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325 Country Club Ln new home dwg 0 • , 48' MIN. METAL FENCE POSTS DRIVEN t BARRIER SHALL BE CONTINUOUS P.T. 2x4 POST INTO GROUND A MIN. OF 2'-0' WHERE GROUPS OF TREES OR A e 8' 0C MAX. WOVEN WIRE FENCE �J L— • TREELINE ARE TO BE PROTECTED. (MIN. 14 GAUGE; 6- MAX. f0 O.C. MESH SPACING) (AfAX) FILTER CLOTH { MIRAFl, POLYFlITER X • DR APPROVED EQUAL ) 2x4 TOP RAIL 0 MESH FENCING ���J•� G P��?� EXISTING TREE V / T0'REMAIN �� ��lE9fu � ��.uGsr��• -. ,/P.tc. ,p�'�/'F.Co,�%'iil�i 3' SAFETY DRAINAGE ` TREFILTNCH / 2x4 TOP RAI COPOLYMER BARRIER b Vit. " Lir�� �7 263 •S�` a FENCING WITH WIRE / �/�D / zTDO NOT STORE TIES TO POSTS / //ftif, ��..,,//1/�QU•.,� �ir.�J` 6 �,� Ste • MATERIALS IN tip �G/y ♦ THIS AREA V'l o of �?' ►_._ EXISTING GRADE BACKFILL TRENCH WI1N � II II EARTH AFTER PLACING CONSTIgUCAOIV { cu B' MAXIMUM #3 REBAR l 5oX OF DRIPLINE L FILTER CLOTH AF:FA `� R �. j BETWEEN POSTS POST (TYP) —OR 12'-0' MINIMUM 'I �o� is TREE PROTECTION DETAIL CONSTRUCTION SPECIFICATIONS v C4NSTR TI THE TREE PROTECTION BARRICADE SHALL BE AT LEAS` 3 FEET HIGH, THE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES O 1 /�!J'1/Op T D ✓ d /� BARRIER SHALL CONSIST OF EITHER A WOOD FENCE WITH 2x4 POSTS PLACED 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE-OF W1RE TIES J 8 FEET APART, WITH A 2x4 MINIMUM TOP RAIL, OR A TEMPORARY WIRE MESH SPACED EVERY 24 x 248. -� OR OTHER SIMILAR BARRIER WHICH WILL LIMIT ACCESS TO THE PROTECTED AREA, 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT a rT�G LD?-�jA /�Z�-� �4'� THE BARRICADE SHALL BE AT LEAST 1 FOOT IN DIAMETER FOR EACH INCH OF CONTROL PLAN PRIOR TO BEGINNING of CONSTRucnoN To CONTROL SEDIMENT. I / TRUNK DIAMETER. FOR TREES LESS THAN 12' DBN, THE MINIMUM BARRICADE 4, SILT FENCES TO BE MAINTAINED AND CLEANE15 AS NECESSARY TO MAINTAIN IN i /•Neol�pr V1D(Jf ���� ,S'd, 8' Ste. SHALL BE PLACED AT LEAST 6 FEET AWAY -FROM THE BASE OF THE TREE. FUNCTIONAL CONDITION. Q , TREE BARRICADE APPROVALS OBTAIN CITY APPROVAL OF THE TREE BARRICADE 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION /�E/C1�/dC�•� l7 /�! Zd3'� � WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. ; 4 r4 SPECIAL CARE TO BE PROVIDED TO FILTER FENCE _ , PROTECT ALL EXISTING TREES FROM IAI 8 ° 14 r I .. DAMAGE DURING CONSTRUCTION ,� o,T' •r e XoetvGo' 4r ,�"�'4e Vo4 ,1�►XA1A1�9. 7*X o , r' � � Q CC to V D 4) 4 r .� > � ;, Q, � 011 -0 � A .' J • V i J o z y o 1 g r • y �• -2 Lot CoverageGo .� t " Sheet Index.,e o 7we or Ax!5rw .5Q7- -,a"r, o � v . o¢ .SryG���` Q��GrC/l�Tf o.+r� %v T�9L LoT f�f��`A /7 2G.� 5•�. �'7• XIS7= �s1 eAICe- / 12? .�re o wPA 4964 . -1jT 7z �•fr, �fq��9��� �'oa .gym, �'T• T�6 z�2. t3 ��V�Tiows �, �T,��.�1 ,���C . ,pis• �� «��r� i y�, �°f� 2� •�ov• pg?�o �f�9 ,�,g��f ��� r� //sit• ��l��rv�e�,� �. �,�.��► ���w 97 � ,��' Y�,cr��,uc� /$ , , 3/lc�S�, r4 .�GJ�� ---- � -- �� ,• ,�.�C.t��`lv,¢�, � � C�/�car 2 , 7 mac. ��,u d CSE�• Mom;- , c.,v�• Uvir ' _ �o Z-�►4 C a-T Ca v�,Q,o,� ,S;� S' �' -�Q��r� c,'ya u t� /,v�o 2 S //.3►' a e l t�T� � � 7� CD A 01 V L N = . •>40 1 C 19k i°,Qd a H v� v b g . 3Z •, �, 3 .o 0 - HOMES , INC . C.ONTRACTOR : 4a ooe� r - - A C 7��.r- �,,ZZ•I G /�, OFFICE • _ � C P ' //S.G10 � G�/ S' 1�fi /G!�►ei,�,�G3•�y�p,Gt, ., •r S� 3 2015 .. 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Zoo.S�.�r• 7ne, AACA oli A to v Af7ro-ljl1 Z# • Ago SQ. .,:r, I Y 14771e, .4Ar* 6�geA Alc .4geA - SpP. r-etwx 174?osw,,op El I �� ' iso -3.�.� �r• o� .�� r I 0A op STIP eo RoofPlan - .� - OFFICE COPY SHEET ON, Bs T pfr. 5:a A r J i, 4 0 9047303226 Ava Engineering 08:44:13 a.m. 04-11-2014 1/2 WOOD FRAME CONSTRUCTION i CODE COMPLIANT T WINDOW IN5TALLATiON METHOD (FBC-8103.8) ll tUEATHER RE51TIVE BARRIER(WR5)APPLIEp PRiOR TO THE WINDOW INSTALLATiON. A- 1-� � � FLASHING APPLIED QZES THEMOUNTING FLANGE.FAC.F OF THE MOUNTFLANGE. — h '. 5TH _CTION A s f dW WATER 6WWDWG FA9HlCN TNRO�Yshl Wu¢tOW JAM HE Ck4SE OF T1+@ WgLl iT TI[IOPRIOW,TOLIJARD5 WJ rs-C TOP,INSTALL TNR UM TO TbAff PAGE Q TME V 91»EATHNrx p SEALANT BEAD G1 O 7�0E1SD +'•l 9EHND FIdWTwi 52E. R.IIPt✓<•E • 0 c AT MAM OF Wp'iDOW r� FLANGE TO 14EAJi 0!'ACTIN JAMS.APPLY A SEAL TWE W11=41 FRAME TO OP94WL barT15 C"IFRI�E WAP TO LEAVING r l►i'T81moRl%OF TWE DIA. .aTTWE BACK C n+LDINE _ (7)21 GAP& WITH ANY PPE-FLNCIED HOLES OR SLOTS. T••— _�- Q SET WXX W IL1kY3 I-AN WF.= SCF}f118 TO FACILITATE FLA5HNG� •(1 j dN.tiPECTfCf'l ®JAMES FLASW)Wa �SEAArL,A�W BEAD BETWt:N } v I ®AF f�Y JAMS FL.LwsN a APPY CONT.SEAL TO TM t'{CI O*4 tLAgGE*AT AAaING AND t1CRMbNG R.ANC� . p V ®AT L�AO GF SEALANTEMBEDJAMS FLA-4144W3 INTO rSE.ISt..I NT AND ° w w IN PLACF-(q_AS441Ws GOES OVeR WCALANTX a •� .a 3 P@fJ•fOrY PMVK1ILL1'APPLIED nAT OVER W A0 FLAS96�Y I <• 'Ly J APPLY HSU%1EATWW.*TAPE ovER DIAGCNAL clrr--SEE J DIfIGRAtt, SECURE WRB +' AT HEAD U N to g 1- ' - aupper and side shingles overlap flangeFLASHING DETALS a ; 0HEA17 FLAsHiw. and are set in asphalt plastic cement ZMED INMOrt OF TW WAD •O ° C� ,� FLLSW*0 AdAAMT TM PREVIOUSLY ♦ •r ,/ I \ I APPLISEALANT(VLA"Wa GOES � ^' r OVER•,��lLA A EX040 HEAD ►+ •n s: ED FLAbHIN[i atyYCN0 EACW td'19 q ASWW2 rasTWr Ir PLY v z z0 2 6•v• GA�v•/f?�TRcrx .. , A 1.11: 2. 1 NG A C� JAMS FL 5N • O U 1ZI pp nN�ro I cq �G A e>nva�.tame tL�LSN / O CJ A �' r � avSRLAP SILL FLrs:++r� tuac Tar OF JAMS FL-A�d" THE RAP •• . �+ .NEE D IAG RIJi t / a� ° I� .•. AT LEAD aF T>JE 1 � AN T ,�'JT / SEA +� CS •.r i 1 U � :: :::::::: � w O \ i .� 3 I � w .� ° t U 5 FLASHFNG n.l. �i i� O d1 O O SNF 1 AND ADJL43T WMDOY!TO ACNIQVE SOlt4FtE w ° a cam mck ION 6 04 V PiLF1D AND LEVEL tLSE GOIar.