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Beach Avenue 1771 1",�x 7 1,- 4. -1 T. �: 'Y: �,5 Z" A�.. Yl-� Vj—�, '71 p Y,VA,v T, J,Z- jw it:A,��-vAl 4 4 ;J o A ? 1�j.4 fEl ...........�4. 'I 7� EXI5TIW-4 F.T. &C(o POST& 7-1 - - - - - - 7-7 777�- 15 A 'C. 0 N -Y 'EQ UA� EQUAL.T'3' 4 fow E.aj E— Em 0 m 0 Z' STEEL COLUMNS Im 0 f LU. 4' TEMP FIXEQ-.GLS NEW COL. FfRom SED A50VE SEE STRUCTURAL NEW 2ND FLOOR HOWE u NEW F��$f'44btik EXISTING AM 'SEE CPT A50VE 5E R�CTURAL (HD- — — — — — — --- — — — — 7--7 -.z ..... LLJ MA4 'WALK It BATH co -77 777, L LUALK III WH Lr) I e 2-a 2' =7 K UT 1-� .0 J.N 20 R I�ot ST NG, K FIX fan K r 7" L Lo .7 r v 3'-8' 7 LF u EXI,5TIW-i MA50NRY WALLS EX19PTIW-i 2X(p WALLS ............ itA 1. ........... EX15TING FIfR5T FLOOfR 0 R 4 "NEWjH1fpD,- F ON c), . . . ...... I I' RAW REVISEO: T ... ....... D N BY j I M SCALE: C I L L I A M 1/4" 10/10/gnni DAir- REVISED: �c; s., BER RESIDENCE ADDITION TO THE TRA G I z NUMBER DRAWING 1771 BEACH AVENUE ATLANTIC BEACH, FLORIDA '4r A A 7 ...... , 1 r a r , - . , J t 1 s - - J , H Y a , l ,p T. ,r. v r , J r' r. , F 3,, NEW THIRD •CA V � NEW THIRD FLOOR : FLOOR ' !1100 D B�ILCQNY = kAIDNG STUCCO.TO TO MATCH EXISTING MATCH EXISTING Guardra 11 �shali be 42 inches' high Intermediate rails sholl have o'' X. of. S,` 15 16•-inch .s aces dnd (:a NEW P.T. WOOD .� Spaces• . BALCONY bottom horiz. -'rail max 1.•';:1516 ExisTllvG ROOF above floor. innn E�c19TING ROOF,OF 12 SECOND FLOOR - a. - - E�15TING DECK , ., 1. -� E W J n ` - X13TING , _ I • , - ..t r q EA. 5T ELEV-A T10N NORTH ELEVATION , • r f i , S _ : , r i ( , E L E V A T 1 0 N S _ SCALE: f • _ DRAWN BY J I M G I L L I A M REVISED: r DJ►T�• 10/10/2001 PHONE NUMBER 9Qa 249 QQ72 REVISED: _ ADDITION TO THE TRADER RESIDENCE . - RAwING NUM9ER TH OF 4 : . ., x , . ,• :... .. .:, ..,., .,. h 7 B AVENUE ATLANTIC BEACH FLORIDA 17 1 BEACH , : r � 5 w i / / Eyago i4viwuC ' y. MAP SHOWING SURVEY OF t LOT. 36, NORM ATLANTIC BEACH UNIT NO. 1 -, ,R-C-B-S CORPORATION AS RECORDED IN PLAT BOOK 10 PAGE 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OCEAN AYE-ANTIC VER gPPROXIMATE HIGH WALINE •F 1 'v VEGETATION LINE 7/13/88) APPROXIMATE -*1 0 ' SET I/2"IRON 50.16 PIPE L.8.3672 SET 1/2"IRON $.p4p31'5711`^F• ' PIPE L.B.3872 , EROSION CONTROL LINE to DNR FOUND MONUMENT Nui o.R-43 � I N.8e016,0C'W; 1 968.72 ~r 12.00I J g.04°59 a1 E• T N•ae04a'oo"�• I • ' 352.77. 