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9th Street West 63 - 65 r J a b s _. _ _ _.--------------------- _.------ vF In ►n ` foui b• . r z I � lu JU ME3 Min C3 L—Y RE51DENCE for E f i i i j C i i i EG7AB LE at WE5T ATLANTIC BEACH -2 Aflantic Beach floncla _ RECEIVED .DE5TCONq f v of by : Inc * 41995 p f fo V D H JUN Y G�Q�P�� ATLANTIC BEAC ,� -~ 19u11_DING oPWir; of Atl�ntic Beech4-1 • city and Z�ning qJ UN 15 199 Building -- h 1 N 57 0 e- U) 1 G4 r — _---T��_ .._-----_.._----------- --�"-- -----..-._ -- --- -..__._.._—_..._._._..—._._—..._. ---_..--_...._.-- _—_......._.._------- ---------__.—� 1 _--------_-._ -------- ---------_ __-T_7--------____---------_.._...__ ------------__---------_---_--------------_- N I f j , ,j 2 �t41 I 8, m 1 - ; 2500 P'51 CONCRETE w/ I n v 1 I I i i l i i i fIBERMESH OVER COMPACTED, TREATED 501L G MIL V15QUEEN z t i I I 1 i b i 1 I �_— -- _� i N I ------------ --------------------------- < ------------- -_ < I I t'9D lutuI SLA$ AREA G.. O 1 I 1451 sal ft I I 1 1 f I I J IS 1/2 to 112 I I f 33 I/2� I I I Ap — I I z II ,----_----_..__._..___----....—_._... 0 1L------------_--------------_ _ HVAC PAD m ❑ # ] —�_--- __ - _-- -------� ,----._._._._ ------ --— —---—---—------ -- I Z — -------_.------- I I -- ._.___._---------__--......_._.--- �4-3t° t;2� 1- — 1� I u- 16'4 112 16'7 1/2 5'8 t 6`4 _ 55' j. � z 1 -- ex4frsilt wl1121x 10' #l2"x 7"4Ve4k3e Ddad 8 anchor Wts 321 OCor ' CHOW A bolts @ 32" CSG ��,- mud sill arty 24" taeta►1 a f3eta►1 a 1"hwke sec!Saab �lDt3 Washers 20"x 12" monottthtc +� i 12`}( 1 bfoc�tt Col t.ngs W/�2 #iE5 r * - - CQ I rt ..... 7htcl d foc ting �� 1 R aA I' 4 vw 2 - #5 CONT. + 1 -#5 Rebar _-_ — -- -J ----- _ ._ _._._. --. FOUNDATION 5LAB - i 4 I „ I Stelar"Is nailed at5 c�+o 4.G. 2717 edges a�td . � f � � 12*Q.C. on+n 4#44 511�p�W Wt'l h ad l�. M I CUA!�8 1916 1/2 14'10 227 112 11'6 34 5'9 112 16'10 1�0 man�O.C. was 6d V- G � - _ ----____.----_-_...____----- _.._.__---- _..__..----- _ __ - _ -_- - _ _ ___ ---___-_ --_--_ ` 6808 3050 // I X X111\ X III \ r. w3G12 wR12;. •w3012'+ w34W -. Sloped etno+�ac eau zap i �I e�evsosc Cet! /// I W 5310 c" Ceding GREAT ROOM �' j z I , \ f l ! � i ! I �\ ► 21'I f x 13`4 GARAGEKITCME I 19'2x 10'10 _:.... 71 a� I(Y CEILING \ 2ISO -------------- 54 I/2 I'11 14'5 i I t Q •- �' cn� y -.T-_, 1 314-- ---416 Q'GEtUNG m N , 1 I � 4'2--�-----��--3'10�VAUL1" 1'7''I�---3'9—I'I \ I - -------- ------- - ------ - 2 2668 2666 \ I - --------------------------- - `� --- - - - _-----_ - N I ! I IN g i ! BEDROOM I \ OpbomI - _...__. .