�U' 2' G T FASTEN YJ FfR STANT FASTEN. NDOW3 _ IaE31 ::: l T W11i�OW G r A Ga dIr . :: s i l I l/•:.•: W' 1 :.:•. • :::•:.. TNX •: E �9G N � u 5 5 AN7 1/ T G art �R� �T U1FAT I :•1: l A rER a. r• Rid '.-• ( I Citi T►Z• :•: Y _ 1 aT A i'1 OeCraEL'-ANr,N,E, ... TRA 1� :i• 1 _YF� OrN A AGCl1AL. GETtTL D•�CR D APS •:L'� :'::•' T �I LFr AND ..TH>: J THE nAxetlER I OP OF T IDC# ..:•::.. 7OP C.OFasNEFS AND CENTER TO TM ExTERtCxa �•'.1.,11:1.••`-�• ... I ••1. .::•::.. / AC$JL90VE. WIa6 ::.:... VIEW INTERIOR E M • r r 70P LEFT GOr�J6R OF W DOW .. z . A ✓ r � G �A A NOTES: E 6 ./LIT U r e m n self-adhesive 1R.•4 85 a f-8dh8S WId9 tT h• ero'bla h m t0 tie tl type sill an flashing s - A 9 r d 2'+'an r to at least d ai window, us to face of wt6 cave sill , 2 � slopedsurface . (optional) fire shall dtisd water to the exterior over sill flashing . 3. g window wilt sin wln :•:� silt piste 4. Insial)ttashing around remaining •,�. :�,` '� t;:;:='='��'��� -,::=:;:•:; , !' tfi r e barrier to form water shedding la •' • !� � � �. we8 a resistiv g ps ::•.;,:"'� ''•:••:. r :=1 II-A 1(16rAl, AP5 Z4"" FZA�lAj6r SQeriatB N SILL PAN FLASHING weather resistive .�! banter NTS (optional) 23,4 wallshaathing Lower part of flange - overlaps lower shingles t� b �N Prepared bg 50AF First Coaat GhOpter 9-1 T-2013 a a M C� w ! t I ai 00 • N 00 Courtesy of Asphalt Roofing Manufacturers Association (ARMA) `q CCq ° t ✓/B'D fww.�.■..■I..wl■. rrwr.rr�..rrl�����r��. 1 0 � �Q1 s, Plu bang Vent Flashing Detail Asphalt ShinglesWIWI` YM - • Underlayment _ Valley centerline H •fes :3�' Valley centerline j - Chalk lines diverge ate+ Valley flashing 36"wide oll roofingOUT No fasteners within 718" per foot ;a� a (50 lb. orpeavier)13 Ke. 6"of centerline :;i{� }•: .r•::'.�,tiff..: :;i:•:4 •:-{: --f. f.�:fr•}lf•r •-}::f•.:•ter�`•� 210 top lap r�.�•��sr •'r ,� •, �ti Extra fastener in �.�:�;f;:tiC}: •fi..rr yr - �r • �, end of shingle Asphalt P t _ Underlay nt :•: :r::: rr::::•::{:{r :. cement : Extend end shingle at —Clipped corner f,~`ti'` least 12" beyond TEr4lP ,R1lY 1+liWE tJt}T>OR t1.�F' ttiSi '�•FIJOJi AT itr��,ShiN01.Et .fX:. Valle centerline �J �OtE TyyN .yfr•,,l� '.. Y F7t� E>� PER F+�� i�i5liRiaC <>, 2,,F�• r•�.. .:L.: s �n .Y+•+Y J :A r CUF B W3 5Hpli T13 I.E11'l . 1� fr/'N Asphalt s c PLUMB AM souw DOOR 1V M'AM1 - �"d' vI• .:•4 t� 1•r ��.v !s4. ..:vSn .,. ....;• Clipped z �ic'v:moi:•. -L :.h r. e :ti...:.•. a comer .k. •vL. ..x •-Y• RF f' a ti. M M r is a' YC-.a •'rW N. •ill. r .'> T }ti• K' A 4 ':Y .akri .f Q. t� .r 2, s .Wr : Y ��•• }' CL.' y p.. Ty' •.�^Pvi q 7.: . k ♦h. a. T t 1 e h iY .'2•X+'� ,y. :r :t c< .fit :!''�::':}}'tiff.:•: .,o.� -. ... .- .. .. .:.o. ...• .<,. ..:. ..,, •:tiff•:•:•:•':.::�}• a •� _ fi 4 R'^ M. .0• :,ate•: ,x r.: C a 'Exi r `s x• .2 y oaf :•,�.. l' ,<x• -wro •S Y 4• ih s y.• }- C r •:f'f. :v .ti•:•:••• i� Y sk•' (:Lin•. } k.r : S <. fs r ! h tiff:ff •;i.. F � al: wv •'j�::•: � J a;. .y / Z > .p: t.' far Li r Ln' s ' - v Y•a. s rr. r •f I, A X'. t r.. r:• r .w h x > G •n.yyr f ;rr A. Y `4 { V is h' > 4 Y• a j.. 2 ^4 k: <.K:Y •= a 4x .rk•:•> r :-:titin'• :.Y 01 13 E10 I ... .... ....09 r:� I� •r 1 1k 1 in e •n les trimmed e dt ch a E nd s h 1 k � 9 r� f i I :•fes • f cement e n t i ho 'n 3 wd t c� K. o � •a�oo�ru, and set t 1 nl�, r�olH cr�r a �r HEJ11D FLAP .�+0 3 do e FLdLs1 tl�0+it{ r�i tIv :;.: K G` ROtI C► 1HW T :r.' OUT ta�i8 MATH 'E ; : Cr DQO�i fro fR�YI+� Tia t�8 8C11�Mta t�oott sty 1 : a 1EX1�TDtNG tf� �480'l+1: DOOR Rr�Ut�f a W,� AL R1 WWq MSL BE MF MHEARNO AM REM �iIFQ01TH .AM FLAT 1Mi TH A d--ROLLM Asphalt Roafin Manufacturers Association(ARMA) Shingles trimmed Z' back EXT RiOR DOOR FLASHING Courtesy or P g ��from valley centerline • Det'aiIValleyFlashingDetail V Iley Flashin Detail Exterior Door Flashing _ g _ VV 7711 OFFICE FlashingDetails LA SHEET • t O CS J a Electrical Notes: Electrical Fixture Schedule Ale 4e:ne 0 Aee Zreee 7weAz z9v-rz.&Z' .4Ae Acle zlpZea aA'o VA'vt 4&e r A&r, Fo Al-re.0 Ali./e�� �r.11.0ellpcl el-aelews A; Ael,;Ue 4VP16075C V A/Oy 40 C— \�tj j-;R.4 cnoA- Itt 12 .5"1 A0 r;r,4 15-440v'a 45el r1A g6vexd y e";40..reAV'4 C j6j*-.s477 2v ool 444 Wtv -OR 010' 7heg 1&dW,,4A) 7:OjEee 40A.41y xA00'1_rC*1 C.10e)c ZA440 U0 = ,Cc 0 0 old La 0) 0 6 p q� cc) 08 wtol U r- PO WIP/ voly - 0 '000. f A r--r-_ LJ LJ 4v. AYE i1q,11 02.04 '00'VA wax Xer4c 0C 9 J, /cAr 6Aq 10 L__j vy-0/ ........... in J L_ We/ El El El El Electrical Plan First Floor FFICE COPY 0 Electrical -Plan Second Floor T SHEET 0 E-A INS 71,1 11L L_7L I . 4a'MIN.'METAL FENCE POSTS DRIVEN O ` BARRIER SHALL BE CONTINUOUS P.T. 2x4 POST INTO GROUND A MIN. OF 2'-0' WHERE GROUPS OF TREES CR A e 8' OC MAX. WOVEN WIRE FENCE 10'O. Z ^1 TREELINE ARE TO BE PROTECTED. (MIN. 14 GAUGE; 6' MAX. C. FILTER CLOTH ( MIRAFI, POLYFILTER X W MESH SPACING) (AIAX) OR APPROVED EQUAL) > 2x4 TOP RAIL OK 0 MESH FENCING L �'•� `� �. _ E;(ISTING TREE _TO REMAIN . f TY DRAINAGE o 3' SAFE FlLTERc:LOTH 2x4 TOP RAI COPOLYMER BARRIER ��� fit` - _ - 0"Z /SCA /•z Z/3 Q� _ FENCING WITH WIRE v /� I'� �/ �O TIES TO POSTS DO NOT STORE MATERIALS AN /0 1/ID&..r Azo THIS AREA - BACKFILL TRENCH WITH I �4�•,1�1 d vs �� u. _ �� �4 a4 �T c,, 8' MAXIMGIM EXISTING GRAD L 50% OF DRIPLINE � - FILTER CLOTHEARTH AFTER PLACING ISTRUCDOJV Aad #3 REBAR • I BETWEEN'MISTS POST (TYP) OR 12'-0' MINIMUM o� `^ TREE PROTECTION DETAIL CONSTRUCTION SPECIFICATIONS V i THE TREE PROTECTION BARRICADE SHALL BE AT LEAST 3 FEET HIGH. THE 1. WOVEN WIRE FENCE To BE FASTENED SECURELY TO