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Main Street 199 . �GY�'rrklrNT M9x5 LUIL,LIAM A • F3y4TT. ALL IQkSM6 Ftl 5ERVEU. TNEZE F'L.AIIS AYE hOT TO L3E REF'kOOLCEn WTIJOUT THE EX RE$$U,.AITTEN PEQ'll',51C:14<;#: THE OE64'NER Tr4E6E PLAN6 RF- PREe,ENT A 6UIL DEk5 F,ET ANG ^<) N!JT ATTEMPT Tp ApG.fQEge ALS .A-5F'ECT3 OF THE CE$at 4 AND CCt46TRJCT<,J Cfz Ta1!~ MIL.DINu THE 1ZC447R.-C:TCR 3.4.ALL- F9C R5- 9PONSI(gl_E -ro E143UF.w 7MAT ALL r2TATE ANt_7 t.C1--AL. C=',.--UES Aft r•IE7, REvlea1Qr1'5 30 -0'' J I I U 1101�0 4 c. '- L --'--- -..-....-..._-_..-..__ ._....._-- ---- ___ _ ___ ._._ -____ -__.__..--------_Zr_. _______--_-____.-_______________.-----__�.___ .- _ _..X___� �. ' . __.-._-�__._-�_� 12,S"__.__.�_....�.-..- - -_�.__ � -- -----..__._Y._-.!o' _-' ,---- i___ __ ___ _ _ _ �_ 304 65H 303 _ __-\_._. ._. • �_ 1, ---- - __ __ - -.--------9- -T'-- \� j; _ (( r' HATS f� l! I164JJ1N THIf2C> g7fET \\ I 1 �/ r- II y r �-t II JACKSOWILLE BEACH,F!. N250 I ! i E) u1 q -_.__..._._._ I m'� I! 944.2416150 F $04.241.6151 ( �� { i r I In II `6 I ::;\ l / II `a'T!aRAGE C) I ---- DROiw aLAS LWtTH , __--------.----.--- --- ) II r - Z 'S'g CONT, - - _ I ! d� U f"> I `;:F.� r•~- - I( L I I lI mAePTER BEDROOM f' ] - ----_ ,y, . ( ���� fl ' - - - J 11 `.z," f ti - � �Ilj I I _t----- �F. _--10 ' . ` is i ----\.,\ r/ tiL1 I DCAXN . 2 4* " ', P,ATHI 4m - c, I I _._� __•__ I. �- CLOSET r • ` xr� ?� ,'l�6 f�!� (�if' L_... ��..FJ h�YJV� lr�'•:' r 281&5__ � I x / F t ( F'-------"'- _..... 4 1 CLOSET . I7866 - .. . Dle+'N+R tr�MJ* ") �... ,` _ �_ „ \ I . I I11. . . . ) IT . \ . : . , I . . 4" CONCRETE! e?LAS WIT1,4 6" X 6" 10/10 Ulllt'1 ON MIN. , I � � �i () 6 MIL POLY v,/APOR E3ARRIER OVEfZ LUELL COMPACTEC7 It I� yM1 M . ( CLEAN FILL TERMITE P4OJSON 'CREATED ' II. 7 . , , ( I `a I it) . _ ,. . - . . . . . 1 I .1 T Been ar17 `� . • . [ m 1 - r', . 1 . 1. rmwdu i , I , „ _ - . ., . Y. ,. .. .. - 1. . .. 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I�.I w r f t 1 , �I _ 1t 1 W 1. CAI�FIL. . .. - . 1. D . . r f . . , � _ )< T. . . ' r 9. . - . 1. . . p ,5 , . . . a u �� r . . . n g d ' 111. . . 1. ion► . - - . . b I - . • . . 1. .. . 1 . . , . . . I . , - "..' . ' ' . . ' . 1 �4 . . 1 . , . . . . - . . 1 . - . .. . . . 1 , . . . . . '-' '�' " . . - _. .' - .. J . r .. .. .' .. '. '; .. .. .. ., a .., .. ': ..� ... ,' � .' r 71 ... _ 1. .. .. :' % .. is r.. .. >' - . _ .: a .r COPYR1GH7,FJ%,IMLLIAM A. BYATT,ALL RK+NT$RESERvED- THE$�PLANA AfM NOT TO flag REPROGUG>"0 aATHpuT TNI EXF"66 UPJTTEN PERMI$8104 OF THII*0`064NEPt THESE KAN$RE- SENT A WILOWQ$W AMD 170 NOT AT7M'WT TO A0VlWS$ALL ' A6MCT6 OF THE DESIGN ANO COTt57�ICilON OF TPE EUILONVG" THE CCMRAGTOR SHALL ME RE- WOPWOLE TO ENSURE THAT ALL 664T1E AND LOCAL CODES Aft REVISIONS Olt 0 RE 3-TAB 95HINGL.E;°.r / - --- ----. . .--�-`' 3-fAS 3+IINGL.Ev . le 1160 6DUTH 7141RD 5TREET JAGC5QNvILLF f3EACN,FL 31150 , °.�F34.241b150 FAX gQW241b'151 �O PEN-� dPEN - - - � _ •tM TRIM,.TYP.