNE GRASSES 1 _- - ► WA KdVAY (��- =--- - _.._-- ;�- _ - t;: & DECKING I o: WALL I M 1 ', EXISTING 1 -- ---- —, WOOD EXISTING POOL I i l I wALIc i , I � I PROPOSED E1CIS IE��G EX TING j � WO DECK' 1 ............._... --------J ; PORTICO WaI L WO EXISTING WALL 1 F LIND cz>- 15'AC ,ESS EASEMENT ! i 143. Z 1 2"IRON PIPE OfFECIe�L RECORDS I S83� 20' 30n W 261 .�8� I EXISTING ` 1. L 3295 VOLUNAE 7337,PAGE 571 ; Lu �....___ i 231.93(IRON TO IRON] waaD DECK O I 1 3.7 Y N IN I ` OT { LOT 1 - EXISTING TWO kORY O CD ..._Y o Z I z I "SOUTH 1I/2 RFSI CII ( GENERAL PEl: T LINE � m i m 144.83'Tb 2ND FLR.WAL BUMP-OUT OFFICIAL REC�RIDS BOOK _ l 12975, PAGE 1 < 1 p O .I* 147. •4'TO GENERAL ERMIT LINE 1X0.31'TO BALC NY ROOF EASTERLY LINEI o lm ¢— EROSION CONTROL LINE 152.15'ITO CANTILEVEROD BALCONY DECK I OF LOT 2 AS M . PLAT BOOK 35, PAGE 59 & 59B i SHOWN PSR PLAT "a' I 156.4 TO EXIST 1 ST FLR. DECK i =1 r 1 { 216.62'TO EXISTING C NC. 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Colorer horizontal still by alt�rtg IIexltYrar 040 'snslde edge of ss L ILA AAER wea#�e�-resistive hal` `1 !1 . emova second reliaaae peg@r. T 10: . PuPorr ,,AexWropTM and DuPont`Siraightflashw.are highly engineered fleshing taW de3hpad to be compatible with Tryveko%weathe€ixetion Systems products.for optimal weather-mistive,protactiun;== suggest yt�4t use Tpv+k* iirrmmeiMrspe,Tyvr3k+r SttrccaSlyrW orTyvelco Coetcinlrspe;l}uPT0*pe<end TyvelcelNrap Gaps. •--r'""I GENERAL IMMUV!E f�y�p r•• �. f ENERAL 1ief a DuPwrFWNftrand.StraigidF#ash-should be installed on - ate NoTsTREToomupont-RexwrsrWHENINSTALLING, 4W clean,.dry s arfaces.Wips surfaces to rantt9 moisture,dirt* . DuPont° f lexWra?'P8€ftNrtt$best When.installed at gtease and other debris that could i€tertete with adhesion. temperatures 000 4R'f(4V- out 4V- * Apply,pressure along entire surface for a good bond, . For additional guiti�ines and suggested caulks,please cell • move aq.�wrinkles rind bubbles by sm000thing surface and f-81>ff a4 TY1dEK# "�� }• �,�,�, � ,@��`•° `•� repctshionbag as nacsasary. � �4"°" ;.� .I TION. eftiatfserrtn at C:ttea b PREPARE WEATHEWRESISTIVE BARRIER FOR WINDOW OR DOOR INSTAL Irr iikil a :iffios sres pak Make a me difled"1=Cut'in the weather-resistive barrier by cutting straight_across_thO top of the rvindowfrarrtet from the center � `�P 00 out Ws h corner{tea All; down obwo two-thlyds:of the waay than angling the cut to eac flap above the rough opening to expese sheathing or framing head flashin installaftittri,plead Rashht - ,. A1,�[•s�:4 ...,: � pats g rtaerr,bers atnd atlo�r' 9 4 Lke etaddlhg Ahould adhere to sxpased sheathing or frarahrg Members, a rs tnenent; I C. Fold sire and bottom:flops ifft rough opening and secure, flip head flap up and temOWM4 securM. At#on 0uP Ptd'at b of canters face Of Wall. A.Apply cr ntrous heed ceugc. A press sill:Hashing to ensure full adhesion. Window Nwdng Rsnge across -. isre o#e2tsciirna�tC;:SECIII#E bedtarsibfalfle ince rlked FAIVNEtfJGES WITH MECHANICAL FASTENERS. --- { s.Capt an sfaplis,we ts,at .l B,00 NJUT AjppLy CAULK ACROSS Foll:bv. t '^:f151 lop.. r [ Ab dol # Qd; r, I fhyghtd'itsffspt#srtthued R�SIIl�€�"I `VlINDO> € FOR RE�TA1y11 ULAR WINDOWS ;. ^a.