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Main Street 850 .. . .. ........ SINGLE FAMILY � E- SIDENCE LOT 3 BLOC < 150 A SECTION CAME LIA STREET 2L 50.00' 6"OAK d: x •6"OAK •7.5"OAK x 1014°OAK • " '�.25" AK INDEX OF DQA'WI 8 OAK � 14 OAK NGS 5"OA 0 10"OAK 4 COVE2 SHEET AND SITE PLAN A-1 FLOOD PLAN W _ _DRIVE � x��•' DESIGN DESCPIPTION a n _ — _ — _ A-2 1200E PLAN � I IN ACCORDANCE WITH REQUIREMENTS OF i i 1 A-3 ELECTOCAL PLAN 2001 FLORIDA BUILDING CODE CITY OF ATLANTIC BEACH ZONING ORDINANCES O I I I A-4 [=420NT AND 121GNT ELEVATION z ° I I I STORY ; I 0 WIND DESIGN PRESSURES PER CODE= a 0 , I i FRAME �- 7 A-5 QEAR AND LEFT ELEVATIONS I. UNIFORM LIVE LOADS O� — Ir FLOOR 60 PSF 7•-6• + 12ESIDEf 17'-b' + ROOF 20 PSF �� r � S-I FOUNDATION PLAN 2. WIND LOAD BASIC 120 MPH x11,• I tiD�' IMPORTANCE FACTOR 1.0 U7 x I x I x S--2 SNEAP WALLS LAYOUT MEAN ROOF HEIGHT 14'-6" " I I I + ROOF PITCH 6 IN 12 (22.5 DEGREES) W Il OA " I PD S-3 STQUCTU2AL NOTES AND DETAILS VELOCITY PRESSURE 30.1 PSF �- *FIN FL -+-21.�J IIl x 3.5"OA IMPERVIOUS SURFACES CALCULATIONS ' Q I. LOT AREA 5,100 SQ FT 2. PAVED AREA 3.75"OAK [6.1 I I BUILDING FOOTPRINT 1,535 SQ FT 7 " A •01130 DRIVEWAY AND WALK 470 SQ FT I 5 I K PATIO AND COND PAD 89 SQ FT 5,25"OAK •� I I TOTAL 2,094 SQ FT I x��'. 1x��. I x —Xi 3. AMOUNT OF LOT IMPERVIOUS 41% L. — — — — — — — — v4 a 011"OA AppRoVED �I aOF Ln NG OFFICE 4.CONC a a ° bQIVE ° o e + 7"BAY �� d4 d o44 6.25"OAK ----CL x x 5.5"OAK E lx d 50.00' M A IN STQEE T EST GPADE CROWN OF ROAD USE 0.00" LEGAL DESCRIPTION LOT 3 BLOCK 150 ATLANTIC BEACH SECTIOIN "H" JUNJ ;nrl� PLATT BOOK 18 PAGE 34 DUVAL COUNTY, FL City Of Atlantic Beach OR BL 06036 PG 0796 MAP PAINEL 554 4 i3l"ll-'ding and Zoning SITE PLAN SCALE 1/16" NORTH g � YhnL� At DATE: Q5-28-02 57 196 a91/2 12 21'81/2 521/2 3191/2 561/2 162 WINDOW 5CHEOUL m N) M M 1 E.-NO M c. .y u.. TOP OF WOt 1 6WI5 10- "GLA55 GLA55 W -2-070— MAK 50-TEWEREP- UR 7 13LOCK AT wa MARK 50-W -WITH MUNTINS — — _ — — — _I 54°AFF W04 1 '} O MARK 50-013ROREP-TEMPERED U � v I N as o J [ I KITCHEN - e. m O (Cciling 5bpcd from 9'to)07 R 0 I i I 1411 x 1)10 fla 0 v I I � I � 42"kncewall GARAGE 2'8 Ln I I (6 flat ocding) - - --- — — — — --- ..—. _ d) I I 227 x 1510 1. PLANT SELF •TOP OF LiVll G -I CL05ET 0 84'AFF 21'9 x 14'6 PLANT SHELF-TOP OF 2 ;9 tiv'Flat Ccli;n,3 CL05ET 0 84"AFF r• 4'11 1'9 3'6 `�4 28 } 22 145 i/2N Call) U 351/2 4'6 2'4 1/2 19 U2 851/2 2 258 I `r 1a'Flab 2r,F 9 ii I pQ Ccilin N I 4' 3'6 3 4 n �- --,. > N CL05ET iH N cv C ^( 'flat ceoN) 5'xH� YDp V1 =O L3EPR00M 5'x Tn / cry � , (Cathcdral Cclllr>!a) � � � 1 ! 175x117 _) l9 ` Q co BEDROOM V296 �eaxxa/ Go I I 'a (8'flat cclling) az MASTER 6DRM N N rrn x 1)'11 N (8'flat celUngj _1 I ', . .. --- - _ - 1511x12/ o 04 in to 4, N 1n P CH cy) (8' a11i ) MA5TER DATH N Ix4 LIVIIVC: F�:�t. (b'flat eoisrlg) ('P7 5'x9 � 0 02 o 2'61/2 a 21/2 2' 1110 710 111/2 51 406 271/2 9'8 5'8 16'4 PAG 55' FLOOR PLAN QUI L D HT _--- _ A*",i SCALE. 1/4" -- 1 FOOT �5� Mash S+• DATE: .. I 105--28-02� I r�---- ---- -- - �. -- - -- - - - -- - __ � - - - � � _ _ � � — _ _ _ � ` I TOP OF ! I ,' GLA55 BLOCK AT m 54"All - - - - -. _... _.__, - - - - - - - - - - - ___. - - - > ° () LIVING KITCHEN (Ceiling 5lopcd from 8'to 10) I g Q Q Ccili 5 from 10 U) I -i � 0 I II I GARAGE00 — — - - - - - 1 (8'flat telling) — — — — — — — — — — — — — — — — — -1' I PLAN-5HELF-TOP OF LIVING I I a CL05ET 0 81"AFF m �Q I � ¢ PLANT 5HELF-TOP OF I I I I I Flat Ceiling CLOSET 0 84 AFF I I KY I I ` ' 10'Flat I i CGlling 4 I ( aos�r — — — — — — — — — — — 13 flat ccding) (8'ceding) I BEDROOM �-}� I I I (Cathedral Ceiling) �J I I I � I I I o BEDROOM ,� I I (a'flat celloo) MASTER BDRM (6 flat ceding) YA 0 - - - - - -- - - - - - - - - - - - - -L *1 PORCH �II rte( I (6'ceiling) L2 MASTER BATH (8'flat cciling) LIVING AREA I I l � 11905af t _ _ — _ _ _ - - _ — — — _ _ _ � - - _ --- ..._ _. - - _. _.. — _ — _ -- - -. _`—i C� I � ._._. ____ — — — _.... _...__ — --- ROOD P[TCH [5 6:�2 �+ ALL INTERIOR PITCHES TO Q PSE MAXfMfZEP ►�—� - I ROOF PLAN PAGE BUILD 5ET SCALE: 1/4" = 1 FOOT A-,� gam► �(��n Sfi DATE: 05--28-02 c+1 I I m - I I o I I I KITCHEN 6 (Ceiling 54-ed from 8'to 10) q 11 QO0 0 M a a ,GARAGE ( —/ - - _ - - - - _/ wr � I (8'flat ceiling) LIVING // I d a o AO CLOsEr \\ (a flat reams) BEDROOM ` ` ` CE — �� 3 (Cathedral Ceiling) _ o BEDROOM cn 1 • (8'flat ceiling) a MA5TER 6DRM 1 (5'f[at ceiling) CE PORCH uo r6 (8'ceiling) MASTER MTH ry LIVING AREA (e'flat telling) 11905a ft 6 I� _ A M N l PAGE FIRST FLOOR ELECTRICAL BUILD SET SCALE: - A-3SCALE. 1/� -- 1 FOOT FKONT & RIGHT - -- -----__� DATE. ELEVATION 05-28-02 5GALE: 1/4" = 1 FOOT o0 U LZA Ll (n Q Lo� ° 00 M - �a ® ® E:l ►a J�U 1 1 . 1 1 . 11. 1 1 Li 1 . 1 11 1 1 '.. 1 1 . . . -I . L- . l I - a PAGE 13UILD SET A-4 BEAR & LEFT ELEVATIONS DATE: SCALE: 1/4" -- 1 FOOT 05-28-02 m IF m 00 - cn r as 8 pill I � I 0 �4 M o . PAGE 13UILP SET A � MQIA h- -- — - — 57 n41/2 2371/2 _.. ._.. ._.,. r— _... — — — . — _.._ — — — _,__ — — __.. , f Y 7- b' ��--r I �, Qw o Fi6ltrmol. � I � I � par etd.l, Te-(' ``I�►c Q1r.� C>r— �m:r s�r�c ;c f`d; 1 I GARAGE I (4 LOWER) I 363 eq ft IJ PORCH �' I� { I I I .• I ro a � I I LL. LOWER)_ _ _ 25 oq Ix 1 In wuF•..nYi.+w.'..d I I 5LAD AREA — Z�. 1569 5GI ft 10-4 518 12',31/2 4!6 1621/2 Imo-- 55' - ---- .�"='k."9C'( .^.1sI1-« .arra:YrsraY:xrur+a +.+vdr�r.w� rMa.rwrn�.•rn.nw^�r.. NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (LE. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC,) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. „-- -- - CAD FU.NnM — -IF NO DEEP SOIL_ BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL Lo 17- �✓ gL�. J5 b .� "`u ^,, t BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: E `,•� a. �f. THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE !" � ��I, ,� %DRAWNG NO. SOIL CONDITION 'REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW << FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE 08AWN 91A A�pnoatn ari I JG !�(j SHEET NO, OF 2080 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHERQv Z, THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED nAIM Q pF SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS sceLn As rypren "� ;�'.:�"•� ; f`T'��`Q�� _ .(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED - if PRIOR' TO COMMENCING WITH FOOTINGS WORK. F — __._ — — ..-.. ..._. _._. — — — — _._. .._. .._._ --- --- ....... — — — — ...— _— — . I f I �.... ._... ._... ._.... — .._.. ._.... ._..,, — — ._,... .._.. _.._. — — ---- — — — 14 •�� I � I g 1 4 (Ceiling Sloped from 8'to 10') ��•I ~ � (,g KITCHEN I 1 _ •--A7 f r ti 0 (Calling 5bped from&' t f ��Cl"� ` to 10') f I I I ° i GARAGE I f ..••I 1 I LIVING � PLANr SHELF-Tor'of f � I �- (v flat ceiling) f I �I l I I CLo5ET 0 84"AFF � I I f { I ) I PLANT SFIELF-Tor of 4 CLOSET 9D 64"AFF 10'Flat Ceiling f f I I-' f Coiling I CLO$ET 0 cellina) _ f DATH (8'flat Gelling) _...._ ` 13EPRoOM I (Ca thedrai cemng) o I •� f _ I MASTER S 0 DRM I / - I f I 0A" 13EPPOOM o (CATHEDRAL i (-► MA5`Ei2 BA-H CEILING) , f I (CATHEDRAL , �J 1 I iI1�11 ' ' I cL� —fx�ca PORCH --- �- •---- ._... _..__ V. .,._., _,,., ..._. __.__ �». ..... ._.... .w..... ..:_ — J ! l _ Gelling) (- cl TABLE FOR SHEAR WALLS FRAMING c h ` (GROUND FLOOR) I r� �31� SlCel-`l W,K If G(J�U,Y?�t�AkGs�� r THE SHEAR WALLS TABLE WAS ESTAEILISHEO ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE -� �, Ptd fa r seam CM �Oo"o� NOTED IN THE TABLE. dv SCE - F .� S h�e�, I * I A WOOD SHEATING TO STUDS NAILING SHAM BE 8d COMMON NAILS. $�C I 8) GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD For t5� goLt✓k ------- RESPECTIVELY. �.�__..____.._____�__.__._�,.-.�___..__.-___._.,...�. .•- I� 1 C) SOLE PLATE--CONCRETE uLAB ANCHORS S}IALL. 8E 1/00x 1Q" LONG "J-BOI..TS" (A307 STEEL) FOR EXTERIOR WALLS 1 I OR 1/2"o x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. RFQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR _ I �` r•�d i i I—ii I DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING CII I I II I y I 1 t 1 1 11 1 q " r " 60" O.C. Q 1 _ _ 7/16* 056 SINGLE 6 / 12 ~ti_NW Ca v,km&W-Top pF _ I I (BLOCKED) I p t ti ncdwraw�r I I II I 7/16" OS(,'- SINGLE 4" / 12" 60 O.C. ..... ........... I I (BLOCKED) L-I V` I i ADDITIONAL NOTES: v 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL '84 ON SHEET # 10 `' I t,u�.rr.�,, 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHAM r I TI I BE BOLTED PER DETAIL "E" ON SHEET #MA51 00 -/ (`^"'«VA 1 3) ROOF TRUSSES SHALL BE: STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET # STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. �_ 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS n -SIO Far tv. HAVE BEEN REDUCED BY 18% TO ACCOMODATE TNi; USE OF /�2 SPF GRADE OF LUMBER FOR •»•••-� �mrlG nhtA i I CDYY18� t�0��!nSC� cP► WALL CONSTRUCTION. ALSO THE ALLO`1lABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT �. � 56 MG A C'No. �t9b;clre 1 1 I CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF -- - - - FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED ABOVE - `�`` ..•• +7�1Y ,�� .` >> • � •••�� DRAWING 5) FOR LOCATIONS CLOUDED AS INDICATE LOCA ITONS WHERE WOOD POSTS SHALL BE STRAPPED DAMN ay. APPROVED 9Yr' •' �' AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET # 10 aaPxa a ar: LJG _ S +; S1:iEET N( � oArE; 4Z LDUI$: 6 f71 G) �.00FlTIONS CLOU9E.fl AS SN(+IL F6 s�Rr�ppc� pig � rp:E-rfi►L. "c„ a� :. = scaAS NOTED 10 of.. 4 5eaders 1.3 ROOF TRUSS roof per shoot// SCHEDULE DESIGN CRITERIA truss RECOMMENDED STUD SIZES AND S ACING WALL PLATE HEIG141 SPMIN(� 1 Live Lgad STOD SIZE 8'-D" YHRU W-10" 2x4 16, Roof.......................20 Vsq. Ft:.1 Floor..........................40 It/Sq. Ft. 101-0"YHRU 14,-Ou 24 6. W., p i794 20 go. 24" long 2. HLqcLLoadq Y 14'-1' THRU 161-6* 2x8 I Three Second GUst: Wind velocity Per 2001-FBC.........120 MP11 twis d stCap GENERAL STRUCTURAL NOTES: (Importance Factor) =1-0, Wind Exposure" Bit IS'4'7HRU 22'-0" 2x8 12 1) IT IS THE INTENT OF THE ENGINEER IHAT'THIS WORK BE IN CONFORMANCE WITH ALL 2x1O 1.2"- V� GCPi; (+)Or(-)0.18 ( EnCloged BUilding) . 0, R UIREMFNTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF THE PLATE HEIGHT REPF 1/2"0 GATOR BOLT C ERUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL 00 THEIR WORK IN CONFORMANCE !ESENTS TH�'.VERTICAL 3. COmponents & Cladding Design pressures: PER SWEET # WITH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF THE'STUD, Roof (;Lnywhere)- 50-1 Psf(Suction), 23.7 Psf(Preasure) (-L.��,5�01 is ff'?