— _ ctJ _ n ci t-111 SIDING. - 4" TRIM, TYP T-111 91DiNG � x �" PT POST' ul 4.1x4" PTP03 • , 'A " Al LL � _.. L.1 �. . L1 � _ FIrIFL FIN FLL : Lt I ,, ,. - �11 TRIM TYP • LFzFT ELEVATION RI�F�T ELEVATION 1/4" a J"O.' 114" • I'-0" " yl al1L -111 31L71 r!G �_� �.. T-III 51DIrIG 71 TRIM, TYP, i FIN FL ' TRIM, T 7' o IL.. ..�. ._.. _ L. .l i � Flri FL� --• �.. �_......_. ,... -S"TRiM, TYrM- 1 I .....�. .L,. _4"TRIM, TYP I� 4" x 4" P. T" P05T�_�_�_e' DF2AuN BDT H � A 1/4" : 1'-e1 JOB No. CADFILE SHEET fl, 1_(i_ Ir 544E`T5 C�c� fl_ \Nc\ ��v rel C,:V"l FZ16HT. 1995,UllLLIAM ZYATT ALL RiGF4'ry Re&=_R,,to THESE PILANi 5 AWEr NOT 70 eC REPRYGUCED UATWCV' TWE a?k'F 89 1JR17TEN rErtl1S51C*4 CJP THE OE34'�NER THESE ftAN5 rte' PIM5ENT A eiJILDEk25 5ET -v ID L•>O µ/•QT ATTEmp'r TO 41.)GF(E93 ALL A,5FECT9 CF T1i CE34{aN ANC' CGflf5Yp lJCTiCN OF TWE 0ulLDIr4 THE CONTreACV,'A 5HALt. ME rcE- 8PCNf$iBLE TO ENjU TN.A7 .ALL $TATE ANO LOCAL CCOE7 ARE MET. �`✓iStC"'T�15 I ffUlu 1160 eCUTH 7HIRaD 5rfREE7 JAr_K5C lvLLE 5EACH,FL 32250 904241.6150 FV W M2416151 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - qf) LEGEN - I I � I PAD � II _ .r � - II }_. STORAGE 8 DUPLEX I I `L, I/ Fa" OvEF�I-•���NCs � I! � _ �� � f r II MASTER BEDF20 M l) GRC.XND FAULT DUPLEX i `� I (/ter G F► Jt_L SWIT-C `'. (_,) WATERPROOF DUPLEX SLOPE SLOPS -7�7 I 220 VOLTAGE DUPLEX. 1 �_ f c�� �:� OUTSIDE FLOOD LIGHT ! w . _ - I ! CLOSET rJ .•i_ CEILING MOUNT LIGHT FIXTURE F•T, l �� I Al I _ �- - T" WALL MOUNT LIGHT FIXTURE 2 x 4 FLUCJR LIGHT FIXTURE f f CLOSET �. TELEPHONE JACK rT H LIGHT 9W G 3 $WITCH � PC?LE LIGHT GROUND FAULT LIGHT SWITCH cv I in I BEDROOM 3 D13CONNiwGT f -� U LLI EXHAU°57 FAN ILI x x - f v 1,-A°'OVERHANCs I f Q • KI TCHE � DINING'RDOhM' f L I NG ROOM -- - - - - - - - - -- 4O�Sw r SLOPE CA m „ C f� N • x • - .... 77 ) X6 o. (� D WN BDT - ELECTRICAL FLAN H - . 1 t/4r, r.0R DATE NO 95` '35S SWEET ol� $!-IEtET3 al• COF,.¢G+T. X91.WILL IAM A. e l AT T ALL RIGr41,3 IEEgE .'E[7 THESE 1'LAN15 ARf NOT TO BE RE II_ 6CE ) MT4400 fwE EXPfTEM-IWIT7EN F°E!Blt,,510N C-F THE CE6*NER. 1NIw3E PLAH5 RE, P*FSENT A MILDEP-5 SET ry0 NOT GrTEMFwT TO.AODPES0 dLL A_F'FC.`T3 CF THE C,E54.'N ,ANb C0T15TttJCTI0N Cf THE 5OLDIN6 THE CCTlTFLACTCjR SFLALL BE RE- 9PG'F151BL.E TO EWCRE THAT ALL. $TATE ANO Le_�._-AL Cr_0EJ b ADS tlE T. REY151Of 5 1160 6NTH THIRD 5TREET JACK"OLLE BEACH,FL 322'FO W4 41615'0 FAX 9 424"Ib151 �rO� EACH TRJ55 HURRICANE CLIPPED EACH END WITH: A2 - 2 WCPL BI - I HCPL B2 - I HCPL. GAeLE5 - I HCPL. A 48" O.C. --'� FRE - EN(::. TfRUSSE& /►i7" 056 (MIN)NAILED 2 4 " 0.0. 6" O.C. W/8d NAILS PRE-EW.3. e 4" D.C. WITHIN 48" AT TRUSSES GABLE END5-----•—____ Is 24" O.C. 3-TAE SHINGLES OVER t5•FELT R-30 INSULATION I x 2 DRIP—­­ DaL 2 X 4 SYP TOP ATE i RER " ac, x 6 FASCIA �� 112° G.W.B. 1 x 4 2 x 44 STUPIb, U.C,) SERICO TPP4 EYERY'OTHER.STUD Fd=fl BAT�TS 1 B.W/ 6 SCI Nt111.5 MIN 'T-111DMG NAILED /• .NAI S'.OV W f3c1 L EIS ,. ,.. . . - TYVEK HC(JSE WRAt� BAT H". J E P.T. 2 x 4 $HOE W/1/2 x 10u. A.6. 10 24" O.C. WITH 2x2Xt/S" WASHER 4 2 0P P81 GONG 3L B TO BE.WITHIN 6" OF UJU.M ON WALL. ENDS.! EACH.$IDE: T 1 V . CLEANCC)MI�*ACT TERhfI'1+E' � OF•OPENINGa TREATED FILL' . '4.: 1 • 9 ti M •' . 4. 