-. "' MASTER BDRM rL i IQ'Sx 117 � � x `� I W - _ I51 I I2 I � I Cede tap m tu 1 BEDROOM u� �pez4av e�232 9A ! Windaw BATH I , ' � Tt�r CEILING \\ I lio � � 1� . ! VAULT ° 30613 f I'1 1 x I�'f l _`�e2z___.1�22�1_ 22 ! R11 x711 F t1 th \ 1- - MA5 T - - _ _ I PORCH 51 x 9`3 ! \\ ! _ ~ 020 1 &1 1 x47 ———— — _ ----- L \� I IL itJ { I 1 =I� 1 L._ __.._------.,._.------ _ 3050 1..._.... \ at I ynowerr. I.4 N M --� _ _ T—� -- _ --- -1 I 1 ' IL_ ---1___ _ LAVING ARTA = z I 12139ilft 2'9 1/2 "2'6 112 t l l !/2 8, i 1 t' 1/2 5'4 - 4'3 1 i2 2'4 112 9'I 1 112 58 1614 � { u •- j © © _ ; f115T FLK PLAID G3— Com W. a ----------------- ............. ...... ........... ....... ...... <_ feu, 8 ! T f a .. _ 7 0 71 OUTLET AT 421 U- GREAT ROOM GARAGE f-KJTCHEN] 150 AMP 5fRVI� 0 J ---------- ---------- .................................. ..... . ---------------- tu t 0 ECL05ET L17 ------- I 47R ' BEDROOM MA5TER 13DRM z BATH ---------- BEDKOOM 0 0- i MA5TEK BATH LAN PRS—WIRE(OPTION 7 PORCH _P_wlp CLI Q ............ ------- ------------------- 12 % li 77 : 4 =3 JU J > UVING AREA 1213 5q ft z >; - -5 ul ............ ........ .......... ....................... -- --------- ----------------------- ---------------- ..........----------------- -------- ................ ....................... -------- f .. -...._.. _ .... .____. .-._...__ _._ -.__. .. -... ..-_..___.......... .. w, ..-- ..T.__._ .�.....T.... _ ._...... .._._..._ -.___. ...... ... _ __... N 1 i ------ dla04 � m I � to C3[3 C3 C3- i j i Z HIMi ®®®® JIM �'^^ r3E3C3 ® V) 1313® t,- Lu® E j � W p 0.. � , FRONT 1 i U- LU I f � I j - -------------- sA cn T) LEFT ELEVATION 4--)1 ELEVATION ;, N % t Q c o Qu H I QW t9 0 I Q lL REAR oC 0 uj ® ® ITW H "5 i - tf) [L i RIGHT ELEVATION ,I i v ------- . --- ........... \ o _ 1 ......... . ..,....._. ......._... .,......., ..._.._.......--.._........ .....__...... ..........._.. .. _� -. -_ -.,--..._.....r .........._. ._-�w--.- _.._.w....... _ -..-... � m - r f 0 U ! w 1 I • i � � i i 1 I r , I I � I it Lu C3 E3 .............................. I PE51 DENCE for f G7A13 RIGHT U at WE5T ATLANTICBEACH Aflantic Beach , f loriciaPO PP P���NGOFF { QIPoo �v by : BE5TCON 1 n c . RECEIVED � � I JUN - 4 1998 . i ;City of Atlantic Beach .47 Building and Zoning � 4 --- _ _ _ - _. -__.: ..r _ W r -- - _ ..._,.. _ _ ........ _.._M" -..-"__._w........_.. ._- ------._-..... _.._ 57' _ —� —— T— r— --_—_— --�-- _——----—--_—_---; .7 -� ,U __- _-----_---- -_-- -___- __ _ �_-_ _� -__�-_-- _ -__ -_- --�=_- ----------_-_--_ t -- ___________________ -- -----__-_--_-_---..__-- -,- i i I 114-tZ 1 1/2"/2 _ i I I 17' 1 } ' P51 CONCISE w/ ; �A FMK , I �5'a� I I fi13F.RME-5N OVER COMPACTED, Ti�AT ] L GMIL VI5QUEEN ; --- - r—!Q� c� m 1 L------- — -----/-----------------� I a W I I I r t I II � C Q t b I O t\ m t I I j It 5tAB AREA I 1451 Sq ft � 1 1 I I I 1 10" ►v" i I i I I b — - —, I ------------ __.