FENCE POSTS BY USE OF IVIRE TIES •� PIZ BARMIER SHALL CONSIST OF EITHER A WOOD FENCE WITH_ 2x4 POSTS PLACED 2. FILTER CLOTH To BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE-OF WIRE TIES 8 F.ET APART, WITH A 2x4 MINIMUM TOP RAIL, OR A TEMPORARY WIRE MESH SPACED EVERY 24'x 24'. R, m .; i OR: OTHER SIMILAR BARRIER WHICH WILL LIMIT ACCESS TO THE PROTECTED AREA, 3. SILT FENCES To BE INSTALLED IN LOCATIONS ASSHOWN ON THIS EROSION AND OL SEO MENT.SEDIMENT U ►-�'-+ �+ i CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION �TI�G Lp?' /� -A /7Z63 THE BARRICADE SHALL BE AT LEAST 1 FOOT IN DIAMETER FOR EACH INCH OF TRU K DIAMETER. FOR TREES LESS THAN 12' DBH, THE MINIMUM BARRICADE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN fT SHALL BE PLACED AT LEAST 6 FEET AWAY FROM THE" BASE OF THE TREE. SILTFUNCTIONAL FE N E CONDITION. 5. SILT FENCES TO 8E REMOVED AND THE AREA TO BE RESTORED 70 ITS NATURA�.CONDITION n TREE BARRICADE APPROVALS OBTAIN CITY APPROVAL OF THE TREE BARRICADE WHEN PERMANENT EROSION ANO SEDIMENT CONTROL PROCEDURES ARE EFFECTIIt. "0 44 - BEFQRE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. r °' SPECIAL CARE TO BE PROVIDED TO FILTER FENCE s ', � � 0 >1 PROTECT ALL EXISTING TREES FROM o . /Y G DAMAGE DURING CONSTRUCTION ,G or •�' ,► 4o 4A0' �' �'` �i4 ,1�►/�i�1itJ/9 7�� `� \� � /404 -0 ,fly �Tsem,f,� V ! o % QI o0z a 'd S. 3 C�/-cvZr-aw -���- Dc- cLooi�`� Lot Coverage Calculation' s Sheet Index o o TiQL LOT Alc4r�v 7 Z 6.J .�?•fT U ca �., o a a a %v rwz L07 f}aC`A /7 ZG 5•�. /�7- i �XlSr ��'s�v�,c�c� �� 7 . � law. �,�',� . -JrT��• /41-0 TZo �.fT �fq�����' moo ��. fT• �5rr7' ,P�'�� �ATeo 23Z 3 dG�V4rims A -Tpi9 ATAiO o a9 ,���Ar 691- / 9� fo . . vv� G� •/ l 2� � ��r?% i��T�'f✓oaS / �GEv�T?a,t�A C iOd�6rr1'to� p R7 1741 �6*-W VA4- 1 Aoxws x . L�,� ��>;ri � �� `"/�,�� = `sem'-� r`' v� 1.f7'/.rJb s/7e/'4' Rpt/ -- f4pj`AVVZ&4t: �B r Tib LST .� E E"� � r C veZ,44e S SQ 40097- 7-a �,ti'ovr� /,v�o• 2,816 �� _ � Y - - - o - Cts A /s iZ l�e4sw U� Ft 00 00 ... �_ ., O ✓� IP N n RL % °' 8 FF o h 0 M ACTOR : YOUNG AMEm RICAN H ES , INC . CONTR -- -- - - -- 'A �¢c L _ __J Z¢- Cb),keo�aP T ¢�". 1 1 - i I I 1 I �GttI�ST�/� Arxmv0 BU!e01,0 d .SES-4'4'e-;74 / 1 Wv KIJ�R,�C/A*IE � lop S. /G• 1 S'�y�' —��3�1�jl1„�f •CJr� . Cotte• ECE0 SHEET AUG 242016 Site Ian , ' • OBARRIER SHALL BE CONTINUOUS P.T. 2x4 POST 44 MIN. METAL FENCE POSTS DRIVEN GROUND A MIN. OF 2'-0• • WHERE GROUPS OF TREES OR A e 8' OC MAX. WOVEN WIRE FENCE L.. • TREELINE ARE TO BE PROTECTED. (MIN. 14 GAUGE; 6' MAX. 1O'O.C, W MESH SPACING) �IK} OR APPROVED EQUAL POLYFILTER X ' - 2x4 TOP RAIL - � o _ MESH FENCING 0 000 EXISTING TREE �� �� v TO REMAIN a - --- 3' SAFETY DRAINAGE TRENCH �./. ���A /� /� s4 _ 2x4 TOP RAI COPOLYMER BARRIER ��� �O TIESING WITH TO POSTSWIRE / o ` ��/ A e 1 / z DO NOT STORE iv I _ /M�C/�✓IDUs /� h D .7 .S�1 �'�-Z MATERIALS IN v THIS AREA �.. xeg�4 Y!O V,S a /� *' 9 6_Q . Z n.� , , EXISTING GRADE EACKFlLL TONCH NG 8 MAXIMUM 507. OF DRIPLINE CONS7RUC17 ICU = BE POSTS POSREBT P) OR 12'-0' MINIMUM T FlLx LoTIi ARE,{ 1 i TREE PROTECTION DETAIL CONSTRUCTION SPECIFICATIONS THE TREE PROTECTION BARRICADE SHALL BE AT LEAST 3 FEET HIGH, THE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES _ 1/ /U��? BARRIER SHALL CONSIST OF EITHER A WOOD FENCE WITH 2x4 POSTS PLACED 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE-OF MARE TIES J 8 FEET APART, WITH A 2x4 MINIMUM TOP RAIL, OR A TEMPORARY WIRE MESH SPACED EVERY 24'x 240. �► OR OTHER SIMILAR BARRIER WHICH WILL LIMIT ACCESS TO THE PROTECTED AREA, 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT ,� ) `- 1 THE BARRICADE SHALL BE AT LEAST 1 FOOT IN DIAMETER FOR EACH INCH OF CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. ,�- �• TRUNK DIAMETER. FOR TREES LESS THAN 12' DBP, THE MINIMUM BARRICADE 4. SILT FENCES TO BE MAINTAINED AND CLEANEO AS NECESSARY TO MAMITAIN IN 1AI,!°�/CVIo(/S �`C�J9 ✓�dsJS� .Se�►,fT SHALL BE PLACED AT LEAST 6 FEET AWAY FROM THE BASE OF THE TREE. FUNCTIONAL cON017ON. TREE BARRICADE APPROVAL, OBTAIN CITY APPROVAL OF THE TREE BARRICADE 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. •� :~ '1 SPECIAL CARE TO BE PROVIDED TO FILTER FENCE PROTECT ALL EXISTING TREES FROM ° f d,�,G T ,� DAMAGE DURING CONSTRUCTION � or � OOZ � ,� .s -. � sio �\ � 19 r• T �- o�� o ,, v I � O o •� D ��, /�G�9T BDO� Z7� /'pqG�'S �' �� _ J I o % !/ r4 Go. a ~ � � fo \ � � � •� a J y '� z ., z c '�_� C O Lot Coverage Calculations Sheet Index To 7XZ L Or 4��R / 7 6.f . .�T - o .. 0 • .v 1 Co IQl�C`A /7 ZG 3 ,�•�. /�7 v 0 /v T�9L 7' l ���rr' �.eo, 0 Po rgy / Zo 2 /cGoc�/� h��9�c/S law. �g'�t . -1jT/ :47 / 7Z 40 Sit �T �fgl�A��E a�oo moo, FT• - -' ) Z. 3. ��v�?iays � �,� 2a 2 p,Qw�lvf�� ��3 Z • �� �/�G/t •/ i � - � �T�9 olt/9� o . /f s- � qtr?% ,��,vT P,�✓�,�s- / � �o� p�T< �� ,�.���r l //S':/C• ee �.Ofra� Cch1l� �o� ��v SAT o .97 Ca,✓c, s'�'��l Cx�s�: / � l .�'t .moo�c �o LG I•`-� -- --- - - �--- /�f l.,<i��,� 2 /•tet/ G�lsTr,�/b .S4 1',,4 - XZJ7 CSB 44it � � �• �' l _ w 4- 7,01-,49- Ccv-�' Ca v�,Qi�sG� �;G S SRI ,II � awt� /,v�o• 2 o 00 � � � er, po�,v Dc���• 4�R o 4� tq h Soo" �Z 1 a 09 C.w o AIR* Ith CONTRACTOR : YOUNG AMERICAN HOMES , INC . -,�,�. 4 : N N r - ' ► 1 ; f DarrJr?�i� ' • i h r*�- J 1 I ♦� nD SEP 12M6 /0') X/w SHEET site Plan g J I t t • 4 } 48MIN. METAL FENCE POSTS DRIVEN - - BARRIER SHALL BE CONTINUOUS P.T. 2x4 POST INTO GROUND A MIN. OF 2'-0' • WHERE GROUPS OF TREES OR A 0 8' OC MAX. WOVEN WIRE FENCE t0 TREELINE ARE TO BE PROTECTED. (MIN. 14 GAUGE; 6' MAX. ' O.C. F-i • MESH SPACING) {MAX} FILTER CLOTH ( MIRAFi, POLYFlLTER X OR APPROVED EQUAL 2x4 TOP RAIL O a MESH FENCING I�J`�•G� G �GA'T� EXISTING TREE r TO'REMAIN mr.