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Stocks Street 1276 a n 0 m 10'A X- 8'G I PA7-!C K (' r, r160 i W-6' �� _:7• o• -4• til I I I u1 Z Ld W 71 ,s • I I i I I � I X in I ASOh1ART' . TE. I KALL ( I OV;R 2�" X ;E&" CDtiCRFTC, - an �-- -4 = - ON 0 i I I , � I T 7_-- --- _ _�._._.___�..4.-._..— � II Ro��'Ccr�T,huc�us N F— I I I I I .1� �, � , c� T 8 � �r bn T 9 i I 0 -0 LLI _ .... I ( pge v m (Y IL n ' � I 1 I I I ■r� X. I . ' I I • � I i I � I I m . I i I �',`��R b M► !, POR �ARR� R I I I I JVtwR �� r�R 'TE TRE ATED I .l .. ,?+a.... .•. ... ; ':...- .,a ,.,, ,. ,tLO . c .,. - ,;. . .� .$,Sri. ?rr p,, 'y.. er . . ':•c. k1.'.. ,' :, :: . ' .. :': .;,.• ,.i ., 9 ,. .• 1 .111111 ._ I I I i I I T 5 -40 T 4 // I __ ...._. .._ 1 _f. T4GZt r. ._ J r- __ .... i wIG):EN 5I-AS - x ,22„ I I f tY ( ✓ !`) #4 ROS. GON, 1 T 3I CO ► I I ( I ( I •, TPS1 A 1 i2 x & AAi-i-5 vN, .5.a. INA''w❑ 3 O.G FOR 2 -------- I 1• T r� (NAIL IN/ (21)- 16-0 00M. NA16.50 I 1 Y%r Cu 14'- '.12 4 V 1 < d RECEIVEDAFOUl DATIOil PLAN �c� 1/411 11-011 ('r, • �� MAR 2 S 1997 ��-jl ,. City of Atlantic Beach t�I ROOF FLAN Building and Zoning 1/411 41j 1'00" ly d ELEVATI IIr If o l elf�✓`�� + rix.. .. I I!ZROR MIRROR H I i i. 32'�matt __-- m 0 101A x 01c) KiTGHc.N FLE\/ATiONS -ON MS. 2MIJ 01 FLATWORK I _ __-------- -----._ E3A-'H BATH - _ - ILA 51.-70 0 -10" 4.-i• PLACE (2) TPP4 AT EACH _-� STUD IN CORNER T 4 B - �I ( I PLACE (2) TPP4 AT EACH WITH AN A.BOLT YVITHWIN i I 5TUU IN CORNER T 4 B AIC, u A/G WIT1-+ AN A.BOLT WITH-IN ro -_I 40 O 5H 4LI, tI 5'O° 5L. &L.. DR. I I U ENO- INEER!NG flRO\/ID=D BY HUL.S5C!RG ENGINEERING - ! �y� X15; 3EDROOfM O1v�Y1 f - R NAL-L5 N.A!l.1wD 3'' O.G. , CARPET d C,PEAT ROOM ! VAUL, GL_'O CARPET i I EDGE NAI+INC 12' FIELD NAILING. V,aUIT GL'C� PHONE _ USE SD COI"MMON NAIt_5 'FOR 5HEAR SHE.Af: W.ALL.5 1\AI Li~D ® b" O.G. I �` I (Y i •�ti„�� _•._�n 1! f7 _ MT52'7B rIOLDOiN yr%7}-r-;N 12” Or END OF SHEARr�IALLS �A� NOT>~D ( i PROV-PE-: (2) 2 x 45 AT E.AG "OLPOrNN LOOATiON. lI - --?•__ _..ti � � _._-•• _—ei' 27•Y�• Iii LL ILI I / to m F \f1 ht�L _ GARPT I I V< 12IMN6 ROOM -.j -T_ VAJLT GL'G ! q G ARFE:T K> ANT SHELVES I IL -7R-7 Sl ANDARr W1 q� 7LLlNA!_ VAJL-1'�D f C ILINLS � + ry ' I 12' BAR 1 OP 0 42" A.F.F. BEOROOM #5 GARPt=T - • VAULT GL G t I _ _ _ 4 r y T .. _ ot, �. .,� r ,u , ,�„ . ,.�". . ,�y ..,- . r :, �• -tea }1 -I r. a y .� .9 •., ... 4 ♦f• �• t j4 4/ jr 4 L:ON5 is 42 H1�.a•-i-f. �+ !