---_------ _ --_-- - I --I � � I! I I cn I I m M i _ --- I_ — ------------------- _.—_—__—_� � _--_—_—_---_ —_—_—_ —�—_ ;� � II I .___..---------�- � LL -liar t I 1 t HVAC PAD m } i ii IL----- I I tU j1 ; II 16'7 112 1941/2 0 j l 16 5'8 y =- oD Z 55 q 2x4 PT 51H 4112" x 104 anchar bdt� 32" � or j i Detail D D,etari B Deu'l G 'Y htG1�C17ed 51 , 1' x 7" Wedge ''-rmud 5rk1 anchors 24" Detail A bvtt!5 @ 32" IX 0C i , i wd 2"x 1W f N washers 20" x 1 AA011011thtc . '► foal V42 #5 ! ` 1 #5 t2EW. CONT. x i #5 RetwI Thickened footsng __-_- _. _ -._"_ ... FOUNDATION _ ._. ......... .. 5 A - - - - - - -- - - - -- --- - — w w N 5he"aft rtatled at 0 ox. on edges and � � in 12"O.G. co lnte111edtato gupport&w Wath 8d o N 57' fCJrnnl�n 118419 224 148 20' 56earwa#s n811ed at 4.o,on edift and m N i 12"ox. on tntv�tata suproftw o th Od ►- o i I 6'10 9'6 3'4 1 I'4 ccm'rn°n nails GIa9581ock ------...-.------ i I -- \\ I 3050 _ r I IL i � - � —__.-----._-- I \ � aoac 1I� ltweizsc e�nw7ac0 f I .. ._..•_ � I I � V C� \ ,J Sloped Cc+hn9 I I 1 I 1 Z � if GARAGE KITCMEN ; IJ�2x 1a'Ia i I ii U \ PLANT 5t1ELf ov>r : __. : r x 1 O fl 1 ---------------------------------------- ---- ------------ 'N �.._ 012 Ott - 7 v►..., I I I I 9� to \\ 19 CFIUNG MAW 5HELF OV{s 1 4 I i \ PLANT SHELF OVER 286a O !4'S I'I I 54 !/2 ------------•-•---........ ••--------- v (+f} Ul) s 2!'1 1 x I3'4 m I 1 ��• ,' I a�,.G.I1.I,w7 3' 2'G�4r6 �r4q ...._._......._-_._...-----------......,__......-_.-�..._-. I \\ - -__.___..._— — --- - --P--------__.—.---.____._.-- �— OtaB - i 268 / 3'9 17 VAULT 3'1 J `�'2 2' I _ _ _ to -. 2668 -�- a� --••-•-•--•------------------•--------- /•-•••- .. 7- T,/ cv t I MASTER BDRM N .._.}. --••••XVI 1 ' 15'1 1 x 12'1 _..IL- q. - ... _.._............._.__ OM OpWna!lavatory jIZ--yyce ---------- 1t11 TREY CEILiNf apitx+az� eizaz enn439 5EDROOM { _ I BATH o 1Mtrtdow i F = Z $068 / �2.,_....... :__ I I'1 ! x i a' a'► I x T I i VAULT Y MASTER uJ BATH PORCH --- •--•------------•--•--- ---------- /�\5' . 913 31I I x 4"7 1402 - I w I I' ------------ I / 510 ped Ceti► -_I 3450 /01 �� _ --_ _ _-� __ _ uvING AREA —- _ ————— _—— —_ _ _—_c� CU ; {_;flat Cedtng at 8'�0'�• r--_ �� - _ !�8 2'8 T 1213 5t ,n LV- I — -- _ � a k 2'6 112 2'& 164 5'8 9'5 '�2'8 43 112 5' 112 1 1'4 � ro 55 cn © cf) Q3 6) _ _ _ M RST FLOOR PLAN -- - - - - - - fo �- Co W. 944A < ` _.._..... _....._T--- .._ O OUTLET AT 42 I I 1 GARAGE iCiTGIW1EN E 150 AWSEKVice ! I I t z - �7 U- ............... r --•--- --+� } GREAT ROOM ftu oo j CL05ET MA5TER 5DR#VI; %! F- - _... I BEDROOM ` CL '+ - BEDROOM i BATH _._._...._..,.. ."CSR MAs BATH I PORCHtu -•-- LIVING AREA 1 r 1213 sRft i 1 t i i z � s :_ _ :__.._ _ _ _ . _ _ � . _ ------ _. ____ _-- _..... _---_ __. _..., ..