1) 5 CONT � A I- •:'6"MIL PO '1" BAf^cR1Eft ,. X , f / F MIN. T ON E6 / / 4 36 1� Uld+l MESH ti ti \ 1 - G�1 T���1ITE TREATED 1�L � � • CONT. .Z, 05's CONT. CR -FtCA " WAL � ,&E:,G­ T [ 0N =,13 . T I ON , 75 3 I �Z , .� 1 1/2 " = 1' 0' - , , , , - - N !DRAWN e,DT H • - .. , AT 9-I -I E3 NO, 95.9535 CADFILE 6WEET OF SHEETS r 1 O i i BALLOON FRAME GABLE END WALLS BLOCKING ® 8'--0" (TYP•) I LOCATE HOLD DOWN END OF SHEAR PANEL E-, HOLDDOWNS s s j AT CORNER 2 z (TYP.) o Q w - � 3.5Xo.o46 L „ TYPE — -- _ w I � .v Clay J�pir4e o�cir w O =774 CONNECTOR SCHEDULE 2 CONDITION UPLIFT CONNECTOR RATING �� TRUSSES^ 218-LBS- WSIMPSON-S/H2 .5rOR EQUALr -415-LBS � 2 @ TOP PLATE _____________________________..w_________ Material Requirements 0 �,; Z w STUDS @ 68 LBS SIMPSON MAS OR EQUAL 845 LBS 1 . All studs, track, members and accessories shall be made of the o BOTTOM PLATE (EXCEPT @ HOLDDOWNS) typ6, size and gauge as shown on the drawings . Studs, track, -- _ .,.. --------`-w_ br;:,cing and bridging shall be fabricated per ASTM C-955 . HOLDDOWNS, 2, 940 LBS SIMPSON S/MTT14 OR EQUAL 4, 620 LBS 6 PER PLAN (MAX: ) "2x5" Studs : 5 1/2"x18 GA. Galvanized Type "C" studs . ..r -___---_--_---__ -------------------------- „•,. , „ „ z -- 2 ------------- ----- ----- 2.',,. 4 Studs: 3 1/2 x20 GA. Galvanized Type C studs . — ANCHOR BOLTS 2, 940 .BS 1/2" ANCHOR BOLT 4, 800 LBS N7n-Bearing Walls : 3 1/2" Galvanized Drywall studs . o @ HOLDDOWNS (MAX, ) w/ 1 1/8x3/16" WASHER Trtc;k: 3 1/2" or 5-1/2" Galvanized, ,matching stun: gau4b. _ ------------------•-__.__--•-_----------_----.�----__-�----------------- M _ — — — — — — POST ANCHORS 713 LBS SIMPSON ABE44 (STAND-OFF) 1, 365 LBS 2 . AJ_ structural members .18 ga. and lighter shall be formed from s @ POST BASE OR PB44 (POST BASE) OR EQUAL corroBion-resistant steel which meets the requirements of ASTM w ---------------------._____-_-----------_-__________________-_ A446, Grade C (40 ksi) . A11 structural members 16 ga. and heavier � — HEADERS TO POST shall be formed from corrosion-resistant steel which meets the 5 ' HEADER 570 LBS SIMPSON ECC44 1, 220 LBS requirements of ASTM A446, Grade D (50 ksi) . 15 ' HEADER +43 LBS SIMPSON HU26 490 LBS 3 . All fasteners fastening structural light gauge members shall be 6 minimum #8-18, unless otherwise noted on the plans . Length of the 2 -- — - - — MAS ANCHORS OR HOLDDOWNS screws shall be minimum 3/8" longer than the combined metal REQUIRED EACH SIDE OF OPENINGS thicknesses . - I MID.) 4 . Pre-fabricated trusses shall be constructed of structural members � — — — _ — and fasteners conforming to the above requirements, and shall be Cn engineered for the specific loads and conditions of this job. Design calculations shall be kept on file. 5 . Temporary bracing shall be provided until erection is complete. W 2 2 Other Requirements i 1 . Foundation and anchorage shall be as shown an the foundation plan. — The sketch on the framing plan is for reference only in placing anchors . Contact Crown Building Systems before placing concrete so as to verify alignment, spacing and placement of anchors . Minimum i concrete strength is 2500 