� '1?sJen{el L88E' P& i owe t ROUNDTaP:MDOWS: i^ ��r)rruPaftatr�?�ri�'t�8�f+r�.{Yls� EtififgF R Frdd�wlse a fllhd+ nghl7 t®ista�,trr Frse�r,0%4~ ktkg' t ` _Ssi► i4tortsQtrh�ths# tistrJteglr :rdfhA i hb cfstion A} eaang ti apt T t .a e A'Chead fthe ate ler{gth(NJ swum p)(tetditg t 8111,0106 endow head twtie andbefrr fasten aails, pits.scr fround-top window: ' boga tbtir , }. �y+res°R at a, atrtru ta�radd a tc rtrada trlh>s sarin diet a r �t►itnr�r8edrtr ptt#re rhtg s {tf wirttl0ylrfi (hrr6.#fin d. high dia"ir.tx lyht}ilt�sne l sr9 it nr�e be+�+ti�is i Ints+sdas I31iRr: u# it rrsft3lftrpk► rY. Writ @xtenda d tiemtf►t$ CfetrKsvabuth release ps".Ond instait•to,conform around `. r�++i tr rl t xaaatllMnn3;k hBYr r+torsofj$rnbflaslgs �s , .>K1ttrtrtrrisdersarf�tpeu 'f° i♦sa�atFBckur+et t�d 'taiswlt#ttwt} srraet4B of win�fctw,cmrerin en res fnouhrtirtg flange and f�l va 4a r i6"A�r a�her his r.+rhls set r4 f,, ayrrad taac},ewtr ssv+rsa �8ingttl> slretrtlg 4r.frafnetq members.( irstratirerr t rertrtce:@ "oni aiipgs rtwt 7yar8tc 3r8 ts> :wlitati.fradr ring te.exposod 01140ttg or framing nttamthers Head ` - s tatreirara oti ttltM•credi= ato�. ffashingshouldovolwiefnbdaslhi. to oftee4lr. �rdXrii' lrit���slrr�t�aap # pgrt°'t�ex�Yt�pa!'Srtaiglah•aren+siters;s�eheoc:t�ibh $@y� rrsesua r iedlsigttearedatu+surae!gpObar �ttrl� ry@gg,uFk ?alarp@4��rratloa' .W '' �i� rrta 3rirl�� saeaL+Af ap + °' mh�rin6�rl~�a � Witt _ 3se Ar�d`itis�a t+�R 6�t`srrriupore�'ditaa tk:rea �. r3�h#css�l� �atett��te3ta+cce;[tuRRrdE:re eateaa,•t�.� quat�r�snddoars AD INSTALLATION TIP[ day�fn#;a�s as : Ow du fit's. erEc F 00. .' �rae�I be aratea��sd�req. Remove short I@rrgths I r rt a no-u c rlt'7t,A;at Tt a tis t- rafidiarMrlf►taaaisllp erg cif rstesse papers,begin apf nY, sa� mptnrdicts€ rep cor++porsrnc ie. : #�Jtt�ir�Htr xce r1 �i�[A' 4ftttafrenhYqg- vwadahrrrtatt3» fltfIRiirrrllier4ite irtstallation.tlterarepeat zeprees rep ts+id 'a�x•#�ot�i atlti+er� 4o�+� � �tatirhr�term�atattorao «*"` pyveJrKrtlfretlals s.�stYY1rt t4 Y. �renes Met eddtrtnssat s Arlt' " until. installation_ is0tegai�l.t><`fx��eb,�bfl [wt� S rs'°�"� ttDiiin S `FraAn+et'.ta�1:to Rmi Pr��slsi►� maw� aacatare�cv ?��sV! a camplata. mlat air # inter �� ,t ;stST �; - idurtaq+�s •tYu rpt xis iiBa; �'ftir adueriisarrgR ergtpcatagri. dop�.+"''� ���ottr8tr�:igarapa •�t# wAitasq trspttbrr,4p;canras :sEr.; +qts'€ re :srsii�A s8.ii�tdd�r0i�'ar`>d�#airor`.. ' tu'rit.