__ _ . -.._ --_...� .._.._ .. _----_.__..- _ ____._ _ __-_._ _ .. --- i to pi u► i Mon U � C3C3mF: bo f ONO i I I I t I t I i � w >319393 i 7 LEfT ELEVATION ----------- ------------------- ................ 1 i � 1 ++!! FF (�'^ d E 4rEVATI ON i .-- ,,....__.. ._.......—.—� i ........._ .. ._....._ .._._... _,..... .___._... .....-..._ ... -. ,. ... _...._ ...._. ---- _._-�.�......1 q �l 6, in Ell � l l 0 i REAR ' � I i t� a0 uj i v i i i i t 11 U I n � j v 1 SJ] Q RIGHT ELEVATION to j ............. ---------- ...... . ................ 4J � v ............ . w. C' 3 -- I (@aNON-L=O� T D BEARING STEP DOWiv LOAD BEARING STEP DOWN IN SLAB TYPICAL HEADER STRAPPING BETWEEN FLOOR STR.APPINfG OPNG5 TO 5' LU 115E (1) TF11=41ry TOP And 5OTT OF'N65 TO 5'-1' W 115E (2) TPP4/6 TOP and OTT 16"ox. TPP4/6 AT 32' DG 2x4 STUD C� (T'fPIGAI.) - 11-lOd IN THIS AREA SEMCO TPP 4 32"o.c. ''/z' X T'WEDGE BOLT @ 32 o.c. TYI`I NOTE ADER �O �O�TS MAY ( -DO NOT NAIL THIS AREA TOP&BOTTOM w/2"x 2" x 1/8"washers 6TRAA'ING-UNLE55 6E l_OCATEO AT NOTED OTHERW15E - EITHCR 51DE OF KING IN 5PECIFIC LOG-ATION5 5TUC)5-PLATE ML6T BE CONT -- .� - - -SIMPSON CS16 STRAP, .t�G�iDR F:�OLT5 t-1t15T 44" LONG MIN., @ 32"o.c. 6E wITHIN 12' OF NAIL WITH 11-10d COM 1N _ HEADER STUDS SYSTEM 42 TRUSS OR EACH RUNS MER, STRAP FIRSTRAPAND 'r,TK 2' G OR RA QTS T1! FLOOR JOIST SECOND FLOOR WAILS. AT 24' OG -2-2X-SYP DBL PLATE • • � 2#5 s CONT. ALL HEADERS TO BE (2) 2X10 NO.2 _/I I I i A 1, I #5 CONT. R BT SYP. 1-STpR , (2) 2X 12 FIRST ` ` FLOOR AND (2) 2X10 SECOND FLOO1 11-lUd [N THIS AREA NO, 2 OR BT SYP 2-STORY (U.O N ) rJAX SC ALE: UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 FEET, IF LENGTH DOES C� EXCEED 10 FEET, ADDITIONAL SCAB 2 TYPICAL B EARMG PAD rYPI CAL 6A5t F E�149 FRAM I�Js IS REQUIRED. MONOLITHIC FOOTING Structural Notes DLOCKIN6 REGUIRED ?X4 BLOG4CiNG • 5 ET'r4EEN OUTRI66ER5 5HEATHING JOINT 2x4 OUTRIGCsE R HURRICANE CLIP 2x PT SILL ON SILL SEAL W/ 1. All laps in top plate shall boa minimum of 4' and nailed with 12 - 16d conunon nails. 4' FROM GABLE H-2.5 OR FauAL 0 4a' o.c. 1/2"x 10" ANCHOR BOLT rA 32" o.c., END ` `o -tB O.G. 2" x 2"x 1/8" WASHER. 2. All sheanvalls shall be nailed at 3"or 6"o.c. as noted on all edges aald 12"o.c. intemiediate 1/16' STRUCTURAL \. 