psi. CD CD _ LEGEND: •6 7 12 o HOLD DOWN -- SIMPSON MTS •••-- 7 (2 PLCS) ® SHEARWALL DIAG• BRACED PANELS - SEE F•2, SHT. 3 LL LOAD-BEARING WALL - 0.0320 X 3-1/2" " C "-TYPE STUDS, 24" O.C. NON-LOAD BEARING WALL - 0.0180 X 3-1/2" " C "- TYPE STUDS,24" O.C. SHEATHED W/ G.D.W. BOTH SIDES qp 12 C 2 cC4 SEE CONNECTOR SSCHEDULE Applicable Standards ...di 1 . ASTM A446, Standard specification for steel sheet, zinc coated LL. SHEATHING/FASTENER SCHEDULE (galvanized) by the Hot-Dip process, structural (physical) quality. ROOFING:---� 7/16" OSB_w_ #8-1$ -��-� 2 . ASTM C954, Steel drill screws for the application of gypsum drywall >0 0 4 O.C. AT PANEL EDGES to steel studs . � 0 12" O.C. IN FIELD --------______---w_.------_�------- ---------- � _ 3 . ASTM C955, Load bearing (transverse and axial) steel studs, runners FRAMING PLAN _ EXTERIOR: 5/16" HARDI-PANEL #8-18 HDxO . 375HD, 1~1/4" LG. y wall base. (track) and bracing for screw application of gypsum board and metal �u SCALE: 4 .,..,. ..s1 4" O.C. AT PANEL EDGES � h srww�mu"n rR. / — V-0" 611_ . OC_ IN FIELD ____tiw______-______________________ ___ 4 . American Iron and Steel Institute (AISI ) "Specification for the y. -------------_---___-- INTERIOR: 1/2" G.W.B. #8_18 Design of Cold-Formed Steel Structural Members" , 1986 Edition with 1989 Addendum. 7 " O.C. AT PANEL EDGES - _- - 7" O.C. IN FIELD 5 . Standard Southern Building Code, 1991 Edition. Design Loads : Wind Velocity: 100 mph cz VY, Roof Live Load: 20 psf v Roof Dead Load: 10 psf ( @ Top Chord) �• �. ��; L% Roof Dead Load: 7 psf ( @ Bot Chord) cr' , ..;�. (0 �1•q'.. lam. •r_R 0 k I SHEATHING (2) #8 SCREWS SCREWS AS REQ'D. AS REQ'D. { 0 s + y ul STUD TRACK 3--1/2" X 18 GA RAFTER MUDSILL ANCHOR - SHAPE; ALIGN AT EACH STUD WITH STUDS BELOW SIMPSON MAS OR PRE-APPROVED EQUAL SIMPSON S/H1 (MAY BE OMMTTED RAFTER CUP OR EQUAL 3 1/Z" X 18 GA �3�-110 TO RAFTERCC 70P TRACK TOP TRACK WHERE HOLDDOWNS yTRA K OR DIS7RIBlITION OR DISTRIBUTION2 - 1070 PLATE (2)-�9SCREW O 1 - 10 TO STUD SCREWS MEMBER SECTION OF STUD MEMBER SECTION OF STUD EACH FLANGE BELOW 1'-e (TYP.) SEE E.13 FOR ALTERNATE SEE E.13 FOR ALTERNATE ,.;+. CONDITIONS CONNECTIONS • SLAB ON GRADE :.'.r MULTIPLE MEMBERS + MULTIPLE MEMBERS + I SCREWS AS REQ'D. '.• , AS REQ'D. A7 JAMB AS REQ'D. AT JAMB I MULTIPLE MEMBERS FULL HEIGHT STUDS 1 AS REQ'D. AT HEAD FROM FLOOR TO ROOF CENTER STUDS BELOW I TRACKOASLREQUIRED FOR ROOF PEAK HEAD CONNECTION AND y 'F JAMB STRENGTH H y y EXTEND CLOSURE TRACK AS REQUIRED FOR HEAD a 10 AND JAMB STRENGTH H HEAD TRACK I H NOTES: HEAD TRACK H 1. PROVIDE BRIDGING PER F.8 2. PROVIDE CONTINUOUS BRIDGING NOTE: DETAIL MAY BE BETWEEN RAFTERS AT WALL PER F.8 APPLICABLE TO LARGER OPENINGS IN INTERIOR PARTITIONS o BASE OF WALL AT SLAB ON GRADE B 1 CANTILEVERED GABLE END 2 NON—AXIAL LOAD BEARING JAMB & HEAD E 4 NON—AXIAL LOAD BEARING JAMB & HEAD E 5 <4'-0 1 .2m OPENING WIDTH >4'-0 1.2m OPENING WIDTH w Ocn J U X Q W Lli O SCREWS AS REWD. SCREWS AS REQ'D. MULTIPLE MEMBERS MULTIPLE MEMBERS AS REQ'D. AT JAMB AS REQ'D. A7 JAMB TOP TRACK SECTION OF TRACK SECTION OF TRACK rn SEE E.12 FOR