-l� �/�lE9ly� � /�UUG3.�� ... /Pi�L ,d�1�F.L13,�`is��1�/j ' _ 3' SAFETY DRAINAGE TR o .�„?d� -or ���� /� ��� _�-�� 2x4 TOP RAI COPOLYMER BARRIER / o /� �! ! ,_, FENCING WITH WIRE �/� TIES TO POSTS 1��GU /�i�.�A �j SS •S� f DO NUTERI STORE i h1'� THIS AREA IN Y'l0 V.S 0'c—� �Q� ' z EXISTING GRADE BACKFILL TRENCH WITH �'~ #3 REBAR FILTER CLOW 8 MAXIMUM � 50% OF DRIPLINE L EARTH AFTER PLACING CONSDQUCAON AREA BETWEEN POSTS POST (TYP) OR 12'-0' MINIMUM T O� ^ r ip .a i TREE PROTECTION DETAIL CONSTRUCTION SPECfflCAT10NS � } THE TREE PROTECTION BARRICADE SHALL BE AT LEAS-r 3 FEET HIGH, THE t. WOVEN WARE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES O y1 PxZ46A 7 BARRIER SHALL CONSIST OF EITHER A WOOD FENCE WITH 2x4 POSTS PLACED 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOMEN WIRE FENCE BY USE'OF WIRE TIES •r'+ v 8 FEET APART, WITH A 2x4 MINIMUM TOP RAIL, OR A TEMPORARY WIRE MESH SPACED EVERY 24'x 24'. J ? OR OTHER SIMILAR BARRIER WHICH WILL LIMIT ACCESS TO THE PROTECTED AREA, 3, SILT FENCES 1D 8E INSTALLED IN LOCATIONS AS 5FlOWAV ON THIS EROSION AND SEDIMENT Q � Qj ��• � D /9G O - A Z6� '�!'�� THE BARRICADE SHALL BE AT LEAST 1 FOOT IN DIAMETER FOR EACH INCH OF CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL.sEAIN NT. U 'N TRUNK DIAMETER, FOR TREES LESS THAN 12' DBN, THE MINIMUM BARRICADE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN „S'd,xg Sed., ?� SHALL BE PLACED AT LEAST 6 FEET AWAY FROM THE BASE OF THE TREE. FUNcnONu CONDITION. 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION /�/���act-� •� 2 �/so5' � "�i TREE BARRICADE APPROVALi OBTAIN CITY APPROVAL OF THE TREE BARRICADE WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. 1 4e BEFORE BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. SPECIAL CARE TO BE PROVIDED TO FILTER FENCE N � I Q -- ► _ , PROTECT ALL EXISTING TREES FROM a I 1 rd .. DAMAGE DURING CONSTRUCTION �G o ff' •� ,��oe� a y o � .Da✓r4 Co . �'L � ,� � � �. . a �NsQ _ . - �• Let Coverage Calculationsf+G CCIL./1 Z�'vV S � ,�C'YGGopi�� Zor 'Al Sheet Index0 7; a¢ _5yyG���' Q SG /f'Ti'a•v COT 44a�`A /7 3 S-•t. j'. XlAaAoote AMS7-10 . -�r�: �• / � � s •�'r �f,Q����� �'oo So. �"T- v G .� Dov• p.}?<o 4_&9 ,�.��.4r 6�� r� rlo 7 r-. /Z 1 A,vT�" ,tea GLH Novi''• /��9�s G X�sT � � �. �' •�Gr�sh'1 �' © Ti�ILS r /,$ ,/.it1•P�v<cws�,11,E'� SUJ�v �•54Cs• . 9 7 �L�c•/�c�,v 4 CGS c• Moms:- op JM y ra Z',4 9- Cal Ca ofjO14 a ,,.�6 S .5^Q S Jo //.S. Q e l.�if4 r) w � � ... N O .�kra)994 �� t.) 00; cq x¢ a40 of 4 � o Doc�,A YOUGAMERICANHOMES CONTRACTO1 • rfoA a0w V0s-j-;'('z f. N eWeA ir • 1 � � _ � I' �.4� k li SEP 1 3 2016 U , �X• Corr � - //S..o C/Y��t�/ • Gores' dwa/p a - _ -A?w ' G''o a,y rx CGv,B G A,ye SHEET Sit Plan 0 O J L o�vof a. - F � a 7.S.3 ,�3�/ 7•�•Z f 2 ,rig r,8� -. � � � •� v 10 04 z �1�YW � y /8em `y�lG�'�• � a � o � a o � �f�LCI�'�"E•�S•�l��l Co,(J?,SACT • ' a c _b x 64P Af O f v Q'b u LL a u � o O 'Occ U � � w o w ►a f/Z`�ls y�f.�la• IF �va.L Woo Ars-ed ,47•?ZxaS-.c�mac• l•Zvosrrw Right Side r W Stair Detail N � CO 00 G�7 "+Oo Av a �' ,o c�T � �•�rT� �S'T�'/�l C�/6`a•� �79'P � dv C,4G 4 ,U)94 LL _ 3 +6A • Front Elevation SHEET AUG 242016 0 0 J • O L _ o �o e*oez STAlies.,TdqipCc. `ow/c:oPAt To Z4(ekz ' INA 010 •� 40 d s 5 S��1t,0,fo�tJ LsL 7•'. � " � � � •� F1 . i (jI) ro 4� be H a� E � 5ooa � r � . �. �EFQPCs CONT / c PC . lz 6yP• moo• � � � � y O b d c wo•Aoff Z iG Zx� �'�• /�•7Z�ca�-,,c�B�. ,A1ZS rip Right Side Stair Detai.1 0 F .� y a00 0 � 6 a� co ao rl S ,GJla, e/ ,4 w 10 LE � r �l I lu . iia y� � ��rTc" cS'T�I a� Cv/G�a•G 002P .uO�I;i G Xww c:''dvA�rW 4 S 6 PG �ts � M ,8:,doe A LLij CTy�•� . SEP ? �or� Front Elevatio'n SHEET , - - SlAl�s S�+AC� lows=oR.�t �o T��' 0001� �toC�,v-�7RG•STS� (�a/�• __ !� . /13/�•?.s l• , 310.?,8 ,Q3/l•T.8�3 , J / ? 6 o � � �5 Y#4) b �, I � 1 I •� � a � ' w o a a, slk�so�fJ LSG • � o � � o a� bx �Al�1�rE�s•,¢r/��G'ou�Acr' i2 c,T v PC � �+ l2 �yP• �D• �f��`iv lJi�/vE/� S►l�}/�' a � 40. �;� zx�� •��• ?z �-.���G p 1w Right Sd e stair Detail Awl I � ,S'�,gGC•� %2'''/o` :a ___ __ - __ /� Z� Z �'3� / �2�,'��c•dam. 4 7 C �� 1 � S' f, x- 00 op.4 %06-�A,0,0-r- �e? — - i- 8.�rrE �S'T�'/�J �/G'a•G <7p'� Srp�,o��G a'E� ,ucr�9 ,�cx�'dv�G�i4G d S ti id /o todo Aev 90'� OVAC AW, eorytg) i v rI f a•. j ,� I G f at. 4 r f I� a • t EleE 0 E 0 v E11 n m , Y.a. SHEET - T � AUG 2 4. 2016 4 r W,, 3: r f O i O J THIS DOCUMENT, ALONG WITI ASSOCIATED DOCUMENTS, IS EZ AN INSTRUNT. OF SPECIFICATIONS: (continued) - �� ME • S: DESIGN LOADS: I I c�z ENGINEER'S SERVICE FOR GENERAL NOTES. CODES & DESIGN STANDARD THE ExclUsrvE USE AT THS reviewed b the client and each material and/or OTHER FRAMING specifications depicted within these engineering documents shall be y N �� %�/i/! i//-/!!j/!j//'j/!'j/'�/ ,'j//j/%j%, j/ < PROJECT TITLED HEREIN. Nr- references and ec p _ tables, be specified otherwise shall be#2 SYP lumber w/maximum 19%moisture content. '//,� ' iI /" / ,/,;/, // "x; INFORMATION DERIVED FROh s All notes,drawings,details,to P labor and/or materials for the same. Labor and/or materials shall only structure depicted herein or providing a 1.All structural(dimensional/solid-sawn)framing members,excep as noted or spec Florida Building Code Residential ROOFS � �ice''//" service contributor prior to initiating construction of the p specifications depicted herein,as well as a P drawings,details tables references and p p i// � // //j ; THIS