%�ALL W/ 6” WOOD i. z - - _ ._G. � a" �� �,�� �, x20V ,iI (� M15�'►0 0 ' I 1 � u �\ I __ — _ - - --_ 3" PLUA-61Ne STA! I _T r._ I �) V J .�T � _� ( - 4" THICKEN KEN G R R1=,4 k 4 x 4 P.T. POST ON A ' Fu - � tJ `y SIMPWN AeV44 POST _ -.-_... O r3A7 H #2 ,' 9A 7e use (2) Hb x u F ! 1 j SIMFWN CLIPS o }V:AID m * � � Cl 'ANY,- Ll 1 i I ATTIC I f L L SGu r J i ( \ F-IHONE ff 5E__ RCaUM *2 GA A • I I I G ARFET - C PLACE! (2) ! 4 AT EACH 5 IN NLS T B i STRAP HeA�Mffk T GRIPPLr;S WITH ► H „L.T WITH-IN r�1 I°� ON ENO�o � (_ PLACE (2) TPP4 AT EACH STIUV IN CORNER T 4 Ira . � x 6 wA_L i' 0,53, �'' WITH AN AWLT WITHIN NAIL-ED 3' O.G, FOR u .... --' _ _._ _ _. _ �' SHEAF? G?.RA •___ r -- -\ ! j `�i i E•'>r3ROr�s 5 W�"� H. &'eA DOOR W(W 2 x 12 qoa BeAM ! ""�1�L'5" 1MPSON PA51 r:m. 5TRAII j j I (r AIL !N/ (21)- 16-0 COM. NAILLI L) T- ELEC..TR I r.,AL .�'1..._AN FLOOR PLAT I/4° I'-0 - I/4111 II 71 l0q4 5F I GARAGE 253 5F -' I d x AN NTR.Y 20 5Fy F'AT!0 _ 80 5F °4 �C.�rA1 u�DC��C��1���► .. _ �, �. � ". •. � .. � �.rte_.-- � � .e.. .., .. F..--. '._ ) • ,. ,. r' .. _�. � sl � 'y�` '_� .��'i,f�-fes�'! a.� .. '� .. . . � .. i - .A✓ .fir, ' �%: •Z 1, .rF' y LI • to e .. c i A' • ' ROOF= 5u1NOLIT5 OVER 1 711b" 0.5 H. DEGICiNG I X z P,T. NAILER F- METAkL,.nEV� DRIP ILI 1 IZRT16A o Ld oi, S. r I- 1 1 r ,I � ► I I , , • _ II I R10HT ELEVATION , o �N NQODEN�/ TS I X . P.T NAiLI~R A/ METAL C�\�tZRIF! ---- -- -� LAP S,DING IN AT-ANTIC BEAG !%VE57 II1 SHINGL1i�S , . c7A6.1 A 4,1 a FT , w ,Cc i Nil A i , 8 N©ODS PA-5LLU E GO UMN �•� , • .. .. ,, r. „ . . •� to 1 ;! ti' v p�, CJ, tI LL_ _ I � t-FRONT ELE ATI / LAP 51DING IN ATLANTIC I I I' f � •: I 1 LEFT SIDE ELEVATION LLL 5-+I NGl_G5 4' X D' . �,�RTIGAL I X 4 • ' '+i I �I '! �; j� !I !; � "FRIM HRDS. fv T"(PIGAL m I� , A i x • � . . � r�` ►� � I I III I � ►� III ____� c� REAR ELEVATION ty , , STUD TABLE Stud Spacing for Exterior Load-Bearing Walls BLOCKIN5 REQUIRED 2x4 BLOCKING a BETWEEN OUM66ERS Ceiling No. 2 SPF No. 2 SYP No. 1 SYP SHEATHING JOINT HURRICANE CLIP Height L 4' FROM 6ABLE2x4 OUTRIGGERrEND . a 4S" O.G. H-25"OR EQUAL 2 X Q 2x x4 (m 4a O.G. _ 2x6__ - -2x6 __. x 2 -6- - "1/16' STRUCTURAL `�•. U-HANGER / 9ft. 16"O.C. 24"D.C. 16' D.C. _24" Q.C.