7.00 0.2os ' s.oa°51'16�� a �,N T� FOUND DNR $.04°51Is1A E. 503B x MONUMENT No.R-48 11 518.98 COASTAL CONSTRUCTION SETBACK LINE 6 E S..04°51 1 i WIRE FENCE 1 LOT 37 N 1 NOTES O x O LOT 35 THIS,IS A BOUNDARY SURVEY. N N ;I BEARINGS AS PER PLAT: .. I NO B.R.L.AS PER PLAT. —FENCE o I FIELD BEARINGS BASED ON COASTAL ON LINE o I CONSTRUCTION SETBACK LINE. o I 4 W m I � � y 1 WOOD PRIVACY FENCE 3 i 4• (HEIGHT VARIES) N tF w 'vs BLOCK WALL pD 0 I N N 36.2 N d7 1� 3. COVERED O u7 ry CON ORCH W 36.3 V O 0 WOOD =m DNR MONUMENT O ri STEPS 'EE=ri O No, R-44 0 k 1sT FL,-CONC PORCH N 0.6b Iqp �2ndFL:BALCONY �N ao.;:.; THE PROPERTY SHOWN HEREON APPEARS TO LIE' IN FLOOD 0 BLOCK WALL 0) ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) & OD 5 2-STORY N OD "VE" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD Z 2 BRICK+ FRAME inINSURANCE RATEMAP" FOR ATLANTIC BEACH, FLORIDA. �4 RESIDENCE I' ry No. 1771 1- 4,d 2nd FLOOR BALCONY (4 WIDE) I 36. 447.0' . 12.0'. r+ ,��3�� •1..... _ .. WOOD a: 7.0 W DECK p CONCRETEx W DRIVE N _a r ui I� 06. 0.2' 4'WOOD RAIL FENCE w NO CAP .. � FN .CAP NCAP ' '- •,J I HEREBY CERTIFY TO TOWNSEND D. AND VIRGINIA A. 200.24 0^(� I.z' N.03° 57� 0011W. 5�06 HAWKES, WN.C'SON RAMSEY, JR. , AND LAWYERS 'rzTr� TN- (N.03°23'32"W- FIELD 50.22 ) SURANCE CORPORATION THAT I HAVE SURVEYED THE LANDS E N AS SHOWN IN THE ABOVE CAPTION AND 'THAT `I'EiIS MAP IS AV A TRUE AND CORRECT REPRESENT'AT'ION OF THAT SURVEY ACk"'{ ( FORMERLY GARAGE APPROACH ROADWAY) AND THAT THE SURVEY REPRESF�N`PED HERFA�N MET7N, rM PAVED MIMLNUM TECHNICAL STANDARDS OF THE FLORIDA ADMTIVISTIRA- 25 R/`f1 TIVF, CODE CHAPTER 21-HE{-6 AND '.C)IF FLORIDA [AND TITLE ASSUC�ATZON. ...f THIS SURVEY NOT VALID UNLESS DONN W. BOATWRIGHT L.S. SEALED w17HAN EMeossEn SEAL FLORIDA REG. LAND SURVEYOR No. 3 5 bf SURYEYOR S MED HEREON RECHECKED AND COASTAL CONSTRUCTION SETBACK LINE LOCATED SEPTEMBER., 12; 1991 zo � � BOATWRIGHT YLAND SURVEYORS INC. - --��� u SHEET�-�- � SCALE: - FB,: ► DRAWN BY:�sc.iC DATE SIGNED I� J.....OF-i- 171I 5th, STREET SOUTH. JACKSONVILLE BEACH , FLORIDA. 241 - 8550 N1487', 7 .1z AEVISIDN5:7,- 0. 267, r�:Xt. &'0 rZ H 5 fZ. -T,---' IE3 EF IS OL 1L," 2 PC -q 4,' F s ri -�rO V91 Iq rV W/ -Z -- FT r6�,A 15;--TU .Z11 x LU ,C A X 1,�;-r I H L I C-2: \./I NO T, CC �Nakl FiNic;;HFLCOR ALI &N -ro MA-r,,-,14 r--x f s-T. > A � Zen FL R 0 --T Ju 1�1 '� f �� is Z: 5 W 0 PAM ' /S 5 t�STAI L— I /S o-r U rZA L CIF-TVAI T I N ce) ► 0 Li 45 F, IL PC e- 1 4 U � -Zp �- rF DRAWN OF 0 VBvt� E� ING op�188�cll ® Ce RECEIED CHECKED JAN 1999 ELAN M 2 1 1999 DATE. M City of Atlantic; Beach SCALE Bulidir)g and Zonins -5 14 61 W.