DOCUMENT, AND/OR understanding of the notes,draw g , Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf those persons an entities with a thoroughg ' // - i, i/�'r//i ""� ASSOCIATED DOCUMENTS, MA: furnished by pa design such as the one depicted herein. require to execute g 2.All engineered wood beams shall be Trus Joist/I-Level/Weyerha user brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in DEAD LOAD/SHINGLES 7#/sf / i/' /, " " /' ' h knowledge of applicable construction and safety practicesq zoNE I ,i/ r!;i //" NOT K( USED FOR OTHER // / / �," / thoroug g pp DEAD LOAD/TILE 2O#/Sf / j / �// //�/ / j WORK(S) OR PROJECT(S) with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications,instructions and directions. ASCE 7-10 re the structure depicted herein is in compliance NDS-OS DURATION FACTOR 1.25 �/ '/� / /'" nt s request to ensu pm PSL I.8E solid members ass ecified,or a // r: ��//// //i �� WITHOUT THE EXPRESS documents have been prepared at the clie qR301.2.1.4 rhaeuser brand TimberStrand LSL 1.3E or Parana P TPI 1-07 FLOORS x '�i a,"i/"i/; /i'i/,;i/"ter!' /; i!' / j // WRITTEN PERMISSION OF TH. 2.These engineering doc P P less specifically noted within these documents},R301.1.3 and 1.1 (excluding -,--- "flood" un p Y 3.All engineered wood posts or columns shall be Trus Joist/I-Leve/Weye and/or Sections R30 g _ Code, ( is and/or details as engineered wood may not be or pieced together to form LIVE LOAD 40#/sf z '/�' �'�'//��ii�/rI£1tS�i/ //��/�,' /�/ ,. /!' a and 1610 of the Florida Building Cto only providing the necessary analysis, lumns specified on he framing plans and o g ACI 318 OS o !. a ,, ; ZONE"I /; x Residential. The engineer's sco e of work is limited y p g equivalent,except as noted. Vertical post or co p g P - members- uildin Code ResideP Q P ion documents as dimensional/solid sawn and R301.7 of the Floridaghe ified within these construct DEAD LOAD 12#/sf Iikludin Cln Below R ;i/ - < /!"/r // '"i/ i r i // /" REV DENT1EbEtDR�P 1v along with Tables R301.5,R301.6 astructural loading requirements as outlined in t g conform to or with the g Q specified dimensions;the must be solid,one-piece members. :lost or columns spec WFCM-01 ( g g o "/� z '/ / � / �!/i!' /�"/// / i!:;""�/-' i and specifications commonly required to depict the construction necessary to Additional) the the spec Y _ drawings,details p e as well as all elements of anon-structural nature y, merits ti a structural nater i.e.4x4,4x6,6x6,etc.-may be replaced by a similar sized(e.g.a 25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or DURATION FACTOR 1.00 m /" / , / i ,i/ mentioned sections of the code and specifically excludes other elements wood products design(except EWP afore and/or floor truss design,engineered p g ( P others i.e.roof g documentation required by the engineer. DESIGN CRITERIA: CEILINGS/ATTICS ;�� /� zo1vE /��� / /� �/ work specifically excludes engineering functions delegated too [ Q engineer's sco e of wo p y ntal site(including drainage),etc. And, / / P ical environme ( S g echn LIVE LOAD/NO STORAGE 10#/sf(Nbn-concurrent) / "/ r // /' / electrical,plumbing," geotechnical, i/ ///// anical electr c ,g mechanical, , g engineered documents shall be as specified b of engineering-i.e. P ecified within these en me p Y LIVE LOAD w/STORAGE 20#/sf Cpncurrent // // / i i/ �/i /!�/ /�, ZONE / ; // 2 rein etc. as well as other disciplines and life safety;moisture „ specified herein), ] but not limited to egress ty, mon nails except t as otherwise n ted. All nailing not otherwise sp g BUILDING TYPE ENCLOSED ( ) i"/r /, / i :,i."� r/ iii "//!�/; i;, ! /:'. P an architectural or non-structural nature,including g 4.All nailing shall be with"common" P adhesives shall not be used in lace of nails /' /; /i; r /' / '/ - ineer s scope of works specifically excludes design elements of engineer further warrants that the the en p P _ r efficiency,etc. The g referenced herein. All envelope sheathing sha be nailed and/or screwed as specified and glue or other P BASIC WIND SPEED 130 mph(3 sec.gust) DEAD LOAD 5#/sf i/ / /"// ./ ;i/" / / / i/; 3 g energy the applicable code re e P 1 ration and/or resistance;resistance to wood destroying organisms( WDO ),fire resistance;ene Y� of the code and makes protection,infi t with the applicable portion of the aforementioned sections r knowledge complies pp p or screws. EXPSOUIRE CATEGORY C WIND ( /�/�/",// /// /�/ ii //�' structure depicted within these documents,to the best of his or he g , P Nin these documents that address p An data included wrt // / / / // /// /�//,//// an ose. BUILDING CATEGORY II LOADING PER TA LES «i// //;:/� / %' // / /' /! M F 4 it fitness for Y ations instructions and FACTOR 1.60 /i` zoNE /� /! ZONE // no other claims,warranties or guarantees relative to these documents with regard to the y perp ned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be 5.All engineered components,including roof trusses,floor trusses I foist,etc.,shall be installed in accordance with the manufacturer's specs is INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION elements beyond the specific confines of the aforementioned -to desi n,account for or otherwise verify as // I i/ / I / titi appropriate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively g directions. SIESMIC N/A responsibility of the a ro ty The /! i/� /i ti respo y PP P w >>>a�nxx �i/moi , /,;iii/ �,r.