�t�ti 18"�t[f$:f4viet �� �, � �+usads.4ceusna+eensrhaxsken`1Pax.thmseta 'tir��: ora ,, wo. artd�+a+dat100, 4W rVIOU � T ircatai# rt�it.atr#rtsEr#rsMtsueea� .. A._fOp dormupperfiatof'wea r=resistir►ebftrrisr lairs fletsc.ross:headdsshing. r, •aitifl ttr+r t d zdis'ttfleit+�+r ` gTEP 12 .'Tape along all:within:we r-oasis v�sbe�tfiersnd.ecrrssheedofthewindowwith uP09-Tyvai�'Tape. �.tnrnr�e�, t e�l's�t►�+tit�� C.:tarrllt irxsintl ber-#cer rr+d hf tt assa�ryl:trf:sssl rear of rvindovOdoor frame to inside of Hugh Opening across Itcttct arid' Dtdhuir�Fie s9;atrr3: ares dtsirc a *a ps :orastipprry: lvehi baclw for}0 neca�ary}to seal reef of windcshr/ fri tiknttrtt:hd tx°tip dha sirtss:to form a back+dam.Ta air seal arottrtsl the,ra+irttlttvt openf4ngr caalk cotripl�sly arrlrand t Cts ridge �D �t�ku�ra�'sr?3 r> teeiapwt3e� )ffrarrm to inside,of nigh opening screw bMm and A rai the vfindow pirimoisr: as t fp ( tat#e�irnd )ttEr #8• of f 2`up tfre s to furnt:a back darn.To err seatWOOL"... *d.fw"dowt� caulk comipleialyaround the 't��'rt' atrarh�ist�aioMad.ttwrre�r;lfhatrnt's,, drr> ,�t�rial�ttrvsf. A-edge of the trhrffadaetr perimeter. : tYfrs�irt+:+t€� Fz - I Mtadmtiras � t . t few— t ` t lop ---------- _ ,� ,4. ... ... NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING MATERIAL DIRECTLY APPLIED TO SHEATHING CEDAR SHINGLES CEDAR SHINGLES OR SIDING 1X P.T. --------------------------- � r- 1X P.T. -------- ------- f - ---- ----------- - ----- - ------------- FURRING (TYP.) FURRING (TYP) i 1/2"PLYWOOD SHEATHING 1/2 GWB li 1/2"PLYWOOD SHEATHING �} 1/2"GWB r MASTIC TAPE (ADHESIVE PRIMER j 2x6 STUD WALL W/ MASTIC TAPE (ADHESIVE PRIMER 2x6 STUD W OVER SHEATHING PRIOR TO TAPQR-19 INSUL. (SEE SPECS. OVER SHEATHING PRIOR TO TAPE) R-19 INSUL. CAULKING 'f' ' CAULKING r � J , s 6 �i � 5 METAL FLASHING r.., b 1 ` � � METAL FLASHING f ` rf ' ! i MATCH EXIST. MATCH EXIST. 4 / f 1 f HEAD DETAIL HEAD DETAIL 2 2 4 2 t _ WINDOW HE t J 2 �� r 2 � 2 ,t,'. 3 WINDOW HEAD TRIM r 3 ' E -�. _ - ' $ (SEE SHEET A6.20 (SEE SHEET „6 --_ . - rI , ,� _ - FOR ADD'L. 11 3 FOR ADD L. INFO.) CL MASTIC TAPE WOOD JAMB g WOOD JAMB EXTENSION a EXTENSION z J HAND-PAINTED VULCUM Z w DOOR ASSEMBLY TRIM (BEY z o OVER WINDOW FINS _ + TRIM (BEYOND) z p (SEE SPECS) _ f wp O U VULCUM CAULKING PRIOR TO ! = U _ CO INSTALLATION OF WINDOW ! r r O Co pO O NOTE: VULCUM CAULK ALL O p NOTE: VULCUM CAULK ALL z FINS @ CORNERS,TYP. w FINS @ CORNERS,TYP. w w co wWINDOW HEAD DETAIL ( SIDING) 6 H Co 3EAD @ DOOR ( SIDING) \ \ / A6.10 Scale: SCALE: 3"=11'-W `� A6.10 Scale: SCALE: 3"= 1'-0" HOUSEWRAP OVER EXTERIOR HOUSEWRAP OVER EXTERIOR FURRING (TAPE FROM FINISH FURRING (TAPE FROM FINISH I ` T TO HOUSE WRAP) O HOUSE WRAPS CEDAR 1 _ CEDAR 3 . SHINGLES r = SHINGLES 1 z 1/2"PLYWOOD SHEATHING 1 c 1/2"GWB '.