+4 I�F!N L�:) qpEl NO� NPW P5�A I e--rr 60 M';;-r. SHEET' :G>01 -r "TO ER5 F,5MoVEr 17 --------------- Lei 0 31'-4' (FIELD VERIFY) -- •` •' 2 1/2 • �" MATCH EXISTING •• b 41-0" S'-,a" 4" STUD WALL BELOW TYPICAL - ••'•• � 6' � STAIR OPENING Ld 22 2 3/4— • ��� Ldr�-y- INSTALL 5/8" DIA.B - © -- ANCHOR OLT LL! O USE MIN D5LE 2X8 FA5CIA 6 I/2 f- H- F I � W/ 2-'L7,a" REINFORCING NO WASHER REQUIRED I z • ANGLES AT EACH END TO , STAIR ENINGRECEIVE LOW ENDS OF CUT d I � ROOF RAFTERS 2 I/8 (SEAT WIDTH) 2— � I I IN EX15 IN RO F I -`I �2 w I 1$} u v I i • 15/I N � I G. TRUSS I I I I �J EXISTING 2X6 SLOPED ROOF RAFTERS TO REMAIN INTACT H T T 2 TFNSI a TIE D I L � I LH (p X O m � I � o � � • m p (L 0 (� W I U I O "1212HL' STRAP TI BY U • 'SIMPSON', TYPICAL. NEW PRE- NGINE ERED POOD OPEN PE15 w z FL ORT U5SE:5 'A" � 4" c/ . TYPI AL � � I Ell I � mo 0 o I o EXISTING 3-13/4X131/2 (D ,{ (� LVL Btu Q EAM o �J► �J z LL z _ — - - - - - - - — o _ _ IA NEW 6X6 WOOD \ EX15T'G 3-1 3/4X13 I/2 LVL BM EXIST'G 4' STUD POST WALL BELOW 13'-,a' r 51-41 FIELD VERIFY FIELD VERIFY FOST TO LVLCONNEC71ON0LH LEGEND= NEW 6X6 WOOD P05T BELOW AIDED 2X12 W/I/2'. BOLTS TOP 4 BOTTOM w EXISTING 3-I 3/4'X13 I/2' LVL 6 12' C/C TO THE EXISTING 2-2X12 WD. lu PRE-ENGINEERED E3EAM BEAM BELOW T U 4' = T � z RA 2X6 WOOD BLOCKING I 1 WALL SHEATHING.SEE SHEET 5-3 6 A ID 0 (D 0 SHEATHING JOINTS I FOR PANEL THICKNESS AND NAIL c - SIZE d SPACING. TYPICAL, I 1 STUCCO OVER TWO o 5 C A L E J 1/4 " - 1 I _ O II 2x6 WOOD WALL BEYOND i� LAYERS OF 30"FELT II II II w N 2x P.T. PREFAB. CONT. WOOD PLATE i S'-O' MINIMUM , 'DRT8' DECK RAILING TIE 1 BEYOND AT EACH 51DE OF POST. (TYPICAL) I 6d DEFOR1EhEDSECONLD � FF.,AMINGNOTE5 .1FLASH a WATER PROOFING SHANK NAILS CL AS REQUIRED TYPICAL TOP AND BOTTOM O i P. . 4X4 WOOp POST 1 . PER TO ENE1RAL NOTES AND ED ,SI N C IT IA ON SHEET II � ^ a 5/8' UNI-FLOOR I '�-0' c/c MAX. m 5/8 UNDERLAYMENT OVER I 2x2 P.T. a 51/2' c/c ' 3/4TaG PLYWD FLOOR SHEATHING 1w I z THIRD I 2x4 P.T. CONTINUOUS (TYPICAL) 'NI' HURRICANE CLIP TOP ELEVATION OF F-LOO1 T U,55 , 21 O P.T. 5/4x6 WOOD DECK _IL g ALL SUPPORTS. TYP. 6' C/C. TOP ELEV. 11/4' BELOW 2ND FLOOR. 