- 16" O.C, - 24"D.C. ROOF SHEATHING` '� /' �2x B RG r; 10 ft. 12" O,C. 24" O.C. 12" D.C. 24" o.c. 16" O.C. 24" O.C. RAFTER CONT. — --- — — - --- 11 ft. N/A 16'o.c. N/A _ 16"Q.C. N/A _24"o.c. SHINGLE STRIP 1 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24" o.c. - FASCIA - - ... _.. - I e � `•-� 13 ft. NIA 12" o.c._ NIA _16"_o.c. _ N/A 16" o.c. 2x4 x- I— e 8'O' O.c TOP CHORD OF 14 ft. N/A 12"o.c. N/A 12" o.c. N/A 16"o.c. GABLE END TRU55 z --� DROP 3 Irl' Note: This table applies to structures with mean roof height's' 25' and 2x4 SCAB o„ECONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. d adws sd ccAl @ d %,C.I FROM TOP TO CONT. TOP O ( BOTTOM.CHORD BOTTOM a X-BRACING ROOF SHEATHING CHORD a __ (PROVIDE St l.lCtUral Notes FROM GA �- ADDITIONAL 2x4'e _ AT VERTICAL. IF TOP_ CHORD 3) 12d NAILS ; NIGHER THAN 48', I. All laps In top plate shall be al; 1111111mL1111 of l' and nailed with 12 - 16d common nails. TYPICAL AT TO FORM AN 'L' X-k3RAGING I 9NAPE) 2• All sllearwalls shall be nailed at 3"or 6" o.c. as noted on all ed ges and 12" o.c. intermediate TRUSS CABLfE _ I f I 2x4 SCAB IF 1, TRUSS • "�*�VERT, WEB IS Tor- I�A+L TLuss TO " with HCI coninlons (U.O.N.). Block ,111 unsupported edges with 2x4 Ilatwise blocking. { I NOT PRESENTpou4�+, plAT>µ "'�`�� `aM Shearwalls shall be 15/32" CDX or 7/16" OSB. BLOCKING of TRuss"oRo ; ToF- NAIL,TP TPP P44Trc w/1(001 CaM BOTTOM CHORD OF 3• All gable ends shall be balloon !rallied or Framed and braced per attached detall. CEILING DIAPHiRAGM „GABLE END END TRUS5i ` CONT.LATERAL "2 SYP ACE �(2) 2x4 TOP PLATE 4, Strap Ileader sleds to double )late with TPP6/4 at each end of header• and nail with el lllt 8 v^ LATERAL BRACE I l b ( ) ' _ a 48' O.G. IOd Conlnlon nails (U.O.N.). -jTVPICAL �rNrirQIOR _5HEAK"jAL- * UNBRACED LENGTH OF X-BRACING MAY11111,1111--_2x4 I��oc D5 " K-aa F - -- ' 2x4 BLOCKING a / 5. !-leader studs and header cripples should be nailed together at 6" o.c- w/!6d staggered. Clip NOT EXCEED 10 FEET IF LENGTH DOES 48' O.C. 6ETWEENJ EXCEED 10 FEET ADDITIONAL SCAB (SABLE AND FIRST unit to shoe plate with one (1) TPP6/4 clips and nail with eight (8) - 10d Common nails TRuss (U.0.N.). IS REQUIRED. 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEN/ICO or equal (U.O.N.).FLA u tFOF� S. FOLIndation design is based on a nlininlum sail bearing capacity ol'2000 pst' SEMCO TPP 4 32o,C, DouBL-C P�.4rf .' 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 n1ph. ALL�IEADERS TO BE (2) 2X 10 NO. 2 '7/1(o 05C3 SHEArNINU - N• 11-90 o/V ALL, SLIPPOkrS w/J3j [OAA Ori. 00I Q$, ­OR BT SYP. 1-STORY: (2) 2X12 FIRST � } FLOOR AND (2) 2X10 SECOND FLOOR TPP + lac 4 -r Ru 55 ES L -7-4 0. C, o TPP4 NO. 2 OR BT SYP 2-STORY (U.O.N.) Fi B EpCrL.ASS •5H I NGL6,5 ovr.,t /S it ° NAIL W/13 - 10d coM, _ o HuRRIcANE G_iPs-- A5 No TEA R-3v INsul. ° ON AT rAG(.FFo Cf/�412r- 1/�" 0ZILIWIr (30AR0 ! 