ALTERNATE TOP TRACK ti SEE E.12 FOR ALTERNATE t x CONNECTIONS + CONNECTIONS SECTION OF STUD SECTION OF STUD SEE E.13 FOR ALTERNATE SEE EA 3 FOR ALTERNATE N ` I CONNECTIONS MULTIPLE MEMBERS CONNECTIONS o i AS REWD. AT SILL HEADER BEAM + HEADER BEAM y 4 d AS REQ'D. AS REQ'D. *� EXTEND CLOSURE TRACK SCREWS + EXTEND CLOSURE SILL TRACK m PER SCHEDULE PER SCHEDULE I ONN_�CTIONANDRJ1v 8 AS REQUIRED FOR SILL AS REQ'D. CONNECTION AND JAMB STRNG7H y y STRENGTFI x SECTION OF STUD + SECTION OF STUD x + x SEE E.13 FOR ALTERNATE SEE E.13 FOR ALTERNATE a CONNECTIONS CONNECTIONS I SILL TRACK I SILL TRACK J �� Q CRIPPLE STUD CRIPPLE STUD EXTEND CLOSURE TRACK EXPEND CLOSURE TRACK II ANDJAMBESTR STRED FOR NGTH AS REQUIRED FOR HEAD I > CONNECTION AND JAMB m r HEAD TRACKSTRENGTH HEAD TRACK y y FASTENERS AS REQ'D. FASTENERS AS REQ'D. y ' MULTIPLE MEMBERS MULTIPLE MEMBERS O EACH SIDE OF JAMBx O EACH SIDE OF JAMB V> AS REQ'D, AT JAMB ' AS REQ'D. AT JAMB x x BOTTOM TRACK x x BOTTOM TRACK MULTIPLE MEMBERS AS REWD. AT HEAD N I AXIAL LOAD BEARING JAMB & HEAD AXIAL LOAD BEARING JAMB & HEAD JAMB & SILL JAMB & SILL V) <4'-0 1 .2m OPENING WIDTH E'6 [A)—0"(1.2m) OPENING WIDTH E'� <4'-0"(1 .2m) OPENING WIDTHE'g] >4'4'(1E'9 .2m) OPENING WIDTHT@ w J Q HEADER SCHIEDULE w CONDITION OPENING* HEADER IMEMBERS BELOW REMARK Q W OPENING VAR. (2 ) 6x1 15/8"x18 GA. E . 6 CD (2 ) 18 GIA TRACKS @ HEAD Z 4 ' OPENING 4 ' -0" (2 ) 6x1 15/8"x18 GA. E . 7 (2 ) 18 GIA TRACKS @ HEAD 6 ' S .G.D. 6 ' -0" (2 ) 6x1 15/811x18 GA. E . 7 (2 ) 18 GIA TRACKS @ HEAD 5 ' BEAMS 5 ' -0" (2 ) 6x1 15/8"x18 GA. E . 12 CID AT ENTRANCE BOX W/ TIRACK TOP & BOTTOM 04 M� 15 ' BEAM 15 '-0" (2 ) 6x1 15/8"x1.8 GA. E . 12 AT ENTRANCE BOX W/ TIRACK TOP & BOTTOM ^� ILL * — VERIFY OPENING DIMENSIONS BEFORE FAIBRICATION AND ERECTION. m —' > � x C N rr� "r� �• � r}'� Mcg 's i v i CUP ANGLE OR SECTION OF TRACK i SECTION OF STUDt CUT TRACK FLANGE AS 'D. 0 + AND BEND TO ALLOW DOR JAMB STIFFEN TRACK — MIN. 1 T LONG I I CONNECTION 0SET PUTS TRACK MbLDpOWNS m EITHER 4 EACH SIDE JAMB SIDE OF DOOR JAMBS (TYP.) SIMPSON SUPPORT LIRAP LATERAL STABILITY STRAP— S/MTT 14 OR MEMBER SUPPORT OR NOTCHED ANGLE AS PRE—APPROVED EQUAL TRACK MEMBER REQ'D. BY DESIGN (EACH SIDE) HEADER BEAM MULTIPLE MEMBERS r AS REQ'D, AT ENDS ..;A• '" FLOOR SLAB BEAM MAY ALSO BE BEND PORTION CUT TRACK AND BEND SCREW STRAP . a TOE TO TOE MEMBERS OF WEB DOWN TO ALLOW EXTENSION OF i TO EACH STUD .; pFASTEN TO FLANGES FOR CONNECTION B TRACK aFOR E FLANGESJAMBLLOWNSION OF EBSTRUCTURAL ANGLE CONNECTION WEB STIFFENERSUPPORTrAS REQUIREDBER (EA. SIDE) AND ANCHOR BOLTSAS REQ'D. BOTTOM TRACKPORT AS REQUIRED TO BER TRANSFER LOADSHMULTIPLE MEMBERS 10SCREWS FOR BEARING SUPPORT BEM CUP ANGLE NO LESS AS REQ'D' INSTALL 16 #8-18 SCREWS sn�D DaJTH s THAN Nps; (2 ) ROWS OF 8 @ 1/2" 0.C. STRAP FORCES MAY REQUIRE TRACK TRACK ADDITIO RA KONAL R STRUCTURAL. ANGLE STIFFENING OF E BOTTOM O JAMB DOOR JAMB BASE AT SLAB ON GRADE ALTERNATE HEADER BEAM CONNECTIONS Q L`' E.11 1 w NOTE: INVERT DETAILS F 2 DIAGONAL STABILITY BRACING ANCHORAGE AT BASE O Lli > FOR HEAD CONDITIONS ALTERNATE SILL & HEAD TRACK