0 3ALL FzT IO I WALLS A1�E S A UUALLS UJ/ WALLSHEATHING � Lu _ (L� TOP OF THIRD FL. j Cl ON T E 1�I O FACE ON I® ,Lu TRUSS ELEV. = 21' f — tia' 0 THRU. BOLTS T d E NOTCH P.T. 2X12 16" c/c I1z' AT PECK y� COUNTERSINK HEADS Off �U1 �r1=lf N ON01I SIDES O � '� II AND PLUG. TYPICAL. WALL ONLY" WU 4ERE THUS 51 41DD ON PLAN_ 11 II - li II APPROVED Q > Na' 1 N P.T. 2- 2X12 BLOCKING / d . o [DENOTES 2 2TENSION f I / = 1 CITY. OF ATLANTIC BEACH " " , " BETWEEN CANTILEVERED FLOOR P.T. 2X12 CONT. W/ 41 BOLT BUILDING OFT10E TRUSS A 24 c/c �� N O TRUSS G 24 c/c JOISTS W/ 3-12d NAILS EA. END STAGGERED 32' c/c. T 4 B td z GSC 18 20011: w H 5. [DENOTES & X& U�OOID FOaT 5ELO(W. SEE DETAIL " 5/5 = 111 _ ELEVATIO VARIES N � + � / / ELEVATION VARIES JoB No. OUT FILL S O I L D A M I N 111 Ut-1 OF 3 G U OF WALL EXISTING SLOPED ROOF TO REMAIN INTACT N 5 LOW INTERIOR FOST UJ/ AN °A51 & & P05 I SASE 50TTOM CENTER DRAWN: NZ DATE: x/10/2001 OVER LOCATION OF EXISTING STEEL TUE3E COLUMN ANDSECT I ON P OVIIDAN " LFC& " FOST CAP 5OTTOM OF THE EASTERN f0ST_ SCALE: No�ED NOT TO SCALE 0 SEE DETAIL "5/5 - 1 " FOR CONNECTION OF: T OF OF POSTS TO DRAWING NO. IeTIN -3 - 13/4 �I 1 ��2 11 LVL 5EA�l NOTCH TOP OF TRUSS 'F' TO RECEIVE NEW 4X8 WOOD BEAM INDIVIDUAL SHEATHING w 0 3 L J� 12 � ATTACHED TO THREE TRUSSES MIN. ILI Ca ® Lo I FIELD VE `n '-m" 25'-4' ( VERIFY) 1'-ou W NAILS (a" O.C. MIN.II II II II I u., PANEL EDGE S AT 5LOCKING -, TRUSSES II II II II II - e 84' (TYPICAL)� � L z -w�r�- z 8d NAILS II II II IXF _ ul -40 /@ 6 11 q 0 ALL PANEL 8d NAILS Q 4 O.C. MIN. zEDGES EXCEPT (GA LE END FRAMING ONLY) ON GABLETRUSS (TYP.) I I I II II II f II IL I II II II II I I 8d NAILS II II II II II 0 I 112O.C. I II II II I SII- I CENTERLINE RIDGE ON INTERIOR — _ - d I I OF PANELS I II II II II- m m o I I (INTERMEDIATE) II II II o° � EXCEPT ON 2x4 SPRUCE OR BETTER II II Il II I � � � I I GABLE TRUSS BLOCKING 4T RIDGE (TVP.) w z I I (TVP.) II II II II II _II_ II II II II N_Z� _N 2x4 SPRUCE OR BETTER BLOCKING (FLAT OF VERTICAL)clw I I - END TWO TRUSS � ((�j �z I I SPACES (TYPICAL `-''TRU55E5 'F' PR FAE3R GATE WOO ROO TRU5 E5 '1= 24' G/GI I I I II II _ m o 124' c/c I NOTES: II II II II II II I w I I I. ALL NAILS TO 5E COMMON II II I II I I I 2x4 CONT. (TYP.) > I NAILS MIN. ILI 12° MAX. Lu LH LuN X 11.1LL i I I I 11 u [a 111 U z ROOF FRAMING NOTES: I. REFER TO SHEET 'P5-3" FOR GENERAL NOTES 4 DE516N CRITERIA ROOF SHE,4% TH I NO S7Te4% CHI�IEN7 FLoA%N A 2. ROOF TR55 BEARING ELEVATION = 31'-I 1/4' (FIELD VERIFY) ohs [1 3. PROVIDE AN 'HIO" HURRICANE TIE BY 'SIMPSON' a THE ENE) OF EACHI TRUSS. TYPICAL NOT TO SCALE O II 'I 11 u-iiRA N 6 Illullll GABLE TRUSS d (5) 16d NAILS. TYPICAL. I GABLE END NAILING SCALE: 1/4' = 1'-0' ad o 4' c/c. TYPICAL. 