�O I - IF HORIZ CONTINOUS GRACE CAPABLE OF TRANSFERING Wall, (AnYwhera)= 34.7 PSE(Suction), 25.9 Put(preasure) 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOAD$ TO SHEAR WAMS DOES EXIST, To COMMENCING WORIK. T14EN THF'SCHEDULE SHOWN A13OVE DOES NOT 3) 0 ACTOR HA PPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS. APPLY, . �11 0 GAIOR SOLr AN�LES. PLATE$, OPCNINOS, SLEEVES. HANOERSi SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" 0 'f . i % BE 4VIRED OY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR I OPENINGS SHALL BE AS FOLL.A 9 FOR ALL LOAD BEA N� WALLS -THREE (3) SIUDS 4) TI ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE,DRAV�t�S) REIRODUCO) WITHOUT EXPRESSED WRITTEN CONSENT OF TKE ENOINEEIL OPENING WIDTH IN FEET CONTINUOUS Oil 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO 13E TYPICAL AND UP To 3'-0* 11 4 THRU W-l"THRU IC-O" SHAL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL 151,It tlmp�dol EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. (3)-20's 1 (3)-2x0j; (3)1-21 12-3 EXTERIOR WALL OPENING 3/ E. t 0 Qi�Do 0A 0 CONCRETE SLAB 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AMNLABLE. FOUNDATIONS WERE DESIGNED JAMB USE IWO(2)SlUDS Of IN( SAME S17E ASSESE Of THE WALL BON C:NSIVERED STRAPPINQ 0 TOP & BOTTOM EXCEPT AT FOR A 2000 PSF $OIL BIARING CAPACITY, CONTRACTOR SHALL REPORT MY DIFFERING COIGITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. IWO PLATES WITH A 1/2" PLYWOOD Fg,ER MAY BE USED q$-EAO OF GARAGE DOOR & OTHER LOCA71ONS SH NN\�_� THE 1,AEE (3) PLATES MENTIONED ABOVE.- ON SHEET #cl OF THE DRAWINGS k Y) 1 1.5 THE CONTRACTOR'S SOLE RESPONSIBILITY 10 DETERMINE ERECTION PROCEDURE AND MT-S,> I STUDS SHALL BE CONTINUOUS IFROM 701�,'PLATES To SOLE P AT:S. .jq SEDUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING C%STRUCTION NOTES: PREENOINEERED R007 TRUSSES Detall "0", Jamb strapping GATOR NUT 0 top & Bott, 1) ALO CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. )IF 3000 PSI COM,*I SSIVE STFfENGTH AT 28 DAYS. $1-AG$ ON GRADE MAY BE CONSTRUCTED W/2500 P51 CONCRETE. Dettall "C", Jamb strapping 1"NGS SHALL BEAR BELOW DISTURBED 8: ORGANIC SOIL AND UP014 EITHER THE SURFICIAL SOIL OR UPON Six SIX 1184 ((N.T.S.)) §TRURRAI, FILL COMPACTED To A DENSITY OF AT MAST 957. OF STANDARD PROCTOR MAXIMUM GAIOR WASHER top & Bott. DRY DENS11Y (ASTIA D1557) FOR A DEPTH OF AT LEAST ONE FOOT (11 fQ BELOW THE BOTIOtA OF THE FOOTING. HURRICANE STRAPPING PER 3) HEARING MATERAL.: THEC FOOTINGS SHOULD FICAR IN C17110 THE EXISTING FINE SANDY SOILS. SCH,:'A* ON SHEET#10 WHICH VaLL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. 714E BEARING LEVEL SOILS. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95%OF THE MODIFIED 41 ((N.T,S,)) PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) TABLE 1606.1.4 WI.ND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 4) RfNFORCING STEEL SitALL BE ASIM A-015 GRADE 60 STEEL CONFORMING TO ACI 301, FLORIDA BUIUDING CODE,—BUILDING: FOR WOOD STRUCTURAL PANELS A�, 315, ACI 316 AND CRSI MANUAL OF STANDARD PRACTICE, LAIEST EDITIONS. ...... 1/2"0 GATOR BOLT 5) 1, PER SHEET III A CONTINUOUS VERTI�AL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE FASTENER FASTENER SPACING(In.)112 0' SPLICED A MIN. OF 36 BAR DIAMETERS OR 24"t WHICHEVER Is GREATER UNLESS TYPF_ OTIIERWISE NOTED. naL,9'p6ft-_e,_2_ft_ __zft.,4 Pallel Span 4 It<Panel Span 8 f t.4 Pani:l span S1 ML C-M% 0 0 6)71,E MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFO'RCEMENT. <4ft 6 lit COUPLER '40TINGS (10 MAIN REINFORCEMENT),--.'�................3 Iviches GATO I�B ON GRADE....................................1-...............CENTERED 2 112j16WQodScrcw3 16 16 12 9 TOP PLATE 3 '-1 OF WALLS 7) flaRIZONTAL BEAM AND FOOTING BAR$ SHALL BE BENT V-0-AROUND CORNERS OR 2 1/2 fiS Wood Screws -4 16 16 16 12 T CO[?mER BARS WITH 2'-0" LAP SHALL BE PROVIDED. RW JOIST OR QEAM Doublu-HeaddNWI34 ID 1� 12 6 8) CQkM?ACTOR $HALL PROVIDE SPACERS, CHAIRS, BOLSTERS. LTC. NECESSARY To 5VPPORT 1. '.i ROIFORCING STEEL. SUPPORT ITEMS WHICH $EAR ON EXPOSED CONCRETE SUFFACES Sl-'l inch=25.4 mm I foot=:305 mt. To s, tvat W I Sity.1, HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAJNLESS STEEL, Notes: 9)ALCi?i-.-iNFoRoNG DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR f, fe,-r G%AeW DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 1. This table Is based on a maxi.�im wind speed of 130 mph(58 nVs)and moan roof height of 33 feet(10 m)or less. UWA t"Ap- S�a�+61 USE ORIERWISC 00HE STRUCTURAL DRAWINOS� I 2. Fasteners shall be Installed 6t." posingenfto the wood structural panel. 1/-1/2-0 OATOR BOLT PER SHEET III-I 10) ALI. CONCRETE WORK 5HALL HE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 3. Where screws are attached to J:isonry or masunry/stuccq,they shall be attaQhed using vibration-tesistant anchors llaying�j 111i'limum withdrawal ctv.iac- FOR CONCREff"ACI 318 LAJEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE Ity of 490 lb(2180 kN), OATOR COUPLER Foil BUILDINGS"ACI 301. POST STRAPPIaG @ TOP 4. Nails sball bo 10d common or 2d box double-headed nails. CORNER DETAIL MASONRY 1/2-0 OATOR BOLTS SPACED (N,T,S.) I nr_ 1/2"0 OATOR BOLTS SPACED EXPANSION JOINT ee F0 Wj4--,i 1) OU'RETE MASONRY UNITS S14ALL BE ASIM 090-75, HOLLOW LOAD-8EARINC CONCRETE PER SHEET # ADDITIONAL STUD WAt PER SHEET ADDITIONAL RECESS SLA13 .3/4"x 10" WIQV MASONRY UNITS, IYPE 1, GRACE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER 6*x 6" OR 4"x 4" POST EXP. BOLTS MAY BE NEEDED PER I AT GARAGE DOOR 0 GATOR BOLT SYSTEM USE OF 2000 PSI rn = 1500 17SI #4 RODS SHEAF? WALL TABLE ON SHEET f EPDXYGROUT- C SHEAR WALL TABLE ON SHEET Ir r 4 qc�% SLAB W/BxSx1O, 10 W.W.F. 6X6XI0/lO W.W.F. INSTALLATION INSTRUCTIONS AACM(Z. DRILL 6" IN STUD WALL 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF,TYPE M OR S. 1)DETERMINE THE$TARIINO POINT AND MARK EPHER THE To CONCRETE 3) HOR12ONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED YRUSS-TYPE WITH IT&BOARD 13OLY LOCATIONS PRIOR TO CONCRETE POUR 1% V J_001.15*ARE USED OR BOLT LQCAIIQNS OIRMILY 0 Ip. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX. 16 Iri. D.C.. &OXIOAD W-W-F, ON THE HAROEN51)CONCRICIE IF IPDXY ANCHOR HOLIS CL!A POST STRAPPING @ BOTTOM a MIL V.13, OVER . N6 A89 USED. WOOD FRAMINO -'.WELL COMPACTED TPEATED FILL CONC EIE FOO�NG 2)CORNER LOCAIIONS SHALL RE PER OFTAIL 'L" ON INS AL SWEET. 11) ALL -NQOU FRAMING $HALL BE SYP 1/2 AND INSTALLED PER.AITC AND TPI AND NATION 14 RC45 VERL ON 48' 0. , le AT CORNERS. 3)INSTALL COV�L%WASM0&NUT$WHERE REGUIR60 POST STRAPPIN- DESION SPECIFICATIONS FOR WOOD CONSTRUCTION, VERT'ROWS SHALL 13E HC)K E'D Sit INTO PER DETAIL J"0 THIS SHEET AND PER MANUrA01URER'$ BOLT RUN DETAIL RECOMMENDATIONS. FOOTI�40S 0 BOTTOM AND 1Vq INTO SLAB �2�- CONT. HOOKED TURN DOWN SLAB DETAIL -(TYP) TOP & E30TTOM 2) STRUCTURAL WOOD MEMBERS $HALL HAVE THE FOLLOWING MIN. DESIGN VALUES! j.FOR HORIZ, REINF'Ri:EMENT, USE 1 5 0)1011'r. ID AT CORNERS Alf I., - (N.T.S.) MT.S.) SAWN LUMBER LAM, VENEER LUMBER v'JIORIZ, JOINT RL'AfORCEMENT MIN. 18, QARAGE Fb f 120 PSI Fti - 2,600 PSI Irl O.C. (MAX.) 1-11 - 90 PSI Fy v 285 PSI 4. NI , ral = 665 PSI E = 1,900,000 PSI 4B" (MAX.)OR '' . f - �-i, ''.A A. U re = 455 PSI CONSULT ENGINEER BLOCRINO REO'D. E = 111,600,000 PSI 1� i TURN DOWN SLAB DETAIL Belweell OUIRIGGERS 3) ROOF & WALL SHEAIHING $HALL BE 7/16' ORIENTAL STRAND BOARDS (OSG) OR BETTER, 16"(W)x 8"(H) CONCRETE FOOTING 2X4 BLQQKINO 0 SHEATHINO 40INT 24 OUIRIGGER SPPH RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 ROOS CUNT. EXCEPT GARAGE - 4" FROM DAUM END 0 46" O.C, /—HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP 10 7/16- STRUOIURAL ROOF SHEATHING U-HANL14R OR EQUAL 0 46' D.C. BOTTOM cHono TO FRVE 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE — — — 2A4 UARCE RAF16R CONY. FOR X-EIRACING 0 D.C. PROVIOC CLIP FOR 400 Ihs, OR SOIL SHALL BE PRESSURE-TREATED. TYPICAL FOUNDATION DE IL r 6XI)XI10/10 W.W.F. X SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SWEAR TRUSSES 0 74" O.Q. BOTTOM CHORD OF GAOLE FASCIA 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH A LICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM i2d NAILS 0 8* 0.0, END TRUSS PP A-163-80. '--TOP CHORE)of OABLEEND SCHEDULE "A" (2)-15 RODS CONT, D.C. MUSSUROP 3-1/2' 3) 12d NAILS -DOUBLE TOP PLATE FASTMING SUBJECT TO MOISTURE $HALL BE HOT-DIPPEO'GALVANIZED TO ASTIJ A-153-80. ROOF.TRUSSES STRAPPING SCHEQUI-E TO TOP PLj TE 2'-0* 6)ALL,' METAL CONNECTIONS AND FABRICATONS SHALL COMPLY WITH M.S.C. SPECIFICATIONS, OF BEARING WALLS (PRE-ENGINEERED FRAMING) 2X4 SCAB CONT. TOP 10 MAX, 7) SC$"� BLOCK ALL JOIST AND WERS AT POINT OF SUPPORT. BOTTOM CHORD 0 8(1, OPENINa — INTERIOR STEP DOWN DETAIL MOM CABLE 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION Of STUD WALLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP INSTEAD Of SYP #2. DESIGNATION* (Ib!s) PLATE OR TO STUD 'TOP PLATES TC FOOTINGS - — — — — — — — — — — — — — — — — — — — - CONT. 2x4 SOAD FROM TOP 10 1� 2x4,BLOOKINO 0 4W D.C. UETWEEN OATOR BOLT SOLE PLATE SHALL BE 130770M CHORD 0 X-13RACINO oAOL5 END TRUSS AND FIRST ALL TRUSS ENDS ANCHORED TO SLAB Witt ADDITIONAL 2x4' AT 20 SCAB IF VERT a COMMON.IRUSS 11 %N011"EL Ir HIGHER THAN4 EXCEPT ONES 0-11-C6 L5*r it, Sim /2"0 CATOR 13OL15 S A=As 2x4 STUDS 1/2*0 GATOR BOLTS SPACED WEB 13 NOT PRE5ENT TO FORM AN"Ll SHAPE) f 'HOWN ON SHII�I 4 CONT. 200#2 5YP. LATERAL SCHIJ)ULE "B" MISCELLANEOUS FASTENING SCHEDULE OUTLINED BELOW rwlir 19 0161, ox. PER SHEET # ADDITIONAL BRACE:0 D.C. EXP. BOLTS MAY BE NEEDED PER (3) 124 NAILS Ov) BOTTOM CHORD OF ISOMETRIC VIEW CONAIMON FA5TENER NUMBER OR SPACING 64910/10 W.W.F. SHEAR WALL TABLE ON SHEET # AT X-8RACING OABLE END THUS$ (3) 12d.NAILS r IT'd UATOR HOLIS I ACID A$ SHOWING LXTERAL URACE TO 'fop O'J§OLE PLATE TO STUD, END NAIL 16d COMMON 2 176 14OWN ON SHEET 1,9 1 7 -2x4 fOP PLATE *ItI11111, GABIL ,END TR SS 14 (2) 1prpLATFORM FRAMING- SIUD To SOLF PLATE, TOE NAIL 8d COMMON 4 10 netowo pl,�, 0 1.1D S 0 W 4 v rvl)$ it 1, -fl, (N S,) DQUBL' STUDS, FACE NAIL lod COMMON 24' 0.0. CONT. 2x4xd' R $YP F 9 -.Z,4�b.Q, P PtAfES,-FACE NAIL Iod COMMON 164 D.C. 1186 LIT206: SIMP503- j LATERAL URAC 2Y.4 STUOS 0 10' D.C. CAP FILE NAME 3, LAP AND INTERSECTIONS FACE NAIL -I Od COMMON 2x4 BLOOKINO 0 24�0.1 1 N T))p`11PL1 e 2-16d OR 3 CONTI UOUS HEADER, TWO PIECES (2)-#5 ROBS CONT, I I Od COMMON 16' O,C�ALONG; EA, EDGE 0$6 m &-us 1,%,ysop,J� LOT. -3 LY-- 05 6 CLIP 0 46"0.0..CLIP MUST 9 - ., 6 r 7 Is>0 IA' PROVIDE A MIN, 400 bi OF SHEAR. ULTICLEBOARD SHEATH!NGi_ 34615 DRAVANC NO. ROOF - 7/16- & REYE� 8d COMMON 6" O.C. EDGES 16,56 01-1 INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING,,, H 9 47 13 8" O.C. INTERMEDIATE q, GABLEEND If PR VIER BY�. UNBRACED LENGTH OF X-BRACING MAY O.C. INTERMEDIATE MISC. FOUNDATION DETAILS -IF 0 'Ti C s) t (N.T&) WALL - 'VIO" OR OREATCR 8d COMMON 6".O.G. EDGES &,4 2 10 1 NOTE: ORAWN OY; T 04 12 BY: LJQ S1 ET No. NOT EXCEED 10 It.. IF LENGTH DOES FLOORI 3/4"T&O PLYWOOD 8d COMMON S" O.C. EDGES SEE TRUSS ENCINEERING By.- ve, --fluss DESIGNAllom EXCEED 10 IL, ADDITIONAL 5CAB 14 REO). Del all A CR X EIE FOO, NO 0-m— MILH -`li rmll,_`Ifdl� "U /-HUR"OAT oft EQUAL 214 0, T 12"' O,C. INTERMEO OF 6 va A SINGLE FAMILY � ESIDENCE SECTION LOT 3 BLOC < iATLANTIC CAMELI /'-\ STREET w C9�D " 5C).00' 6"OAK \OrL x • •6"OAK •;'.5"OAKx [ ['14-OAK • " " '13.25" AK INDEX OF DRAWINGS 8 OAK [ ]4 OAK 5'0A •10"OAK 4 COVER SHEET AND SITE PLAN � — GOF/ A-I FLOOR PLAN + LU + - - r I W DRI\ � A-2 ROOF PLAN DESCRIPTION x , _ - _ _ _ , IN wr,1-1 Qou1QEr��ENTs of I i A-3 ELECTRICAL PLAN 2 %u. i-LORIDA BUILDING CODE Cl-'!"Y ATLANTIC BEA�:H ZONING ORDINANCES (0 -4 a i � 0 N A-4 FRONT AND RIGHT' ELEVATION r, �",• .'c- ^��. . -,:::. Cyt ,y`�^. r',�� tirh.