CONNECTIONS 1 ^ I U x Q LLL Lli Lo SOLID BLOCKING OR T'7 FET BETWEEN FIRST de N LAST (2) SPACES. \ iii REPEAT AS REQUIRED 0 d 0 STUD OR CUP ANGLES SCREWS AS REQ'D. AS REQ'D. FOR STUD CONNECTION • SCREWS I AS REQ'D. FUT STRAP, II NO"TRIED CHANNEL X-BRIDGING OR T71, Y PROPRIETARY BRIDGING: ATTACH TO EACH JOIST Z V TRANSFER BRIDGING STABILITY FORCES NSYSTEM TO ERAL SCREWS AS REQ'D. ANCHOR BRIDGING (EACH SIDE) JOISTS OR RAFTERS TO SOLID BLOCKING NOTE: CORNER FRAMING IF SHEATHING Rs, ISNOT INSTALLED ITOP & BOTTOM TRACK SPLICE 1 O WALL INTERSECTION FRAMING F.11 REQ'D. ON BOTH FLANGES. F.9 I JOIST AND RAFTER BRIDGING F.6 w Q W C� CD Q LL 0, ra U. w hidv CL n � Cb '. 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'1 11,1114' t,!Y aIF'O ;S T0 ,:t1 AT'.'ENTION 3EFORE E j �'• 1 i; IUM-701 iw,' EI:? ;N .,� I :�I:W 1::, ro CC R.1?:'i' TIS: DRAWINGS. ,, 1 1 J :R�i OF D�FiE CT i P- (i}' T} IS M.iI"t IN OLE OF IN: .t ,� ' :5 PROliIi3I:L0 ; .'.11-VJ! i 71;TTI:1' �ftC�;19 OF SHEETS #. ly'IlailI61Ullil'M7fIlt'c als"irltill I1&111l[ :c REVISIONS BY y \� PRE-ENG WD TRUSSES _ FIBERGLASS SHINGLES OVER 1(// FELT FIBERGLASS SHINGLES OVERK# FELTI ASS SHINGLES OVER # FELT OVER 'Yq:' I'i,YDOARD DECKING — OVER 2)q " PLYBOARD DECKING — oV \PLYBOARD DECKING _ OVER PRI;-ENC, TRUSSES @ 24 O.C. OVER PRE-ENG. TRUSSES Q 24" O.C. OVE. . ,RE ENG. TRUSSES Q 24" O.C. nntl r) 11 r 2x4 BLOCKING 2x4 BLOCKING — 2x4_BL hNG HURRICANE CLIPS Q LA. TRUSS HURRICANE CLIPS @ EA. TRUSS • HURRICANE P Q EA. TRUSS � • GALV. MTL. DRIP OVER P.T. '1xb GALV, MTL. DRIP OVER P.T. 2x8 / -- GALV. MTL. DR YE P.T. x R- �jo IiAlr INSULATION FURII. STIIIY OVLH P.T. 1x� FASCIAS FU RR. STRIP OVER P.T. I FASCIA BURR. STRIP OVE ; '..T. x FASCIA PLYWOOD SOFFIT Y!/SCREEN VENT �j�p" PLYWOOD SOFFIT W/SCREEN VENT PLYWOOD SOFFIT ' %kREENVENT (2) 2x4TOP PLATE 1x FRIL'ZLDOARD x't FRIEZEBOARD Jo 1 fZ' DRY'WALL x FRIEZEBOARD •., \ (2) 2xq TOP PLATE (2) 2x4 TOP PLATE P.T. 2x8 SILL t! R- '�,o LTi' INSULATION R- �D f7,AIT INSULATION ANCHOR BOLTS Q 72" O.0 ]kDRYWALL 11Z' DRYWALL 8"x8"x16" LINTEL BLK. FILLED W/CONC. & 2#4 2x I STUDS @ 16" o.c. PRo OC•I,J l" SIDING OVER "1"} �01'I' ROD CONT. VAPOR BARRIER OVER 2x-1 STUDS ��fC VENEER OVER METAL LATS ` rJ l(P " O.C. y2'' Gr�Ic -`twd. OVER -MO(f ftj VAPOR BARRIER OVER , •Z ��eR' OC1A�10N��N�• AT CORNERS 2x a STUDS @ I(o " O.C. w) B" CMU WALL W/2#5 ROD CN $ 112''GDX RIV.AT CORNERS FILLED CELL @ EA. CORrr.,R OC�NwNvy,pS Q EA. SIDE OF OPENINGS " R- 1( BATT. INSULATION R- tIBATT. INSULATION }" DRYWALL OVER P.T. 1x2 M OVER VAPOR BARRIER } O N `} N P.T. ?.x PLATE W/ t1ZANCROIi DOLTS P.T. 2x�PLATE `W/}" ANCHOR BOLTS , y 2x4 BOTT. PLATE q8" O.C. O.C. 9� t SLAB (SEE FOUNDATION PLAN) _ a =� 1// 5[i0U CONT. _ •' ° � �• a' °' . •• n. LAYAN5ION MATERIAL ` �•. �- ,�- • � _ 1{# '� ROD CONT. GRD. Boll OR PAD (SEE FOUND. • • z •� SLAB (SEE FOUNDATION PLAN) SLAB (SEE FOUNDATION PLAIT) PLAN) - — 6 < lk O G h GRADE GRADE •� ~ 13" C.M.U. — B" C.GI.0• TREATED AND COMPACTED FILL ` �.t_ VARIES � 0 TREATED AND COMPACTED FILL TREATED AND COMPACTED FILL • " � � ` r , , � � y s• w FOOTING (SLB FOUNDATION PLAN) FOOTING (SEE FOUNDATION PLAN)WI e a FOOTING (ScE FOUNDATION PLA:�� ti ` TYPICAL. INTERIOR �3 r_4 W TYPICAL WALL SECTION TYPICAL BRICK VENEER WALL SECTION TYPICAL -MASONRY WALL SECTION LOAD BEARING PARTITION •� q R- ( FOIL FACED INSULATION C �:TERIOR „ALL OF FIrR.