1/16' SHEATHING SHIM 2X4 SYP e 24" G/G Wl 'A35' FRAMING (2) I(od NAILS EACH TRUSS. TPYICAL. ANCHORS m 5UPPORT6 TYPICAL. CONT. 2X4 LATERAL B G T RUN 16d NAILS ,@ S' c/c. TYPICAL. 2 2x4 SPRUCE OR BETTER BLOCKING GABLE END R/32' SdG OVER FELT ON 2x4 SPRUCE OR BETTER 24' O CENTERED BENEATH SHEATHING JOINT. VERT. BRACING 15/32' SiTRl1GTURAL ROOF m ATTACH BLOCKING W/ (3J 16d TOENAILED PER TRU55 I2' PANEL SHEATHING (TYP.) r•i OR (2) 16d ENDNAILED EACH END. LENGTH CENTERED ON CONT. 16d NAILS 8' c/c. ALTERNATE DESIGN (TYPJ v (MAX.) w CONT.GALV.METAL LATERAL BRACE (RAT RUN) TOENAIL AND ENDNAIL. TYPICAL. Lu WOOD TRU55E5 'E' / FLA54Il G (TYP.) FASTENED W/ (6) 16d NAILS p �C OR (S)ad NAILS TO 2X4 f- 24' O.C. (TYP.) P.T. FA5(CIA 4 DRIP (TYP.) CHORD BELOW (TYP.) ! U 2x4 SPRUCE OR BETTER 24' 2x4 CONT. S.Y.P. LENGTH CENTERED ON CONT. 'A35' FRAMING ANCHOR 20' c/c Q LATERAL BRACE (RAT RUN) ` O O FASTENED W/ l6) 16d NAILS WALL SHEATHING. SEE SHEET 5-4 W OR BELOWS P)X4 O O O lONCHANNEL RESILIENTNEL FOR PANEL THICKNESS AND NAIL OR FURRING STRIPS 51ZE 4 SPACING. TYPICAL. OPTIONAL: / 16' O.C.ATTACHED y RESILIENT CHANNEL (2) 16d NAILS \ _ 00 , TO ROOF FRAMING � OR FURRING STRIPS FOR GYPSUM BD. } g 16' O.G. ATTACHED c lu TO ROOF FRAMING CONT. 2X4 LATERAL FOR GYPSUM BD. BRACE ( RAT RUN ) $-� O STUCCO OVER TWO n LAYERS OF 30*FELT 2X4 KNEE BRACE z v 4'-0' c/c MAX. SPACING W/(3) 12d NOTE' ALL NAILS TO BE NAILS EACH END INTO TRUSS VERT. 1/2' GYP'. BOARD COMMON NAILS MIN, WEB MEMBERS. z °R5P4" STUD PLATE TSB i OT JOB NO. I o e�a ALL NAILS TO BE 111 EVERY OTHER STUD. TYPICAL, COMMON NAILS MIN. i DRAWN; NZ Z DATE: 9/10/2001 0/� SLEEND �� t4%LL SECTION � STUD TO � % � SCALE: NOTED 3 - 2 - NOT T SJ- 2D5L . � 2O SCALA L T NOT TO SCALA 1DRAW1NCz NO. 5 - 2 GENERAL NOTE5 AND DESIGN CRITERIA FOR TRAGER RE51DENCE Li 2x6 WOOD WALL W/ 2X6 1. CODES: STANDARD BUILDING CODEC 199 ), ACI, RTIC, NDS, AWPA, APA (LATEST EDITION). a' BLOCKING Q PANEL JOINTS STRUD-I-FLOOR 2- LIVE LOADS: 5/8' UNDERLAYMENT OVER ROOF LIVE LOAD 20 PSF 3/4' TG PLYWD FLOOR SHEATHING 'RSP4' STUD PLATE T 4B 'a FLOOR LIVE LOAD 40 PSF t m EVERY OTHER STUD. TYPICAL. SEE DETAIL 'B/S-2' D 3. WINLOADS: (110 MPH ZONE) � AS V B IC VELOCITY PRESSURE 32 PSF W WIND UPLIFT 30 PSFLjj -_ &�, 4- MATERIALS: m-m Com== I-u- - o WALL SHEATHING. SEE SHEET 5-3Q��X FOR PANEL THICKNESS AND NAIL GROUTING CMU CELLS 3000 PSI/SLIUMP I,--v , ,� PREENGINEERED WOOD OPEN WEB