+-�Ct = � O I I I �R'Y I I O I v� � ._S, ,, S ,- .� L - �`' O REAR AND LEFT ELEVATIONS 1 � - .� :_ L 0 A-5 I7-6' I 6E:"" LX:. 17-6" PSF -1-)0� 2q PSF �� I ,�� I r D S-1 FOUNDATION PLX'J 2. WIND' L,�:,AD OASIC 120 MPH x��• I •`p�• � II APOQ�AiNCE FACTOR 1.0 U) x 1 x 1 x S-2 SHEAR WALLS LAIYOUT ROOT' HEIGHT 14'-6" W II"oA I I 6 IN 12 (22.5 DEGREES) • ( I �,� 30.1 PSF r- l I - -FIN F'L +21.5" S-3 STRUCTURAL NOTES AND DETAILS d x [•] 3,5"0A IMPERViO—S SU;Y-ACES CALCJL-ATIONS I I " 4 O L . ' 4�,.,A 5,100 SQ FT ( J LO L 3.75"OAK [•] 1 1 91130 1,535 SQ FT I ' 7.5" AK • r;.,;%IV'--Wti''AY AND V�iALK 470 SO FT F;;' i0 ' ND COND PAD 89 SO FT " 5.25 OAK •] I ' P I PI . each DTAL 2.094 SQ FT I x\ 1x� plannbiq tvdj4mM9 Department 1 x r,.�=———xi T'h3. AMCU'N; C.= LOT IMPE:�VIOUS 41% _ — _ — _ _ _ -- -J z or. approve sub tle�l!l��Mttp othnce p,;, ,;:,rc,, le zor�ng, subdivietdA end other to:. • I. .•d 4 " ne\-!opment re ulliffim, but doe, n.''. ;or,: Lure . 4 , •II OA ipp:uval for lite Iffi�enm of permr;s a rce .ti Ftorida ButiditCode and all .,:,r ;ip ata • Iol, State and Federal permrlt,,,', rc- lents ' 4 °a �v <• . must be ver[W nature �.7''��° ;') „Ian�tic CONC 4 Q Building Perm. t prior tc r a oe of a Beach Building Aw o Ap uni 1�jy �, Director 74 BAY x�' . � 4 " a° ,6.25"OAK x 5.5"0AK [�x + u9x 50,00' MAIN ;STREET I '� LEGAL DESCRIPTIOI�II-Y nFALA EST GRADE CROWN OF ROAD USE 0.00 ` Sul ttv / Gi`y of Atlontic Beach LOT 3 BLOCK 150 2002 V anc) Zoning ATLANTIC BEACH SECTION 'EH" ' PLATT BOOK 18 PAGE 34 DUVAL COUNTY, F � OR BL 06036 PG 0796 MAP PANEfL 554 4 SITE PLAN -.— NORTH . SCALE 1/16" DATE: 05-2a-021 57' 196 3191/2 12 gra tit TT 821/2 391/2 56112 T 162 dQ WI W 5CHE UL Cc) NU&IDEK CITY 51ZE GVUE KEMARKS1� -MARKM c ..u. TOP OF W01 1 -.5"GLA55 ( GLA55 W O M Ag K 50-T E M PF-R ED—UgS7UT E 7 _ _ _ _ ` BLOCK AT WO MAK -W -W H MUNI 0 U —tN54xAFF W04 1 0 MARK UR -TEMPER E fQ a 0364 � v �vprrnxrr "Mroc r I � 9 I I sv O K1TO-EN - e Qm { _ I (Ccilwv 51cVed from.9'to 10) 0o I {4'11 x KWm �Q . l I I - � 1 42"krrccwall Q GARAGE 5 2'P. cn ( I (8 flat ceiling) — — — -- --- — — — s — _-._ _._. — — — — — — — — — — — 227 x 1510 !� PLANT 5-ELF-TOP CF � — LIMG CL05ET 0 b4'AFF 21'9 x 14'6 PLANT SHELF-TOP OF ? I / - tiu 2txi.9 '� 'Fiat LCri;rL] ti, CLOSET(Oi 84"AFF 4 I � I �1'tt t'9 36 94 2'6 N 2V 1451/2 ? -- 2 / Tlp 112 , 351/2 4'6 2'4 1/2 19 U2 851/2 z8�a H _ I 10'Flat 26F9 • N I �to Ccil' 4' ?� N CLOSET _ } N ( 'flit ccdry) 5'x6'3 =o BEDROOM 5•,7-n.!O (Cathedral CelhrV) ¢ r] K] 05 x Irl N N 1 I Lrwr.wu __-1 CV � ' K) BEDROOM N � n9e(8'flat ccdir>g) m III ' N MASTER BBRM rm x V" N (8'flat ceiling) D4 ifI 1tl 4' N - P pi (a' iy ) MASTER BATH N LIV11"K- P\E,- lx4 ==j (8'flat ccihng) M L k -I 5'x9 � 1190 JLi t c ` 0 02 O a . 2 a 2'61/2 3' 21/2 2' 110 710 �r1 1/2 51 4'6 L' 271/2 95 55 164 IIPAGE 59 ELOOK FLAN 13UILD SET SCALE. 1/4 -- 1 FOOT . � 1 DATE: 05-28-02 r�- - -- - - - - - - - - - - - - - - - - - — _ ...... ___.. — — TOP OF rr I GLA55 c I0 BLOCK AT 5+"AFF j; -- _. -_. -- - - _._.. - - ._ - - --- - - -- - - - - _. - - - _ - - -f-'1 00 LIAW3 I I I (Coling Sloped from 8'to 10') KITO-EN g a a f (Coiling 5k4cd from&'to 10) EO ( a I I I I _42"krrcwall I � � �i I '. '• � eon I I I GARAGE` — — — I 0 0 (&'flat tolling) ! — — — — — — --- — — _ — � _ _ — — — - - — m� t) PLANSHELF-TOP OF LIVING I I a� CLOSET 0 84"AFF PLANT 5HELF-TOP OF 10'Flat Ceiling CLOSET 0 84"AFF41 , VFW I Ceiling aoSFr � I _ — — ____ .._ — — ___.. — — — BATH (&'coiling) I BEDROOM ceding) (Cathedral Coiling) I 0 BEDROOM , I (&'frac ceiling) MASTER BDRM I I (&'flat ceiling) - - - - - _ - - - - -- .- _ - _ - 1 poRa�_ I (6'ceiling) MASTER OATHL Ij LIVING AREA I (V flat ceiling) 1190 5a fI � I � M — _ — — — — _ — — — — ._._. ...._ —. — _... — _... � o I � — _... — — — — — _ _._. — — --h 11 - ►--1 M i / I ROOF PITCH IS 6:12 _ ALL INTERIOR PITCHES TO Q I3E MAXIMIZED I--7 ROOF {ALAN PAGE SCALE: 1/4" = 1 FOOT 13UILn SET A-,Z gib ►n S�. ------------ DATE: 05-28-02 cla 07 - - - - I I cl) I I 00 I KITa-IEN iy p� I _ I l (Gu4u�g 5bped frau 8r gv 1C/) O aQ 96-0GARAGE Ibq (a flag ceding) Q d - . CLOSET l ,..� ._._ — _... Cw BATH �--- , ` ; BEPROOIA (Caghcdral Ceil") ` CE Q 6 O l EDROOM ) MASTER BORM(6 fut F.■� C." (B'flag W410) C� a 00 PORCH (8'ceikng) MASTER OATH ry LIVING AREA (a'flat taWng) 11905q ft 0 Q a I PAGE FIRST FLOOR ELECTRICAL A-3 DUILD SET SCALE. 1/4 -- 1 FOOT Lilt) - . �■.■ui i■ i+■u■■■ i■u�w- - ilii uu ii iii u '. FRONT & RIGHT DATE: ELEVATION 05-28-02 5CALE: 1/4" = 1 FOOT co cn ®®� 0 U N � 00 QOMF m � - ~ W Ell I Lt N a I� M H a PAGE 13UILD 5ET A-4 • REAR & LEFT ELEVATIONS DATE: SCALE: 1/4" = 1 FOOT 05-28--02 as V0 a � 0 amu, T: T-FT I I I V —L—l—j— mm W ►�/I 0 . � o a PAGE 13UILD SET wwr+ww�■�ui uon��nm ui r■■ i � i � -----� 57 3,x'41/2 23'71/2 -) I i __... — r-... - - - - - - - .._.. ....._ .._.. ._.. - - -- - -T ` 19'6 — — — — — — — — — ..-� ...._ — _-- — — �-.. — — — — — — 9 I I CO �mvwHN �F✓"°e I I I � I I � v ad. Iii Cr S reA 'r'e^fmY GARAGE I •' I ...� (4'-LOWER) 363 aq ft •° ICA L11 I I N � .___ .__,_ _._. ....... ....... _____ -- .