2K 4 5 PF 57005 Typl CAL HE;ADE2 C2)•2x4s SYP 5r2AP1AJ(Y - UNLESS SEMCv 7PP4e -52."o-c. OET-AIL. OF TPP4 CLIA CNAOL —/E)-10d Cu An) 07flF-fLw15F_ A161-'a /N 1/1" PRvwAL-L. ,SPECIFIC A_0 CA T/oA1_S 2x4 SPF 5ruose 14''ac, CM1N+ No+ a-) i NAIL AS N07 E4 1 rNSTA14 Low, 61Me6J5100 14G2oSS STU4 S Fo1L s 'uc[o FLUL9H - P,-II rtisuu�,rlo>v ; I Nary; AuCHoti &L.r Ai(vSr Be w1T'r},al $„ of S•I'L1C.c,o FINISH 111 WI TI 5TU4 S L-AP a#- SHAET 5141N� AtS /UorEV 2x4 P.T, 51 LI- wl I/z"x 1 D 4,6 ;,r 4 TPP4 TPP 1� x 1p+, 4,r3,'s @ 3��o l . @ 32' o,c. AND w1rN/N �" vF a�� -rimiz r_r(_LANe PIRA Jb1s7 CORM45R,5 AAI D OPEN/NCrr• U S E ov?_ FA-3 @ 24"o C 5EMco TPP4 CLIP e ,3R"o.C. 2//xz",c 1/6" wAslL�/1S MAIL w/ 6-10 d Com - - - „ 4 6L.AS ST2AP pJE I ��E:EN FL,ZS � (�M1L. VAPOq 13ARR14,< r 8 CML) 0V6,C CoMP.gGT O F/�L 3z 0,C, , NA IL /11 - Ibc/ - Cu/-A 614 UPPE+Z. ANP I W 4 Ve 1tr @ h L L_ Co R N E 0.5 LUW�+L �1uu TYPICAL HFFlD�R S`�t �P I N G, GFZApE ..�tjC� ,q/'11� hr 4' o,c, . MIN, 6” NovK , /Nro FrG, ANo /2." HOOK /Nro S4Atoil i ' I w� 114s c.oNr. • -,r mI A Ar►11NCr ~ LI 7'YP/C,4L WALL 5.EC r/UN Fl-oorz_. LEvELL Si rtAPP1NC.- Sr✓Mco TP P ' j1a G ► ',L Ib'A,(5,C 32/0x4 1 " WAS Hi S 2X4 PT $ILL- 6x10/10 wlwM Ate'• SIMPSON MAS L 2`t•'0+4, o,l 5EMco FA`5 e -2_q''0,C, CLIP. STUDS TOP AND - 1~XP Je1ar „ ZA TOM W/ TPP4's SEM[o TPP4 �3zdo.C, Z"xZ,1- 1/g~ wA-SH�rL 2" 0.C. 9"GMU s v i// w 1!l=/// /// = /// z.x4 PT- SILL 04 S+L�SEA� "x7" WEDGE j I � q vF1zr �gga'o.0 A1`Ih HORS ® 32" O.C. A,T' ALL cogLA1�+� /12" lnx�.- la/l0 wwM art 1'i15��SN / ggvo lNro _5"g ANO CONCRETE SLAB W/ 1>S K INTO Fr6-j ` /1— Y -- ERM1ESH REINF, GRADE tG II l o .. /l /�/ /J II 01 %/1 :L - - , •r - /�/ _ o ws��4 cOA�Ph�rw FI4Lr /// !- .-•` r • = N ` " � r/(� s ` t�-+ TREATED & COMPACTED FILMIL VAPOR BARRIER L. //W// ILL= //=///�// =/%/ 2# s tonal, (2) 5's CONT. 8" 1 --4" 8" z5"LAP AT CoeNF_4_5 CoN'f", SToruj - USC - t 'I-s cO'vr, U5 3 :< 5 COOT �11,� THICKENED S� `I"yp(GAL pL.TA1�. 5 EOR �+tr�TMS " ' 4 T Pl CAL F_ooT/NCS- @ G,4 -ArGE t (oa -s rnav evr�o 1 r1oAr �. 1,- Y - I cleffi-ey K. 1-I111sberg, P.E. 3015 Hartley Road, Suite $O 57oQy , Jacksonville FL 23357 0,V0 / 7-A4 ! 'Foo /A!G- aci-ra /� 3,`7 /,7 Scale: AS A)Or€p Date: Revision No.: Drawn B 17,'77 CKO `