� �' for the intended purpose. e o d E osure 1 P 1/PS2 Structural 1 rated sheathing NOT required except when specifically identified as such). � CASTILLO appropriate p rP 6.All sheathing shall be either APA-or TECO-rated, p , herein as otherwise has not been designed to resist flooding or the associated effects Sheathing may be either OSB or plywood,unless specified as one r the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly acted within these engineering documents,unless specifically noted _ �h the minimum g Y „ , �EZ4 GABLE ZONE"3"-CORNERe 11� rise orted ane)ed es of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. ZONE(S),TYPICAL Group 3.The structure depicted g - er,architect contractor,site developer and/or building official,individually and collectively to establish blocked. Use of ply clips or similar edge support is required at PP P g ss than 23/32"thick when supporting the roofs. Use of"ply clips" thereof. It is the responsibility of others i.e.own In no case shall the structure depicted herein be sited at an elevation less than „ site and the improvements located there upon. Use of ply clips or similar edge support Is required at unsupported panel edges of roof sheathing le PP appropriate building elevation for the subject sit p scribed b the community engineering and approved . al controlling n authority,or as pre y Y, or similar edge ort is recommended at unsupported panel edg s of all roof sheathing,regardless of panel thickness, for improved aesthetics. Roof and wall ribed b FEMA and enhanced by the loc g y g pp A Florida Corporation prescribed 2 thick with all ane)edges supported(tongue&grove or blocked). Some as zone 23/3 p ROOF PLAN/VIEW ❑ ZONE"1"-INTERIOR ZONES) Designers the minimum prescribed by FEMA, p Y P g rmore the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zo sheathing shall not be less than 7/16 thick. Floor sheathing shall of be less than by the local controlling authority. Furthe P state the design(s)in acted herein are resistant to the potential effects of V-class flood zones. design loads require thicker panels;see sheathing specifications f specific minimum panel thicknesses,required span ratings and fastening information. Engineers V unless these engineering documents specifically indicate p /�;'' ZONE"2"-END/EDGE ZONE(S) mmends the use of either 15/32"thick,32/16 span-rated "EZ" DIMENSION: 6550 Roosevelt Blvd: � 11 • n prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone veneer nish,the APA(www.a awood.or reco , depicted within these engineering documents has/have bee p p co within the design(s)s 4.The design(s) p . . ware of an errors or omissions c �O (Exposure 1 PS1/PS2 or 7/16"thick,24/16 span-rated tructural I rated sheat ing w en t e sheathing is installed with a vertical orientation(long axis ,_,-. , , Jacksonville,FL 32244 " not EX , • �� (���0�� �� ZONE'3'-CORNER ZONE(S) • .'�,� enforced b local authorities having Jurisdiction and,further,the engineer is Y rin sheathing( p )- FL C 772-6too herein)as interpreted and y and documents and the applicable laws,codes,et al. However,should any portion of these engineering g parallel to the studs)on the wall(see Technical Bulletin TB-202 f r additional information).The discretion to enforce the aforementioned recommendation is at the sole FL CoA No.a9o15 .� or documents,nor of any inconsistencies between the design(s) n ineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the documents be found to include an error or omission,the e g p e from flawed incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result In the need to significantly enhance ___ - �:) ene client-unless the error or omission arose p for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the the construction of the exterior walls. engineering documents or addendum thereto. 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions andC�3 only at the specific site or location identified herein. The designs)depicted herein may not be used to directions. Alternates to the specified Simpson connectors may b used,provided that the alternate connectors meet or exceed the specifications of the connector(s) Z 5.These engineering documents may be used one only,and o y P t a location other than the one site or location specified herein. r shall the design(s)be executed a specified and have appropriate product approval and installation i structions and directions. � // Q) O execute(a)subsequent structure(s)or elements thereof,no lined herein. � F--� constitutes the understanding and acceptance of the terms and conditions out E-1 6.Use of these documents for any purpose CONCRETE&MASONRY ^ FOUNDATIONS, M commencing construction. Do not commence construction if a conflict is present. F-�-I ~ 7.Vers structure orientation with architectural drawings and site plan or survey before co g H Verify 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design ural drawings,site plan,survey and/or other data or information shall be reported to the parameters and accepted engineering design procedures and is ba ed upon the best information available at the time of their preparation. The design(s)depicted herein ' 8.Any discrepancies between these engineering documents and the architect g , P P commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during is/are intended to minimize differential movement resulting from he heaving of expansive soils and/or settling of subsurface soils. It must structure recognized that the O engineer before the coniine have been resolved. such time as the discrepanciesfoundation components will experience movement throughout th useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of