` 1/2"PLYWOOD SHEATHING r 1/2"GWB 2x6 STUD WALL W/ (1. 2x6 STUD W DRYLIN MASTIC TAPE 1 DRYLIN MASTIC TAPE I I r (ADHESIVE tMER 01 '�. R-19 MUL. I.SEE SPECS.p (ADHESIVE PRIMER OVER j r R-19 INSUL. SHEATHING PRIOR TO TAPE ` ' t'� SHEATHING PRIOR TO TAPE 1X P.T. ; ` { 1X P.T. FURRING (TYP.) % ( FURRING (TYP.) MATCH EXIST.TRIM DETAIL j� , 101': ;>! ` CN INTERIOR WINDOW TRIM MATCH EXIST.TRIM DETAIL 2 � '� t� INTERIOR WIlk (SEE SHEET A8.20) (SEE SHEET ngL MATCH EXIST. VULCUM BETWEEN g MATCH EXIST. VULCUM BE w SILL CONDITION SILL&STUD WALL SILL CONDITION SILL&STUD J i Z I Z o WINDOW WINDOW ST, w DOOR ASSEMBLY _ I T' = ASSEMBLY (BEYONP (SEE SPECS) i O= (SEE SPECS Nr WOOD JAMB C="f WOOD JAMB :3 p I EXTENSIONO p EXTENSION O p OC O CrZ p i w NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL w w FINS @ CORNERS,TYP. FINS @ CORNERS, TYP. V V 2 WINDOW JAMB DETAIL ( SIDING) r5 JAMB @DOOR ( SIDING) q. -10 Scale: SCALE: 3"= ,I'-O" A6.10 Scale: SCALE: 3"= V-0" a C9 J z p TRIM TRIM (BEYOND) l a w (BEYOND) — DOOR ASSEMBLY O U WOOD JAMB % \ (SEE SPECS) xU) O g WINDOW EXTENSION DOOR TRIM p O g 00 ASSEMBLY WHITE FINISHED 0: Z d ALUMINUM (BEYOND) (SEE SPECS) C7 VULCUM BETWEEN z W FLASHING w SILL&STUD WALL Z p N TE: IbETAIL PENDING � St ! a.. w 5/4 P.T.WOOD VI YL ft INTERNAL DRAT �' INTERIOR WINDOW TRIM = U BUCK (TO BE C PPEI�FABRICATED MAT H EXIST. _ - (SEE SHEET A8.20) O N INCLUDED IN M.O. SILL CONDITION 4 .. - '" --� r O O SLOPED SILL W/ CEDAR ~'' - -''- r 0r p RETURN'DOG EARS' SHINGLES "x` 1r C w _.� w VULCUM (2) DRYLIN MASTIC TAPE 1/2"GWB BEADS @ CONC. FLOOR (ADHESIVE PRIMER OVER SHEATHING PRIOR TO TAPE) 2x6 STUD WALL W/ HOUSEWRAP OVER SHEATHING R-19 INSUL. (SEE SPECS) D sl OP (TAPE FROM FINISH TO HOUSE a CONIC.SLA$ WRAP) a p CONDITION- FOR ADD'L 1/2"PLYWOOD SHEATING APPLY ASPHAULTIC ROLL-ON - MATERIAL DIRECTLY TO CONC. 1 WINDOW SILL DETAIL ( SIDING) a THRESHOLD @ DOOR ( SIDING As.10 Scale: SCALE: 3"= 1'-0" As.10 Scale: SCALE: 3"= V-0" SYMBOL INDEX SYMBOL TY MOUNTINGIHT. QUA A Fixture A- RECESSED FI E - LITHONIA MOUNTING HEIGH& QUAIN -4L LC6 HOUSING W/602 TRIM, 10' 1ST yFi✓ �`r'� 50 W YELLOW A-19 LAMP D FLR �B Fixture B - WALL MOUNTED FIXTUR TING HEIGH1Tr _ QUA PROGRESS P57 12-31,50 W 6'1ST F YELLOW A-19 LAMP HAYWARD CO OGIC 4.0 LED POOL LIGHT FLUSH MOUNT QUA C O HA�NLESS DEL No.SP0524SLED50 2'-0"BELOW WAT6 RLINE 500v,w/50 FT CHORD, EEL FACING WINDOW NOTE: TURTLE FRIENDLY GLASS (LOW E240 QJR EQUAL) ON ANY &LIGHTING THAT IS EFFECTED BY THE FOLORIDA MODEL LIGH ORDINANCE FOR MARINE TURTLE PROTECTION a� 1 1 i s __...-......_.. _ _ _- ..... —..__------------------------------------------ --�-;-------------------- _ -- --- --- - --------- - -------------------------------- -.._. - -_ _ --- -- —_ _.____-..._..___—_._.___ __.