�._. ..._.. - — _ _ — I I I � OF ) I ��-H I I I Q � I ryI t— — — — -- — — — ._ - -— — I I 26 oq f x I I f 71— m i I I I 9LAD AREA 1569 5a f1; 104 55 1231/2 4!6 1621/2 55' FV W"-L NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (LE, ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC,) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. --- CAD FILENAME -IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL (-dt�.• 13 8tt J 5 0 .0 BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE ORAWNG NO, SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW — �--�- nRAWN 0Yt AP^ROVE0 3v; FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE AfNno�tn aY� �JG - � sriF:�'r N0. OF 2000 PSF_ IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER G Zop� LO�JIS GABRIEL P.E. THROUGH SOIL REPORT OR 501E REMOVAL, THEN ENGINEER OR UNDERSIGNED DAir 0= SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS SCAUI As NgfED f-7 Q,_ - ,(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. � ' '� st F --- --- — — ._... .__. .,.... -... ...... ._... _._,,. ,-... -•- --- — •.- ....... ._.. ..._. — — ..... - _... ._ I I 0 �� LN1NG 8 1 (Ceiling Sloped from 8'010') I KITCHEN w.t NNN Q (C<;iling abped from 8' I I �� I to 10) I 0] GARAGE I I wMl I 1 { M LIVINGI I (&'flat celfing) PLANT SHELF-TOP OF I { vI I CLOSET W Shu AFF I I I I { I PLANT 5HELF-Top OF I CLOSET W 84"AFF 10'Flat Ceiling { A— _j I I r 1C'Flat _ Ceiling I CLOSET i f r I 4 a 'I ,/ (8'ceiling) t I r � I j I I f { l I I HATH — -- -- --• — -- -- — I J I 1 I I (a'flat calline) I I (Cathedral Ceiling) I MASTER OPKM n I _,. I / (fRA"CEILIPY3) I mow- BEPP,OOM I I MA5-ER 13A"Hf (CATHEDGE )RAL II I _ (CATHEDRAL � � nsI I CEILIt*) I f �Ex k o FORCH - --- _. . — j i 1 1�1i��1 1 1 1k1J111 �k itllY �' j (C.)Wo w cellinp) I _ 14.... - _-.. _ _.-_ - - - - - - --- - ---- - __- i TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) A3G THE SHEAR WALLS TABLE WAS ESTAQUSHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE ftow po-a C31t(0004 -- - --- -------- _---_-•-__- I NOTED IN THE TABLE I I A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. 0'r SCS ' 0 F lu te,. $� I EI GYP. BOARD TO STUDS NAIUNG SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5i8' THICK BOARD "�" o �lneetlo for Bohr -----_ I RESPECTIVELY. y 1- I I '-CONCRETE SLAB ANCHORS SHALL BE 1/2 4z 1O" LONG J-QOLTS" (A307 STEEL) FOR EXTERIOR WALLS C) SOLE PLATE OR 1/2"o x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. I IT I I I REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING i I I I I II I L^J 7/16' OSO SINGLE 6" / 12" 60" O.C. -------- •_____ ._ lPlICk3 ~^ _1 c�rw+.� f 1 �I ! -(BLOCKED).. . _ nAid s,ur-lot a i V a r aosersa+•.rr I I 11 I 1 � PINY E1E1/•YCraf ��-• ~I r •r----__--_ _._. _�_.... �_I--1 I « aoauuat'41- ,Vrtntsary l - l 1 I { B " SO 60" O.C. 0 7/16 OsL SINGLE 4 / 12" I I . r ! I (BLOCKED) ADDITIONAL. NOTES. I 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER 13EAM SHALL. BE I I I w a f': I i Nti BOLTED PER DETAIL "i3" ON SHEET # 10 I pd"A i 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER DETAIL "E" ON SHEET # ((y lI uci ( Lr �a I I 3) ROOF TRUSSES SHALL BE: STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON WAS " " TO RESIST SHEAR FORGES A f� -- _--- - •- ,rcvri �--- SCHEDULE ON SHEET # (U . STRAPPING WILL 13E ADEOUATE i _ I ►gal - -------------- ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. I, • �' i I I Sl�eSt`A_I O Fc Y t � 4) THE ALLOWABLE SHEAR VALUES OUTUNED BY sec-91 FOR BOTH EXTERIOR & INTERIOR WALLS cc,,�, HAVE BEEN REDUCED BY 189 TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR COr BO ��lsrat�'icM ,..,.w WAIL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL $TRAPPINGS THAT f'a'r,° 3 A�• Ij'Kq' ft {,' $e�Q�,v � A.C. N0. I."G ARF CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF �� n � FLOOR ABOVE: OR BELOW HAVE BEEN REDUCED BY 113X FOR THE SAME REASON MENTIO NED ~�- _I Yl�(2AI i 4 Lit- II�� I I� O~ ABOVE oAAYM DRAWING - 5) FOR LOCATIONS CLOUDED AS (D, INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED 9Y+ ApN�nv:o ev, AT TOP & 80TTOM AS SHOWN ON DETAIL "A" ON SHF-ET # 10 • Aaar:nvto en L JG oAre: 6 147- L.OU15 GABftIEL p,F, sl-IEEr Nc (v� LocA710NS CLOODeD AS s"OLL �G STAftfPG1b {SER 9E7ALL "Gn OF ;cALt; AS NDTED • SH�IvY �� {b `--'1 w o D Ka-f N S�f ' -7 C1 % ROOF RUS, roof per sheet#9 SCHEDULE DESXGH CRIJERI truss RECOMMENDED STUD SIZES AND SIZE SPACIN(, WALL PLATE HEIGM STUD hive-1gads 8'-D' THRU V-110" 2x4 to, #/Sq. Vt., Floor......... #/Sq. Ft. ;"07 SM 10'-0'THRU IV-00 24 AD .:z �I%Q.. V N 2. klind 1,osidg; 20 go, 24" long 14'-1*THRU W-6" 2xB 16, Three Second Gust Wind Velocity Per 2001-FBC___.l2O 1011 %v St d st�op 'LRAL STRUqTURAL NOTES,. I (Importance Factor) -1.0, Wind Expoeurall ]pt 19'-0'THRU 22'-0' 2,.8 11, GEN T GCPi- (+)Or(-)0.18 ( Nnolosed Building) . S63, 2XIO 12'. 