construction,construction should cease until su the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of red consistent with the architectural drawings and details provided by others-that include dimensions,opening locations partitions above floor slabs,finish work on or above the floor slat and the locating or constructing of secondary elements near the structure that could affect future 9.These engineering documents have been preps 77 I into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance. / �I /I \ �:) � and other specific information-which has been replicated g in from th e use thereof )aims arcs en ineerin do uments has/have been prepared based on a relatively flat,well drained building site featuring / 11 or for c g 2.The foundation design(s)depicted within these g g not been made aware of nor accounted for other components,elemerits or systems exclusive) non-ex ansive soil with an allowable soil bearing capacity of not less than 2,0009/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth Q 10.Unless specifically depicted within these engineering documents,the engineer has y p9N 0 d could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I�� F� that may be intended by others an the engineer shall be promptly notified of the conditions and no rther construction shall occur until the engineer has provided additional direction. ^ E"� relevant notes provided herein. Wall g - � F+i 11.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the p el to provide sufficient strength and have been anchored to the floor i - • width depicted on these or any other drawings,or based upon notes or references included in the architectural 3.Backfill should not be placed adjacent to the foundation walls til the walls have cured adequately p g z 11 -------- E---� �� U framing shall not be assumed based upon the scaled wall p system above or otherwise properly braced or shored to prevent mage to the wall. ---- drawings. aders beams columns posts, r s to preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. t -­ W 4-� h-•-1 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of he >P 4. Refer to the Geotechnical Engineer's report for all soil and/or p p Q b g supersedes information of a similar nature that may be shown on the geotechnical engineer's report,the site and so' shall be prepared to the satisfaction of the Building Official. ~ in footings,reinforcing,connectors,fasteners,etc. This information supers r enhanced In the absence of a g g P FLOOR PLAN/VIEW � studs,joists,rafters,sheathing, g , associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded o ' ads depicted within these engineering docume is shall be formed to the dimensions as indicated and substantially centered beneath the associated the engineer,unless specifically prohibited by the engineer. 5.All foundationp El O W within reason,at the discretion of the user without additional review or analysis by g P column or wall,unless indicated otherwise. ZONE"4"-INTERIOR ZONE(S) documents should be reviewed and understood before using "EZ" DIMENSION: � ) nts include multi le ages with cross-references. All pages of the engineering is before _ `/ 13.These engineering docum91 e p P is/are missing,illegible or otherwise unusable,obtain complete and legible documen of the engineering documents g, $ 6.The location of steps,jogs and top-of--wall and/or top-of slab evations are critical to foundation performance. While the location of those steps,jogs and elevation x 4 f_Q 1 1 ** � ZONE"s"-END/EDGE ZONE(S) the documents for any purpose. If(a)page(s) g ' known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change Q proceeding with intended use. changes indicated or otherwise g �.•� � during actual construction. The design(s)depicted herein can on y address the proper foundation configuration as specifically depicted herein and could require within these engineering documents be executed in conformance with all requirements of the authorities having additional analysis and effort should field revisions merit. 14.It is the intent of the engineer that the structure depicted 1 and/or labor contributors-are responsible for the means and - in materials MAX. ON-CENTER STUD SPACING (in INCHES) � jurisdiction over the construction and/or occupancy depicted herein. All contractors includ•g s in conformance with all applicable laws,rules,regulations,codes and 11 perform their respective function P 7.Extreme care should be used throughout the construction proc ss to prevent the movement of retaining and/or foundation walls until the completion of the structural '' END-ZONE/INTERIOR ZONE: constructing the structure depicted herein and sha p P been reviewed b the have been methods of co P a the have b ) Y f the contractors and labor contributors executing the design(s)depicted within these engineering documents to adequately shore g y 4 standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until ) system. It is the sole responsibility o contractor(s) to execute the design(s)de icted herein by the appropriate controlling authority(ies)or their designee(s). the walls throughout the construction process to maintain the integrity of the design(s). WIND 1<30' FLEXIBLE FINISHES (NOT STUCCO) r1 approved,and c)(an)appropriate permit(s)has/have been issued P E-il ' hese engineering documents shall be inspected as required by the authority(ies)responsible for the Mn.Rf.Hc. <30' depicted within t g g 2x4 2X6 2xs 2x10 Furthermore all construction arising from the design(s) p f Occu anc or similar