2x4 BARE with 8d commons (U.O.N.). Block all unsupported edges wish 2x4 flatwisc blocking. ROOF SHEATHING�. ��- s' /� RAFTER eoNT. Sheanvalls shalt be 15/32"CDX or 7/16" OSIS. SHINGLE STRIP I `['pp4/6 32" ox. TOP&BOTTOM 3. All gable ends shall be balloon framed or framed per typical detail. FASCIA 2x4 X-B E 4. Strap leader studs to double plate with Setnco TPP6/4 at tach end of header and nail with f • 810' OC \ TOP CHORD OF / 1 GADLE END TRU55 cight(8) - 10d common nails(U.0-N.). PymI DROP � 6x6 10/10 WWM OR F1J3ERMESH - 5. Header studs and header cripples should be nailed Together at 6"o-c. n/16d staggered. Clip CSG I "'�'� conk- 2x4 SCAB unit to shoe plate with one (1) Semco TPP6/4 clips and nail with eight (8) - I Od conunon P�a�'� 2x4 5CAB ( � FROM TOP TO SEE FOUNDATION PAGE FOR 4� �� CONT. TOP O O l i BOTTOM CHORD BOTTOM • X-BRACING o0 ? nails (U.O.N.). FOOTING SIZE AND AMOUNT OF REBAR. OP Ot, _ CHORD (PROVIDE* 6. All window and door components must withstand a 100 MPH wind load. �C • _ O FROM GA ADDITIONAL 2x4'e ` I AT VERTICAL IF m ' WELL COMPACTED FILL 7. All connectors are SEMCO or equal (U.O.N.). 3) 12cE NAILS I NIGHER THAN 4a', I TYPICAL A7 TO FORM AN 'L' ? ; 8. Footing design is based on a minimum soil capacity of 2000 psf. This should be verified byx-E3RacING I 5HAPE) ` ;+ I 2x4 5CA13 IF Y2u Ss ro • ` 0 29 5's CONT W/MIN. 25" the contractor. ' 9. Wind design based on section 1606, SBCCI 1994. r NOT 11JEB N j u �� 4 NOT PRE SEN dbUdlE P4AT�. �' � OVEREAT' AT CORNER e- 1EV o.cCOM BOTTOM CHORD OF GADLE END TRUSS SINGLE STORY WALLS USE e 2x4 aLacKIN� • CONT.2x4x6' 82 5rP — ,_ TWO STORY WALLS USE a ° • iia' O.G. BETWEEN N _~ (2) 2x4 TOP PLATE 20" x 12" MONOLOTHIC FOOTING � ,T 20 x I6 MONOLITHIC FOOTING t=4 S GABLE AND FIRST LATER is 8 o.G 16, OC D3 ' 5777 2 "= I '-o" W/ 2# 5's CONT. W/3# 5's CONT. vn f TR1.155 PFE6WALL _3 WALL SECTION - STUCCO r(ETYP,C:AL IN`T'ERIOR BEARING WALL SECTION - BRICK VENEER RAFTER FRAMING FIBERGLASS Sk[INGLES OVER - #15 FELT ON 15/32" CDX OR 7/16" CLIP STUD TO SILL W/SEMCO TPP4 @ FIBERGLASS Sl{INGLES OVER OSB NAILED AT G" o.c. ON ALL 32"o.c. or HCPLL./LR 16" ac. #15 FELT ON 15/32" COX OR 7/I6" EDGES AND SUPPORTS. NAIL @ SST- MTS 12 CLIPOSB NAILED AT 6"o.c- ON ALL W/8d COM OR 8d RING SHANK EDGES AND SUPPORTS. NAIL W/8d COM OR 8d RING SHANK 2x4 ROOF TRUSSES @ 24" ox. STUD a 24" o.c. 2x4 ROOF TRUSSES 671 24" o.c- HURRICANE CLIP ON EACH ALIGN W/RAFTER TRUSS (SEE CONNECTION HURRICANE CLIP ON EACH CHART) TRUSS(SEL, CONNECTION BEARING TRUSS CHART) (2) 2x DOUBLE PLATE NAIL STUD TO CJ W/6-12d COM SYP W/ SEMCO TPP4 OR ALT: CLIP TO DBL PLATE (2) 2x DOUBI,E PLA'T'E TPP6 a 32" ox. NAIL W/8-10d 4 - 16 D COM (MIN) W/LSTA 18 STRAP 2-2x4 DBL. PLATE SYP SYP W/ SEMCO TPP4 OR COMMON NAILS. RAFTER TO C. J.