1) MIS THE INTENT OF IKE ENGINEER THAT THIS WORK BE IN CONFFORMANCE WITH ALL GAIOR BOLT RE�UIREMENTS Or THE AUTHORITIES HAV(NO JURISDICTION OVER IMIS TYPE OF PER SHEET **)i: THE PLATE HEIGHT REPRESENTS II-ItVERTICAL 3. Components & Cladding Design pressures: C NSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS, UNINTERRUPTED SPAN LENGTH OF THE'STUD, Roof (Anywhere)-4 50.1 Pof(Suction), 23.7 I'af(Preavure) IF HORIZ CONTINOUS BRACE CAPABLE OF TRANSFERING Wall, (Anywhere),m 34.7 psf(Suction), 2s.9 psf(preaoura) LATERAL LOAD$ 70 SI-CAR WALLS DOES E)OST, 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS; AT THE JOB SITE PRIOR THEN 'THE'SCHEDULE SHOWN AEOVE'DOES NOT TO COMMENCING WORK. APPLY, BOLr 3) CQNTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, A11,11S, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEOULE "0" BL j CQUIRID BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FORIDPENINGS SHALL BE AS FOtL 9 FOR ALL LOAD KA NC WALLS - DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE,USEVOR (EXCEPT AS OTHERWISE NOTED ON THE.DRAWI@S) -THREE (3) STUDS 4) TI ESC CONTINUOUS RE RODUCID WITHOUT EYPRESSED WRITTEN CONSENT OF THE ENGINEM JOPENINO WIDTH IN FEET Wt. 5) L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND up To 3,-Ol 3'-1'THRU ?j�0" 1 61-10 THRU R 11 a A t t's S) SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSCWHERE IN THE WORK M-2041" G 3 E4 PA CONCRETE SLAB IERE A DIFFERCNT DETAIL 15 SHOWN, "J"a (3)-24's (3)-2112' ut, EXCEPT Wl LINTEL EXTERIOR WALL OPENIN f'ON kjo TK SWE SVC AS 4�ESC Of 6) BsURFACC SOIL CONDITION INFORMATION IS 140T AV/41-ABLE. FOUNDATIONS WERE DESIGNED �;B�** vsE Two(2)swos or IW"t BON C:dKSIDCRED STRAPPING 0 TOP & BOTTOM EXCEPT AT FOR A 2000 P617 SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING PLY`WDO9, ER MAY HE USED 0STAD OF GARAGE: DOOR & OTHER LOCA N ILJ C �IDITIONS TO THE DESIGNER PRIOR 10 COMMENCING WORK, ZONED ABO TWO 1,2�P�IES WITH A I THE H CE 3) PLATES M 014 SHEET #1 OF THE DRAWING S T.S.) SE)UENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COIMPONE14T PARTS DURING **- STUDS SHALL BE CONTINUOUS IFROM T' (N, 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND 0.1""."PLATES TO SOLE P AT:S. [R:CTION. % C%STRUCTION NOTES. Detoi( "0", Jamb strapping PREENGINCERED ROOF TRUSSES GATOR I NUT top & Bott. 1) Al CAST IN PLACE CONCRETE (EXCEFT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI COMP ESSIVE SIR,ENOTH AT 2B DAYS, SLABS On GRADE MAY BE COPNSTRUCTED W/260D PSI CONCRETE, Detail "C", Jamb strapping 2) FD�T&S SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UNON EITHER THE SURFICIAL SOIL OR UPON GA70R WASHER ((N.T.S.)) 0 top & Bott. STRUCTURAL FILL COMPACTED 70 A CIEWSITY OF AT LEAST 95% OIF STANDARD PROCTOR MAXIMUM DRY OENSUY(ASTIA 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I (L) BELOW THE 8.0110IA OF THE FOOTING. HURRICANE STRAPPING PER 3) EIEARINO MATERAIL! 71IF: FOOTINGS S14OULD HCAR IN EITHER 'THE EXISTINO FINE SANDY SOILS, SCH,:�A� ON SHEET VACCH WILL REQUIRCO PROPER COMPACTION, OR IN COMPAOTED STRUCTURAL FILL T14E SEARING ((N.T.S LCVEL SOIL$. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 915% or THE MODIFIED TABLE 1606.1.4 PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) WIND-BORNE DEBRIS PROTECTIO14 FASTENING SCHEDULE 4) R 14FORCING STEEL SfIALL OC ASTM A-615 GRADE 60 STEEL CONFORMING TO �,Cl 301, FLORIDA BUILDING CODE.—BUILDIN G; 1;r FOR WOOD STRUCTURAL PANELS AC 315, ACI 3118 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST IEDITIONF, 1/2"0 GATOR 13OLT PER SHEET I Of 5) A =NIINUDUS VERTICAL A140 HORIZONTAL REINFORCING STEEL IN FOOTINGS !1-14ALL BE FASTENER FASTENER SPACING(In.)1.2 LA.e SPLICED A MIN, OF 36 OAR DIAMETERS OR 24". WHICHEVER IS GREATER UNLESS TYPEE 01 JERMSE NOTED. I -2jL<Panel Span 4 ft<Panel Span 6 it�4 Paricl Span 6) 71 E MIN, CONCRETE COVIER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. <4 1i 6 it <8 it GATOR COUPLER FOOTI14GS (10 MAIN REINFORCEMENT),...�................3 inches 3 SLAB ON GRADE......................................................CENTERED 2 1/2 g6%od Screw 16 16 12 9 TOP PLATE W83 OF WALLS R'M JOIST OR BEAM 7) HORIZONTAL BrAM AND FOOTINO BARS SHALL BE DENT 1'-0'AROU14D CORNERS OR 2 1/2 48 Wood Scre 16* 16 16 12 COJINER OARS WITH 2'-0" LAP SHALL BE PROVIDED. Doublc4l k 12 6 —1 4 8) Q-JRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT _jJ 7 114 059 6 REINI'ORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES Sl: I inch=25.4.mm I foot=305,narl. SHALL HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAINLESS STEEL. 6A CavAmft w4.i 9) ALI. RE.-INFORONG ULTAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR Notes: USE �STA�C&iffiv owl$Uftp tim wind speed of 130'mph(58 nds)and mean roof brIght of 33 feet(10 M)Of less. UW tAut 0 f skwt" DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EIMION, UNLESS DETAILED md on a maxi, 1, This table Is bw I OTLiFRWISE 014-1111 STRUCTURAL DRAWINGS, 1/2"o OATOR BOLT 2. Fasteners&hall be Installed 6 ii-posing ends.,of the wood structural panel. PER SHEET f-el 10) ALL CONCRar WORK SHALL HE IN ACCORDANCE WITH 1HE BUIIILDING CODE REQUIREMENTS 3. Where screws are attached Wfthsonry or masonrylstucco,they shall be attached using vibraflon-resistant anchors lkaving a n,.!,.1rn am wPArawal zjv.,ac_ FOR CONCRE(E'ACI 318 LATEST EDITION, AND 'SPECIFICATIONS F(OR STRUCTURAL CONCRETE R COUPLER FOR BUILCiNGS' ACI 301. ity of 490 lb(2180 kN). OATO CORNER DETAIL POST STRAPPING @ TOP 4. Nails sWtIl 4c 10d common a. t2d box double-hoaded nails. (N.T.S.) MA-59!113Y 2 (N.T.S) 1 .8 1/200 BATOR BOLTS SPACED "'.. 7�, .1/2'0 BATOR SOLIS SPACED -EXPANSION JOINT STUD WA�4� PER SHEET I ADDITIONAL RECESS SLAB Z/4"x 10" WIDE 6" OR 4"x 4" POST 1) d I MASONRY U14ITS SI-Al BE ASTM C90-75, HOLLOW LOOAD-BEARING CONCRETE PER SHEET I ADDITIONAL AT GARAGE DOOR -;�c tl:�4 0 GATOR BOLT SYS�EM P400"l 11. NORMAL WEIGHT. WITH A WIN, COMPRESSIVE STRENGTH EXP. OOLIS MAY BE NEEDED PER MA30NRY UNITS. TYPE 1, GRADE N EXP, SOLIS MAY BE NEEDED PER #4 RODS G�� SHW WALL TABLE ON SHEET if EPDXY GROUT USE OF,_,000 PSI ( f I M - 1500 PSI SHEAR WALL TABLE ON SHEET f - , SLAO W/6x6gfQ.10 W.W.F. r 6440110 W.W.F. jN AA&KOg 4- QZ, (INSTALLATION INSTRUCTIONS 2) MORTAR SHALL CONFORM TO ASPA C270 AND BE OF TYPE M OM S. STUD WALL 1)DE ERIANC THE 51-APINO POINT AND MARK E17HER THE DRILL V INTO CONCRETE 10 P FO�M BOARD BOLT LOCATIONS PRIOR to CONIORETE POUR W=1 I 1z, I- I IF J-DOLTS'ARE USED OR BOLT tOC41IONS DIOCC7LV \4 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIIZED TRUSS-TYPE WITH � I 6 In. LAP AT ALL SPLICE$ AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 111. D.C.. ON 1HE HARDENED CONCRETE IF EPDXY ANCHOR POLIS 64XI10/10 W'WAF, ABC USCD. POST STRAPPING 0 BOTTOM 6 M�L V.B. OVER L!AN. ETE FOONNO 2)CORNER LOCATIONS SHALL BE PER OCTAL'L' ON'gfi$ (N.T.S.) .1.WFU COMPACTED TIiEATEID FILL CONCR SHEET, �RN 0 x ON 48' 0.1. k AT CORNERS. 