SIZE 4 SPACING. TYPICAL. REINFORCING: ASTM A615, 6R.60 CLAP 30 BAR DIAMETER) FLOOR TIRUSSE "A" 24" c/c. TYP. LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE STANDARD Q BUILDING CODE. o SOUTHERN YELLOW - PINE, MC 19, NO. 2 STUCCO OVER TWO PLYWOOD: 5/0' APA C-ID 24% INT WITH EXTERIOR GLUE (CDX) OR ENGINEER APPROVED EQUIVALENT FOR ALL 12 � LAYERS OF 301 FELT ROOF SHEATHING 5/32" THICK APA APPROVED WALL PANELS. USE 3/4' T 4 G GLUED STRUD-I-FLOOR. MATCH W/ 5/0" UNDERLAYMENT. EXISTING CUT ROOF SHEATHING 4 INSTALL 'MTS24C' � THE ENp OF EACH NAILS: 86 �" ON CENTERS OF: SUPPORTED E:pGES CIN � THE SEAMS) AND o 12" ON INTERMEDIATE FLOOR TRUSS SUPPORTS CIN THE FIELD).. REDUCE NAIL SPACING TO 4" C/C AROUND OPEN IINGS. LH �o� 40 l°�D CUT 4X6 WOOD PLATE W/ '/z' FRAMING ANCHORS: NOTED ON PLANS !BY "SIMPSON" OR APPROVED EQUAL- 0//v '�Op LAG BOLTS OR DOWELS MIN. 4', USE Z COATED OIR STAINLESS STEEL CONNECTORS. /�T�CT� INTO WOOD BEAM BELOW 0 24' FLOOR JOISTS: PROVIDE SHOP DRAWIINGS FOR ENGINEER'S APPROVAL WITH DESIGN VERIFICATION SOF THE FLOOR JOISTS BY COMPLETE ADP 2X BLOCKING CALCULATIONS SIGNED AND SEALED BY A REGISTERED BETWEEN EXISTING ENGINEER HOLDING A (CURRENT REGISTRATION IN THELH EXISTING WOOD BEAMS 2X R F RAFTERS STATE OF FLORIDA. n m TO REMAIN INTACT U ROOF TRUSSES: ROOF TRUSS FABRICATIION SHALL BE APPROVED BY ICBG. DESIGN PER TPI PROVIDE SHOIP DRAWINGS SIGNED AND SEALED BY AN ui Cl ENGINEER HOLDING CURRENT REGISTRATION IN THE STATE OF FL. O EXISTING STUD WALLS TO REMAIN INTACT z MINIMUM METAL PLATE ;SIZE IS 15 5aUARE INCHES AND 6) LU '� DESIGNED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS. :3 IL o FOR LIGHT METAL PLAT-E CONNECTED WOOD ROOF TRUSSES. z ulN SOIL TESTS: SOIL TEST BORINGS WERE= PERFORMED BY WILLIAMS EARTH SCIENCES SEECT I ON " DATED APRIL 2-1, 2001 C WES Project. J 301159 ) IT IS THE CONTRACTORS R fFULL RESPONSIBILITY TO PERFORM 3 ADDITIONAL SOIL TESTS IIF NECESSARY, BY CONTACTING WILLIAMS EARTH SCIENCES r I w° RAILING SEE NOT TO SCALE = TO INSURE AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF tl V ARCHITECTURAL ESPECIALLY NEAR THE NORTH EAST CORNER FO THE RESIDENCE. DRAWINGS ,ANTICIPATED SETTLEMENTS MUST ALSO BE WITHIN TOLERABLE LIMITS. tu t x 2x6 WOOD WALL W/ 2X6 li III I BLOCKING PANEL JOINTS STRUD-I-FLOOR o u " 5/S' UNDERLAYMENT OVER i �, TEMPORARY BRACING: R5P4 STUD PLATE TSB 3/4' T4G PLYWD FLOOR :SNEATI-IING 2xb WOOD STUDS 16 c/c z II WITH 2X6 WOOD BLOCKING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS EVERY OTHER STUD. TYPICAL. @ SHEATHING JOINTS SEE DETAIL '5/5-2' I I REQUIRED DURING CONSTIRUCTI,ON TO KEEP EXISTING STRUCTURE SAFE AND ,...... .,777777777, PLUMB UNTIL THE ENTIRE STRUCTUIRE 15 IN PLACE. BRACING SHOWN ON DRAWINGS IS FOR THE COMI=LETED STRUCTURIE ONLY. -I, CONTRACTOR SHALL VERIFY THAT ALL EXISTING DIMENSIONS AND CONDITIONS OF THE SITE THAT ARE fy- WALL SHEATHING. SEE SHEET 5-3 AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. o GIRDER TRUSS A BEYOND FOR PANEL THICKNESS AND NAIL fli PREENGINEERED WOOD OPEN WEB SIZE SPACING. TYPICAL. g_ ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING �J FLOOR TRUSSE "B" Q 24" c/c. TYP. EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT` PURCHASED BEFORE PROCEDING WITH STRUCTURAL GIRDER D TRUSS WORK. RATED TOP FLANGE CUT ROOF SHEATHING 4 INSTALL �" TRUSS HANGER STUCCO OVER TWO tl� 'MTS24C" 12 �� LAYERS OF 30# FELT fL THE END OF EACH 2-2X8 CONT. WOOD TOP PS E3EDARWCx EL 3r-4' MATCH o FLOOR TRUSS EXISTING LEDGE W/ 1/z ° LAG CUT ROOF SHEATHING 4 INSTALL 'R5P4' STUD PLATE TIE EVERY m BOLTS INTO GIRDER 'MT524C' @ THE END OF EACH OTHER STUD. SEE N WEMEMEBRS AND DETAIL B (3)2xI2 W/ 2-/2' PLYWD, ioQ� FLOOR TRUSS 16d NAILS 0 V c/c T 4 B z ° Q� p �G� INTO BOTTOM�cHORD o r � STACCE :ED 12 C/C LY 15/32' APA SHEATHING ON 3-2x 6 EA.51DE OF WALL OPENINGS NOTA PP OF THE EASTERN STUD WALL.BOTH -\0o CUT 4X6 WOOD PLATE W/ I1/2 u 0 LARGER THAN 4'-o' 4 2-2x6 EOR 5MALLER WALL OPENINGS. "TA213" ADJUSTABLE LAG BOLTS OR DOWELS, MIN. 4', u TRUSS HANGER_ INTO WOOD BEAM BELOW 24' 2x6 WOOD STUDS m 16' c/c. 2x6 WOOD 5TUD5 1w 16' GIC. ° � CUT EXISTING 2X6 SLOPED 2x6 BLOCKING TYP. _ o SHEATHING JOINTS ° ROOF RAFTERS 2x6 BLOCKING TYPICAL EXISTINiG WOOD BEAMS WALL OIPENING TO REM1AIN INTACTtu / \ 2- 2x6 CRIPPLES ° 2x 6 P.T. CONT. WOOD PLATE W/ TYPICAL.. 1/2'0 x 5' LONG LAG BOLTS HAVING N m 241 c/c�INTO FLOORWTRUSSRTOP CHORDS z EXISTING STUD WALLS TO REMAIN INTACT x1V THICK r TOP OF 3RD. FLOOR TRUSS ELEV.-21'-1' JOB NO. 1050 z 'RSP4' STUD PLATE TIE7 Z HTT22' 'RSP4' STUD PLATE TIE DRAWN: NZ USE MIN DBLE 2X8 FASCIA W/ 2-`L-10" REINFORCING ANGLES EVERY OTHER STUD, TIE SEE THIRD EVERY OTHER STUD. AT EACH END TO RECEIVE LOW ENDS OF CUT ROOF RAFTERS SEE DET, '5/5-2'. FLOOR PLAN ON 3 - 2x 6 CONT. WD STI EA. SEE DET. 'A/5-2'. HEFT ' OR SIDE OF WALL OPNG. TYPICAL. ION DATE: 9/10/2001 2 LlSECT ON rSHEATH I LIN' G AT7ACH EN �� SCALE- NOTEr-) NOT TO SCALE NO. 0 NOT TO SCALE