\ / TPP6 (c 32" o.c. NAIL W/8-10d 50 DEGREE MIN. 7/16" OSB SHEATHING, SST-MTS 12 CLIP NAILED AS NOTED ON BRICK VENEER W/22 GA FLOOR PLAN. INSTALLED WALLS TIES AT 16" o.c. LONG DIMENSION .IP STUD TO DBL PLATE W/SENICO TPP4 cl 32" o.c. VERTICALLY AND 32" o.c. ACROSS STUDS AND HORIZONTALLY COVERED W/STUCCO 2 x 6 STUDS @ 16" o.c. SEMCO TPP4 @ 32"ox, CLIP CEILING JOIST TO DBI 7/I6" OSB SHEATHING FINISH1 /2" DRYWALL or HCPLULR @ 6"o c. PLATE W/HCPLL CLIA NAILED AS NOTED ON 2x SPF STUDS « 16" o.c FLOOR PLAN- MIN. NO. 2 (U.O.N.) SEMCO TPP 4(jr`. 32"o.c. I TOP& BOTTOM FINISH 1/2" DRYWALL THICKENED EDGE FOOTING 2x SPF STUDS s 16" o.c. MIN. NO. 2 (U.O.N.) 1/2" x 7" WEDGE BOLTS u 32" o.c. W/2" x 2" x 1/8" '6x6 10/10 WWM OR FLBERME SH '(T YPICAL� WASHERS 2x P.T. SILL W/SEMCO TPP4 OR'TPP6 @ 32" o.c., ALSO 2x P.T. SILL W/SEMCO 1/2"x 10" ANCHOR BOLTS @ 32" TPP4 OR TPP6(rr 32" o.c., ALSO o.c. AND WITHIN G" OF 1/2" x 10" ANCHOR BOLTS @ 32" OPENINGS. W/2"x2"x 1/8" WASHERS o.c. AND WITHIN 6"OF r, �;v I W - — OPENINGS. W/2"x2"x1/8" WASHERS 81, CMU STEMWALL W/ 144 =' . i TY P I CAL DETAILS 1 #5 CONT- SINGLE STORYM x 16" I 8" CMU STEMWALL W/ 1 #4 „ r / THICKENED FOOTING • • VERTICAL AT 48" o.c. AND ALL �� VERTICAL AT 48 o.c. AND ALL / W/2#5's CONT. CORNERS v CONC. SLAB OVER CORNERS l G MIL VAPOR BARRIER f' " CONC. SLAB OVER Jeffrey K. Hulsberg, P.E. n a„ 4" ` / G MIL VAPOR BARRIER 3015 Hartley Rd., Suite 10 ' OVER COMPACTED FILL - �-- OVER COMPACTED FILL Jacksonville, FL 32257 10" ,x 20" CONC. FOOTING /V 10"x 20" CONC. FOOTING // �� 904 886-2401 TWO STORY-It-" x 2U" I �' nns I W/2 45's CONTINOUS W/2 #5's CONTINOUS l (3 #5's FOR 2 -STORY) f (3 #5's FOR 2-STORY) Date: 1/1�/�7 THICKENED FOOTING I W/3#5's CONT. 4 Revision No.: Drawn B : DJzK JKN Page# T 4 (@aN ON-LOAD BEARING STEP DOW LOAD BEARING* DOWN IN SLAB TYPICAL HEADER STRAPPING BETWEEN FLOOR STRAPPING _N_ E OPNG5 TO 5' W UBE (1) TPP4i(b TOP And DOTT Of', G5 TO b'-T W UBE (2) TPP4i6 TOP and eorT TPP4/9) AT 32' Or,2x4 STUD @ 16"o-c. - 11-10d 1N THIS AREA (T'r"PIGAL) SEMICO TPP 4 @ 32"o.c. ''h" X T'WEDGE BOLT @ 32 o.c. TYPIC:AL HEEAPER ANCA OR 50L.T5 MAY I TOP,&BOTTOM w/2"x 2" x 1/8"washers 6TR AWiW-*-UNL.E8S 5F- LOCATEID AT -DO NOT NAIL THIS AREA NOTED OTHERW15E EITHER 51PE OF KIHG IN SPECIFIC LOCATION$ 5TuD5-PLATE ML$T FE CONT -SIMPSON CS16 STRAP, DOL T5 I~1U5T 44"LONG MIN., @ 32"o.c. j -- ESE WITHIN 12' OF NAIL WITH 11-IUd COM IN - HE:.DER 5TuDS EACH MEMBER, STRAP SYSTEM 42 TRUSS OR RUNS BETWEEN FIRST AND - 4 � I•,'AIO' ANCHOR 5LT5 TH FLOOR JOIST SECOND FLOOR WALLS. 