3)INSTALL CpUfLERS WASHERS&NUtS WHERE REQUIRED 1) ALL WOOD FRAMING SHALL BE SYP 112 AND INSTALLED PER.AITC AND IN AND NATIONAL J4 AWS VERT POST STRAPPING SPECIFICATIONS FOR WOOD CONSTRUCTION, VERT, RODS SHALL BE HC)KM� S' INTO PER DETAIL r OR THIS SHEET AND PER MMUFACIURM'S A TOP & E30TTOM FC,0411'0 0 BOTTOM AND 112' INTO SLAB c"I Lz 5 CONT. HOOKED TURN DOWN SLA13 DETAIL B OLT RUN DETAIL (TYP) RECOMMrNDATON1. 2) TOPO'JOR HORIZ. REINF 1RI, MENT. USE S AT CORNERS sTRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING WIN. DESIGN VALUES: LL[ & A (47',S) M !GO 40INT RENFORCEMENT MIN. 18" 0 GARAGE SAWN LUMBER LAM, VEtNEER LUMBER �VORIZ Fb - lizo PSI Fb - j2,600 PSI I O.Q (MAX.) Fv - 90 PSI ry - 2285 PSI rcl = 565 PSI E a 11119001000 PSI 48' (MAY.)OR 'A- fN .A Fo - 1,455 PSI CONSULT ENGINEER I.-i *...:! /-BLOCKINO REO'D. r = 1,600,000 PSI TURN DOWN SLAP DETAIL BETWEEN OUTRI00ERS 3) ROV & WALL SHF-ATH1140 SHALL BE 7/116' ORIENTAL STRA14D BCOARDS (OSB) OR OMER, 16"(W)x 8*(H) CONCRETE FOOTING 2X4 BLOCKINO Q SHEATHNO 40INT 2x4 OUIRIGGER /-HURRICANE CLIP H-2.6 REINFORCED WZ(2)-#5 RODS CONT. OLE END 6 48' O.C. CONT. 2A4 SCAB FROM TOP 10 SPAN RATED AS SHOWN ON THC DRAWINGS. EXCEPT 0 GARAGE 4*FROM GA U-HANOER OR EQUAL 0 48'O.C. SOITOM CHOR TO SERVE AS NAILER 7/16- STRUOIURAL ROOF UHEATHINO PROMDE CLIP FOR 400 Ihiz. 2x4 BARGE RAFTER CQNT. FOR X-BRACINO a a,O.C, 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WMITH MASONRY, CONCRETE TYPICAL FOUNDATION DETTIL F — —— — — — --- — — 6640110 W.W.F. OF LATERAL SHEAR OR SOIL SHALL BE PRE$SURE"TREATED, 4OLE STRIP BOTTOM CHORDR OF COMMON .1, SHI TRUSSES 0 24- 0,C. BOTTOM CHORD or GA13LE F l2d NAJ 5) CONTRACTOR SHALL PROVIDE ALL FASTENINO DEVICES NECESSARYY AND SUITED FOR EACH FASCIA. END TRUSS -DOPPED GALVANIZED TO ASTM APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT '--TOP CHORD OF GABLE END (3) i2d NAILS 9k SCHEME A a 81-0, CLO, TRUSS DROP 3-112- LS 0 a. 0 C. DOU13LE TOP PLATE 4 J-�BRIAC 07 6) ALL METAL CONNECTIONS AND FABRICAIJONS SHALL COMPLY WITRI A,I.S,C, SPECIFICATIONS, (2)-15 RODS CONT. V-o' FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVAMIZED TO ASTM A-110-80. ROOF.TRUSSES STRAPPINO SCHEDULE TO TOP PU 7-111 2K4 SCAB CONT. TOP TO MAX, OF BEARINO WALL$ (PRE-ENOWLERED FRAMINO) BOTTOM CHORD 0 8 (1, OPENINO 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. INTERIOR STEP DOWN DETAIL FROM DABLt 8) 01?ADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD) WALLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP - — — — — — — — — — — — — — — —— — — — - DESIGNATION 0 (Ibs) PLATE OR TO STUD TOP PLATES TC FOOTINGS _—CONT. 2x4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" D.C. BETWEEN V— HORD 9 X-BRACLNO OABLE 5ND TRUSS AND FIRST INSTEAD or SYP 12. OATOR BOLT SOLC PLATE SHALL BE 0"0' C ADDITIONAL 2x4's COMMON.IRUSS ANCHORED TO 131-AU W/ '41 SCAQ IF VERT 4 5AY 2K 10 VeER0011"CIA)EL IF MOVER THAN ALL TRUSS ENDS WED IS NOT PRESENT 10 FORM AN'L SHAPE) OUTLINED Baow 0-IT5 L5-r 12:,"S1q&W00 4,Z'f OA10R BOLTS I ACID AS 2x4 STUDS 11/2"o GATOR BOLTS SPACED CONT. 2x4xB'PZ 5YP. LATERAL SCHI'DULE: "B" - MISCELLANEOUS FASTENING SCHEDULE tXcrPT ONES &TgAr VAI ON SHEET 49 a 16" O.C. PEP, SHEET j . ADDITIONAL BRACE %%q D.C. ISOMETRIC VIEW EXP. BOLTS MAY BE NEEDED PER 120 NAILS (TY5"- BOTTOM CHORD OF 2 C041ITTION FASTENER NUMBER OR SPACING $BATOR BOLTS I ACID AS 6X5X1O/1O W.W.F. SHEAR W.ALL TABLE 014 SHEET I W X-SRACING OADLE END IRUVS (3) 12d NAILS SHOWING LATERAL BRACE TO iOVM ON WIEET If GABLE END TRUSS TOP ()?i�)LE PLATE TO STUD, END NAIL 16d COMMON 2 'tl J_ X X (2)-20 TOP PLA.IE -PLATFORM FRAMING- rvl)$ (01s.) ad COMMON 4 "n F,101dij ji0m). 0wo $ C 5YPP 9x4 STUDS 0 16'0,0, $'IUD '4L�SOLF PLATE. TOE NAIL to It CONT. wxsl DOUDL� �TUDS. FACE RAIL 10d COMMON 24* D.C. rf/L LA7LRAL PRACE 0%0.c, UOUB TOP PLATES,.FACE NAIL 10d COMMON 16, O.C. T T. 2x4 BLOCKINO 0 24'O.C. Be PAD FILE NAME TOP PKIES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON PETUEN oAAI E A,finsT-1 S CON71l,UOUS HrADCR, TWO PIECES lud COYIMON 16' O.C. ALONG C& EDGE M &TI%*&fs00k1 15 RODS CONT. CLIP a 40" D.C.. OLIP MU T LOT. -3 6W- 150 �At--Atl ry If I PROVIDf A MIN, 400 lba OF SHEAR. 7jr-towp I NIA' .��)gLQ?QjC fLA(LT(�1[_LfL0LRQ Hjyqj DRAWING NO. 21YL PLATFORM FRAMING ROOF - 7/16' OR GREATER 8d COMMON 6" 0,0. EDGES INTERIOR THICKEN SLAB DETAIL a" O,C, INTERMEDIATE 16-56 GABLE END DRAVAI BYS APAOYFO a 7,0 8" 0.0, EDGES &.4 t., WALL 7/10" OR GRCATLR ed COMMON UNDRACED LENGTH OF X-BRACING MAY (N.T1) 511FE7 NO. APPnovro eyt LJG 12' D.C. INTERMEDIATE '4495 MiSC, FOUNDATION DETAILS NOT EXCEED 10 It.. IF LENGTH DOES FLOOR 3/1" T&O PLYWOOD 8d COMMON 8* D.C. EDGES SEE IRUSS ENOIKERINO BY. A�PIIVE DESIONAVOM EXCEED 10 U., ADDITIONAL SCAB 14 R40'0. DAIEt LOUIS GA BRIE P.E. 12, D.C. INTERMEDIATE (NA.S.) 16 or SCALD AS NUTCD 6 V7 jet S �50 Mash �st ,