-'.PLACE O — ONLY 1 - I 2x STUDS C 16" O.C. r.'/ FLYBOARD W *� PREFABRICATED FIREPLACE & FLUE _ FLOUR. FIXT. N FIBERGLA:;S :AINGLES OVER 4// FELT FIBERGLASSNSHINGLES OVER ,° FELT 2x4's OVER -JA" PLYBOAIU) DEiCKING — — OVER t' PLYBOARD DECKING — _ DRYWALL OVER PRL'-LNG. TRU.' `L3 @ 24" O.C. 'OVER PRE-ENC TRUSSES Q 24" O.C. — (2)2x6 CONT. 2x4 1sLOCP;ING — 2x4 BLOCK " — �: :, - HURRICANt; CLIPS �� LA. TRUSS HURRICANE CLIPS.@•EA. TRUSS HEARTH, RAISED OR FLUSH EGG GRATE & CRACIED ICE W / 4�. - (SEE .PLAN). INSIDE CORNER MCULD .w N .z . i, >•o .4wtnx . CALX. MTT.. DRIP OVER 1'.T. 'L'cJ GALV. MTL. DRIP.OVTR, P x TYPICAL FIREBOX SECTION (TOP VIEW) 1x2 ,, ��z0 FUNIi. NTMI o'rLR F.T. 1 :c1 FASCIA FU RR. STRIP OVER P: ,� x? FASCI FANCY CASE MOULDING OH v o a P cuiNz�Hao r <COO =A 3/C I',_;W00D SOF-FIT yr/;;Clitit:rl 'IL-NT " PLYWOOD SOFFIT W/S `r IT H H In w (x<} rt{i1;z1>3ontu� _ > > PRE-FAB. FLUE _ Ix In In W E+W z O 0 -C H x ' FRIEZEBOARD z " DRYWALL w a W a E z AlnHxc>;Ht:7 (2) 2r.-i rot I.,ATE (2) 2x TOP PLATE LUMINOUS SOFFIT DETAIL I' ~Wa~�aAz >xQ E+O W MANTEL & SUPPORTS � c�H H v�In ' (SEE SPECIFICATIONS) _ •ten cz H v� "Z :[� ULATION R- INSULATION In w m0=0 AHA OE-4 I . DESIGN LOAD Hnviatnrwz DRYWALL � A. UNIFORM SOIL BEARING CAPACITY OF 2, 000 PSF ~'o0W�C3H (2)2x12 HEADER (MIN. ) IS ASSUMED FOR THIS DESIGN.SHOULD IN I w" 00" • ; PLACE DENSITY TESTS NOT SUPPORT THE 2 000 PSF q` w'W H3 J-t. VENEER OVER GALV. ' PO :"U�11 ' O✓t : T11t.r as TU BRICK VENEER OVER METAL R OV _ REQUIREMENT , SUITABLE FILL SHALL BE PLACED c>x 3 H o::3 a VAPOR is'tl(li r_I OVi'a{ l.:e=Y:;TUUS OVER VAPOR BARRIER OVER \ METAL LATrg OVER �•" PLYBOARD w x000 (L 1�" .`.C. %i 't' Gr�X (�y�.,r.�. 2x STUDS @ O.C. R� • ' nye coRrl�::(s _ AT CORrrERS ` �• & COMPACTED IN UNIFORM LIFTS TO THE DEPTHS �- 1, � 3"x3.5"x� :" STEEL ANGLE QUIRED, AS PRESCRIBED BY A COMPETENT ENGINEERING w vi c�0.y w o w I LINTEL TESTING AUTHORITY. z H 0 a a FRA.,I{C. fix% t U01) i''LG01i TRUSS[11 ^I PRE-ENG. 4x2 WOOD FLOOR TRUSSES B. ROOF LIVE LOADS: 20 psf a n H 0o rn�A ip 21i" O.c• t!!j,"i' ''&G t'LYDOARD Q 24" O.C. W/3/4" T&G PLYBOARD GLUM' & I1.1Ia,i:[i c? 6" O.C. GLUED & r11AILED @ 6" o.c. C. FLOOR LIVE LOADS: 40. 'psf x H a H�a W H i D. WIND LOADS: 110 psf w HzaxHAm zoo HZ x H aOtnOL,.O i PRE-F AB FIREBOX 3 A Iz A z H o tz R- I( BAIT. [:v5ltLA:['[OI{ -- ---- R- BATT. INSULATION II.MATERIALS a H o H a. A. CONCRETE, ACI 318-83 FOR CONSTRUCTION & TEST- c z •"a In FIREBOX LINING FLUSH h/HEARTH , In o z w w O H ,� ING. FOUNDATION 3, 000 PSI @ 28 DAYS SLAB 2, 000 w a v o x H w [n O H F,(7 H PSI @ 28 DAYS xaxwcti.o a Wawtn z>zz+a B. STEEL EHWE+AOU¢a. �A`'` F_-ART. HT. VARIES DEPTH MIN. � REINFORCING STEEL= ASTMA-615 GRADE 60 WOVEN ------- ------- DRYWALL \ 20" (BRICK OR STONE) — ' WIRE MESH- ASTMA-615, STRUCTURAL STEEL CONNECI- + TIONS SHALL CONFORM TO ASTMA .307(perAISC BUILT-UP WOOD BASE i :.'r. ?x „ IL��._ w/ ;z;�`t;tloii BOLI: 1" ,� CURRENT EDITION) ' ANCHOR BOLTS TO BE H.D.GAL t > : I� P.T. 2x PLATE W/2 ANCHOR BOLTS `\5 C. WOOD ROOF TRUSSES DESIGNED BY MANUFACTURER O.C. A' _T— . d �T TO SUPPORT LIVE & DEAD LOADS. 