___...._-._— - r- __ —------- ----- ---------- - --------- -_ - —------- ---- sI --____---____.._—____—— _-----_—_---.--__._----.-----_-- E { _---_._ 11 _----�---_------- ---- - —----- --- --- -::� __. ..� -----------._ . -.__.._ -- -- - M D� /SAND _ GFI .'y L '..,.�0 `I I' GFI R OM — _ FRE — - I—, I I- ` 1 ' I DRAWERS I �`fiI1E 1 ! 9 I - =r--,o BELO-Y, 0 I �.�; (BELOW) $ L I I I ! R( ( -_ -mss - -- (BELOW) I 6 1 B ( B -. z F, - wJ Hca€ I ° � c C I I I I _ I PANTRY 42" 109 I _ % ISLAND I - 11i` sI >I s I MUD I; SD � I Tc F. 1 ( :; .,OCEAN ROOM 1 ; � I I (I 107 KITCHEN D ( (I 1103 B _ _ I I STOOP — 104 ( IT 1 II I � I — _- - - II , ii ; iI II 3 - Tqd HTS _ o ( AB E PANTRY 1 I ' ZO -------� � 17 o1 96 I : STAIRS I IUP 106 ti -L, 1 N I - c v15 14 2 3 r6 4 3 -2' 11 16 : O i S! =I 1 - F z z i A P; ER PATIO p H 110 102 I i �r s -- - :� FO ER G I ' 1 2 3 4 POO 1C0 ! ( -_ ________________ ------_ --- ------------------- r N EXISTING OC NTS WVU I ION CONSTRUCTION �... -- { FIRST FLOOR ELECTRICAL PLAN A16.10 Scale: 1/4" = 1'-0" a ' a' W P4 z SYMBOL INDEX SYMBOL TYPE M HT. A Fixture A- REC ED FIXTURE- LITHONIA UNTING HEIGHT - 4, %- LC6 HOUSING W/60 IM, 1Q)' 1ST FLR �`T' 50 W YELLOW A-19 LAMP 2% 2ND FLR �B Fixture B - WALL MOU FIXT BUNTING HEIGHT - PROGRESS L7 ,50 W 6'11 ST FLR YELLOW A- P C HA D COLORLOGIC 4.0 LED POOL LIGHT FkjUSH T ARD MODEL No.SP0524SLED50 2'-1b~BELOW W–ATSRIINE 50watt LED,120v,w/50 FT CHORD, STAINLESS STEEL FACING WINDOW NOTE: TURTLE FRIENDLY GI-Aft (LOW E240 OR EQ $LIGHTING THAT IS EFFECTED BY THE FLORI ORDINANCE FOR MARINFE TURTLE PROTECTI - - _ - - � - - - - - - - ._-_ - - _:.. - -- - - - - - - - - - _ - - - - ___- - - -___ - - - _ - - _ - - - - - ____ _ _- _ - - - - - - - - - - - - s , ___..-_ - - - -- I i if ---- , EXISTING WALL _ 29 II.......__. -----• �.I s BELOW G BATH #3E [LAUNDRY E142° i € i - BATH #3 /� 1 I 215 � i B - �B i L. I i I , ; ; ; I _=-=_ I BED #3 _ II I s I --- 208 1 VES't ULE ,s I 0Noy - - - ---- -- - -�---- . - ------------ ---- - -- --I- / --- __=_______= -? --- ------j--------¢--- _ : I= HALL ' --y I _ HALL #2 c I I - C _ `-- s ; tl - - - - s t -T 213 € 200 + 1 c c ------- { I=- - ---- ------ - -- --- ( I ---- --- i 1$',14 120 21 22Y 23 2� 25 26 27..28 29 i30l 31 MASTER BED - 1 I co HALL CL. I t B it MU�TTIC A�E– –- i 20 6 --------- -- — - --- -- _---- ----- - C T S ITCH TV ..� : I J I7 !..._ _ -_ _. .._._..== _ --------------- — O W.C. — _ �-- i J Z{> B - -- — — — -- --- z I S 106 I x I pU I E ------ 1 2 — ! .? :. W MASTER BASH I s PRE ----- c MASTER CL. ( c I 42" / { 0111 J Il]IU I 1 42r �- 206 E E ' E -- H WE _ ---------------- ------- __ ----- - ------------ ---------------------- I I NEW EXISTING CONSTRUCTION NEW CONSTRUCTION - CONSTR CONSTRUCTION CONSTRUCTION CONSTRUCTION 1 2 SECON D FLOOR ELECTRICAL PLAN At -2o Scale: 1/4" = V-19" A E'+ z z JE ao z