4" 4- 1 AT 32' OC OR FA-3 • AT 24' OG z#5's CONT. -2 -2X-SYP DBL PLATE g; pL L HEADERS TO BE (2) 2X 10 NO.2 1 #5 CONT. I µ` 1 4 I ORB I BT SYP. 1-5TORY: (2) 2X12 FIRST 16 ` FLOOR AND (2) 2X10 SECOND FLOOR I1-10d IN THIS AREA NO. 2 OR BT SYP 2-SWKY (U.0 N ) 12' I', x Sc �r " t , - o UNBRACED LENGTH O -BRACING Q NOT EXCEED 10 FEET, IF LENGTH DOES U EXCEED 10 FEET, ADDITIONAL SCAB 2 TYPICAL BEARING PAD YPI CAL (7,481,f ENO FRAM ItJr IS REQUIRED. MONOLITHIC FOOTING QQ � 11 Structural Notes t3LfJGKIN6 Rl=C1tJ1REr7 2x4 BLOGCI'JG • ETTHEEN MTR166ER5 5NEAT14ING JOINT 2x4 OUTRIGGER HURRICANE CLIP 2x PT SILL ON SILL SEAL W/ 1. All laps in top plate shall be a minimum of 4' and nailed with 12 - 16d common nails. a' FROM F��BLI; H-2S OR EQUAL Ery �-` ° 45' O.G. 1/1*,—* 48. O.G. 1/2" x lU" ANCHOR BOLT(e�i) 32" o.c., 2. All shcanvalls shall be nailed at 3"or 6"o.c, as noted on all edges and 12"o.c- intermediate 1/16' STRUCTURAL 2" x 2".N 1/8" WASHER. wn ith 8d conuons (U.O,_N 1. Block all unsupported edges witll 2x4 flatwise blocking. ROOF SHEATHING /' � Z­2x4 R CONT. Sheanvalls shall be 15/32" CDX or 7/16" OSB. SHINGLE STRIP I TPP4/6 r1 32"o-c. TOP&.BOTTOM 3. All gable ends shall be balloon framed or framed per typical detail. I FA5CIA 4. Strap header studs to double plate with Sclnco TPP6/4 at each end of header and nail with zx4 x-B E • 8�m' o.G - TOP CHORD R eight(8) - 10d common nails (U.O.N.). I� GABLE END TRUSS DROP 3 Irl' 5. Header studs and header cripples should be nailed iogether at 6"o.c. Nr/16d staggered, Clip P�y � ,j,-w 6x6 10/10 WWM OR FIBERIVIESN-- �4 unit to shoe plate with one (1) Semco TPP6/4 clips and nail with eight (8) - 10d conur1o11 C� CONT. 2x4 SCAB 2x4 SCAB { ��� FRC�ht TOP TO SEE FOUNDATION PAGE FOR p� � CONT. TOP O { BOT CHORD ? �• nails (U.O.N.). FOOTING SIZE AND AN40UNT OF4REBAR. QP-4p�,� BOrrOtt to ti C CHORD • (PROVIDE ' 6. All window and door components must withstand a 100 MPH wind load. O�� FROM GA �' ADDITIONAL 2x4'e ° 7. All connectors are SEMCO or equal (U.O.N.). I AT VERTICAL IF % WELL COMPACTED FILL �) 12d NAILS { HIGHER THAN 4B', I 8. Footing design is based on a minimum soil capacity of 2000 psf. This should be verified by TYPICAL A7 TO FOf�l1 AN 'L' a ? { 5HAPE)the contractor. X-BRACING 1 I 2x4 Scae IF • �.0 2# 5's CONT W/MIN. 25" �VERT. WEB15 job ►,{►.�� TRuss 70 9. Wind design based on section 1606, SBC CI 1994. j { NOT PRESEN �u8 o G4ATC `y/►� OVERLAP AT CORNER C.nM BOTTOM CHORD OF / GABLE END TFZ15s SINGLE STORY WALLS USE I TWO STORY WALLS USE r p ♦ 2114 BLOCKING • C.ONT. 2x4x0' 12 SYP ���- (2) 2x4 TOP PLATE 20" x 12" MONOLOTHIC FOOTINGIL-4-11k, L -11 20" x 16" MONOLITHIC FOOTING 4a' O.G. BETUJEEN LATERAL BRACE 2x4 5TUDS • �!