11 1/,.� t, ion :or+ '. _._..�.___. _.._. _ _ • try ROD coNT. .o , D. FRAMING LUMBER, NFPA DESIGN SPECIFICATIONS j DRAWN SOUTHERN PINE #2, 19% MAX . MOISTURE CONTENT , ! 1200 51. 1` JA`k I SLAB (SEE FOUNDATION PLAN) W�Fb= p _a•�_�E�,ts :etxtt®� ` ��" E. PLYWOOD SHEATHING, AMERICAN PLYWOOD ASSOCIATION I_ :_HFCKFD I �41r' STANDARD 1/2 CDX (MIN. ) . r,R,ti.[ GRADE P `� F. CONCRETE MASONRY UNIT5(CMU' s) ASTM C-90 -MORTAR �! DATE U,. c.t•�.0 —_ __._ `_ - - _�_....... �1: t - 1 `� . TYPE 5 OR M. * III.MECHANICAL PLUMBING & ELECTRICA�t " SCALE 4 6 �� F1 A. EQUIPMENT INSTALLATION SHALL NOT DECREASE THE TREATED AND CO7dPACTED FILL STRENGTH NOR INTERFERE WITH THE SPACING OR F0G,T: 1(; ;"•I°L :;lil !:.'TI 1 !'l,nrO— — -- .411" • • �. `� a .°' / JOB NO. n - FOOTING (SEE FOUNDATION PLAN) —! • _ ••4 ! ; ORIENTATION OF STRUCTURAL ELEMENTS ✓'= ^/� �I'y ' •r \:,, tti\111:....... `, ' }'♦+'., I_ �IST V IV.DRAINAGE, EXTERIOR FINISHED GRADE OF STRUCTIJR'� ggOO/ ; . WILL SLOPE AWAY FROM FOOTINGS IN ALL DIRECT,,1( ••.•., .I.,?% . 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I I e°+ w•awu�s iw•ocw WKR Gl.r AT P}.ATl7MTYPICAL _ i •�O IWiUI., 3XD SYP JMSTS•ti•OL,TYr / Q `• ' ( CONNECTORS HEHEADERCONNECTORSREOUREO 4 1 I A A-) 2X6 Pe Gnm Wm HEADER STUDS FULENGI Hr♦• O .D LL I I WALL STUDS sis•r�»o.eoPe•tT ItrM DATT MILATM ' ___1 I I - •'' 27m SM PAMCAA bo rA6cAA nN Pwsc1A a ►rrAc tier 1 t l it CONNErTO �I 11 O REQUIRED (t 11 I I it tt It it !I !I It !I , I I} HEw �F II I II j II II t l !I tr i j j _ , fj 1 I i t r I 'Tn M4"tC14 1 : AI I�i a�1Cs M� PITGN.:_ RAFTER TO TOP PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS TO STUD CONNECTIONS m•SYP 02 ti•OG ._. _ . ..—.. ._... �O lMPIJM 6 - . yy I 8d NAILS • 4"o.c. SEE 307 4 4"o.e.1 � 4• oev K4jL5 \ t SEE 307.4 W 2'9A X O A MM O t T 2 Pea 01— IrJ'tXA X 10'ANGtlR tlOLTS At�•OG L_ r w1 -` 2wo Pl11 Raw GABLE END \ \ \ TRUSS /J// ��/% I/ 71D NLL NAILS BASED ON . . SHEAR WNL REWREMENTS NMLS WALL R QUIRdAEMS - \// t : � � ��\collo,l•ris: =HM TROtSFM. 245SMIL.Caff.HKm Z APPROVED CEILING DIAPHRAGM EITHER NO JOINTS IN A o 65,v m c,014m SEE 306.3 PLYWOOD SHEATHM JUN, 3 OR / USE SHEAR TRANSFER r16- TRANSFER CEILING FRAMING ANCHORS FROM 1 EA AL AS IA71 NC. f DIAPHRAGM Cl?lIER 2. BLOCMIIG WALL TO GABLE • 20••o.c. B REQUIRED ON SHEATHING JOINT WITH 283 POUNDS CAPACITY y WOOD WALL AND ON WAIL BELOW BASED S/J2 ' t b I t \ 111/32 PLYWOOD ON GABLE FACE PLYWOOD ON CABLE FACE ON WALL BELOW BASED ON SHEARWALL REQUIRFIAENIS ON SHEARYWALL REQUUtEMENI'S __. - A ' \ GABLE, GAME ENOWALL, BALLOON FRAMING . ENDWALL, PLATFORM FRAMING ALENTEMETHOD . 1 MAP SHOWING TOPOGRAPHIC AND TREE LOCATION SURVEY OF LOT 49 AS SHOWN ON MAP OF OCEANWALK UNIT 3 AS RECORDED IN PLAT BOOK 42 PAGES 74,74A-7�C GF 7C RcCORDS OF DItVAL CO., FLA. 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