/2## 5'S CONT. 4, GABLE AND FIRST � 48' O� IF,' O.C. 5c,�E: i ,�= I '-v" W/3# 5's CONT, V/41f TRU55 7 . , 3WALL SECTION - STUCCO TYPICAL RAFTER FRAMING TINTERIOR ]BEARING WALL LWALL SECTION - BRICK VENEER FIBERGLASS SHINGLES OVER #15 FELT ON 15/32" CDX OR 7/16" CLIP STUD TO SILL W/SEMCO TPP4 @ FIBERGLASS SHINGLES OVER 32"o.c. or HCPLULR @ 16"o c #15 FELT ON 15/32" COX OR 7/16" OSB NAILED AT 6"EDGES AND SUPPORTS. NAIL ON ALL SST- MTS 12 CLIP _F ,a �1f. OSB NAILED AT 6" o.c. ON ALL W/8d COM OR 8d RING SHANK rG EDGES AND SUPPORTS, NAIL W/8d COM OR 8d RING SHANK 2x4 ROOF TRUSSESn, 24"o.c. STUD r7 24" o c. 2x4 ROOF TRUSSES Ian 24" o.c. HURRICANE CLIP ON EACH ALIGN W/RAFTER TRUSS (SEE CONNECTION I _ HURRICANE CLIP ON EACH CHART) (� EARING TRUSS T-RUSS (SEE CONNECTION CHART) (2) 2xDOUI3LE PLATE NAIL STUD TO CJ w'/6-12d conA � SYP W/ SEMCO TPP4 OR ALT: CLIP TO DBL PLATE (2) 2x _DOUBLE PLATE TPP6 a 32" ox- NAIL W/8-10d W/LSTA 18 STRAP 2 -2x4 DBL. ['LATE SYP , SYP W/ SEMCO TPP4 OR 4 - 16 D COM(MIN) COMMON NAILS. RAFTER TO C. J. TPP6 « 32" o.c. NAIL W/8-10d 50 DEGREE MIN. 7/16" OSB SHEATHING, SST-MTS 12 CLIP NAILED AS NOTED ON BRICK VENEER W/22 GA FLOOR PLAN. INSTALLED / WALLS TIES AT 16" o.c. LONG DIMENSION A--CLIP STUD TO DBL PLATE W/SEMCO TPP4 @ 32"o.c. VERTICALLY AND 32" ox. ACROSS STUDS AND HORIZONTALLY COVERED W/STUCCO 2 x 6 STUDS @ 16" o.c. SEMCO TPP4 @ 32"o.c. CLIP CEILING JOIST TO DB or HCPLULR @ 6"o c. 7/16" 05S SHEATHING FINISH I/2 DRYWALL PLATE W/HCPLL CLIPS NAILED AS NOTED ON 2x SPF STUDS (7 16" ox FLOOR PLAN. MIN. NO. 2 (U.O.N.) SEMCO TPP 4(rt 32"o.c. I TOP&BOTTOM FINISH 1/2" DRYWALL THICKENED EDGE FOU'rIN 2x SPF STUDS a 1G"o.e. MIN. NO. 2 (U.O.N.) 1/21' .x 7" WEDGE BOLTS u 32" ox, W/z" s 2" x 1/8" '6x6 10/10 WWM OR FIBERMESH -(TYPICAL, WASHERS 2.r- P.T. SILL W/SEMCO TPP4 OR TPP6 r71 32" o.c., ALSO 2x P.T. SILL W/SEMCO 1/2" x 10" ANCHOR BOLTS a 32" TPP4 OR TPP6 rr 32" o.c., ALSO ox. AND WITHIN 6" OF 1/2" .x 10" ANCHOR BOLTS @ 32" OPENINGS, W/2"x2"x1/8" WASHERS DII o.c. AND WITHIN 6"OF OPENINGS. W/2"x2"xl/8" WASHERS 1 #5 CONT. ' SINGLE STORYIV x 16" I 8" CMU STEMWALL W/ 1 #4 �" CMU srI MWALL w/ 1 #4 �� TYPICAL DETAILS THICKENED FOOTING • • VERTICAL AT 48"o.c. AND ALL VERTICAL AT 48"a.c. AND ALL " CONC. SLAB OVER CORNERS _ - -- I-- G W/2# 5's CONT. I CORNERS G MIL VAPOR BARRIER CONC. SLAB OVER Jeffrey K. Hulsberg, P.E. _a - 6 MIL VAPOR BARRIER 3015 Hartle Rd., Suite 10 / / OVER COMPACTED FILL Jacksonville, FL 3225'7 10",x 20CONC. FOOTING ii' / / OVER COMPACTED FILL 0 I errs I W/2#5's CONTINOUS lU' x 2U" CONC. FOOTING TWO STORY 1 x 2 ' W/2 #5's CONTINOUS j �� 904 886-2401 J (3 #5's FOR 2 -STORY) �. (3 #5's FOR 2-STORY --- THICKENED FOOTING I t � � � Scale:3/4"=l'-o" u.o• Date: 1/9/97 W/3#5's CONT. / / o Revision No.: Drawn By: D✓AI Jct+