statement of FINISH FLEX. ' e construction progresses further. No Certificate o p y( 8.The building site shall be cleared of all top soil and organic m tter beneath the planned structure location,as well as for an additional five feet or more beyond the fore the compacted to a density of not less than 95% PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP �:) issuance of an permit(s)and shall pass each required inspection be P g or otherwise used for any purpose,until such P �' Y p engineering documents nor shall the structure be occupiedperimeter thereof. Unless otherwise indicated,all footings and at concrete shall bear upon non-organic,undisturbed soils • structure depicted within these enginee g ,. NOMINAL issue for the st compliance with all n shall be ass P safe,sound and in ASTM D1557 for depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean completion) structure have confirmed the structure is sa P of Modified Proctor Maximum Dry Density( ) P �� • construction and/or occupancy Of said non-or snit undisturbed soils the compaction COMPONENT & CLADDING PRESSURES (in psf�-Vsd or ALLOWA$ � - �'' 8 24/24 24/24 24/24 24/24 24/24 24/24 24/24 Navin jurisdiction over the constru P Y � enfr, auth9 orit tesdepictedengineering d 9' 24"/24" 24''/24;' 24';/24" 24';/24;' 2411/24' 24x;/24;; 24'1/24" FTS time as the y( ) g J ions within these g g ohm Fal • s references and specifications .- GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop g drawings,details table P draw , �, compacted to a density of not less than' o of defied Proctor W F+1 applicable laws,rules,codes,etc.,and consistent with the g , , WIND 13o/c pp thereof verified as previously referenced)and added in one foot 12 inch)lifts and each IIft shall be comps ty ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Wl�:_ Doors � l 0 12/t6 12/16 24/24 24/24 24 1�.4 24/24 24/24 r� • etermir tr<e proper er specifications may be exceeded or superseded by either a geotechnical engineering report cific to the PITCH >6n2 n ineerin documents to d p p - ,. „ „ ., ,. END ZONES INTERIOR ZONES . . acted within these e g •} _ Maximum D Dense ASTM D1557). These minimum specs c y p Mn.Rf.Ht. is ZONE 3 .ZONE 2 ZONE 1 OVERHANG OVERHANG � �� '� '� �� utors executing the design(s)n(S)depicted g Dry Density( 11 l0 Il2 10 112 24/24 24/24 24/24 24/24 24/24 �� �4 �4 of the contractors and labor contrib g g a ere the soundness cessa to achieve the minimum re uired(2,000#/sf)soil bearing capacity,but m no case shall the 15.It is the sole responsibility } the labor and materials necessary to execute the designs,as well s building site or at the direction of the Building Official,as deem d ne ry Q AREA(ins .R. CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE N DATIVE POSITIVE 12' 6°/8" 8"/12" 24"124° 24"/24" 24"/24" 24"/24" 24"/24" r erection procedures and sequences required to insure the safety of those providing Furthermore,it is the sole responsibility of the contr r(s)sand labor site be prepared to a lesser degree than that which is outlined her in. �J1 its sub-elements and/or components throughout the construction process. F p p O n <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 :.3.98 22.10 14 N.P. N.P. 12/16 24/24 24/24 24/24 24"/2411r F� of the structure and maintain a safe plumb and level structure during the constru proces. until such time h� v e appropriate and ade uate temporary bracing necessary to • ,p 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.1 . 3.04 21.17 16' N.P. N.P. 12"/16" 16"/16" 16"/24" 24"/24" 24"/24" contributors to rovedQ wn throughothese rade shall be no less than the thickness 'ndicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop COn p -23.23 -19.48 -34.84 -34.84 -24.91 7 - 54 19.67 18.5' N.P. N.P. 8"/8" 8"/12" 12"/12" 24"/24" 24"/24" �` e d�acrunents are ro 1, installed ___z 9.All concrete slabs on g reinforced with either 6x6 W 1.4x 1.4 so -23.23 elements and components depicted within these P P ' m Z as all of the structural P, he aforementioned tem'- rary bracing. • ed with or substituted t (minimum) l Omi polyethylene(visqueen)barrier installed in ac ordance with applicable codes and standards. Slabs shall be >100 -22.10 -22.10 -18.36 -33.72 18.73 - .60 18.73 19.5' N.P. N.P. 8"/8" 8"/8" 8"/12" 24"/24" 24"/24" engineering documents is permanent bracing and should not be confused ' within WWM,lapped not less than 8"at edges/ends,in conformance w th ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2 fiber length at a rate of 1 • � 611/811 �� " 811/811 " " 2411/2411 M ors or roofs of the structure depicted t with ASTM C-1116. 20.5 N.P. N.P. 8 /s 16/24 w rd("drywall")and roof shingles or tiles-placed on the floor(s)( ) ( ) lb.per cubic yard of concrete,complying materials-such as sum boa ( ry ) e allowable live loads of the 21.5" N.P. N.P. 6°/6° 6°/8° g°/s° 16/16° 24"/2a° 16.YetW W -to-be-installed building m , gypsum even) distributed over an expansive area so that the weight of the uninstalled materials does not exceed th 22.5' N.P. N.P. N.P. 6"/6" 6"/8" 16"/16° 24"/24" I �:) Z these engineering documents shall be y for roofs. floor or roof Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,SOOpsi at 28 days. 1 concrete with a minimum compressive strength of not less a nts shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 11. Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea grave P - Pj U 17.All materials specified within these engineering docume P approval document. than 3 000 si at 28 days. de or associated product pp p y MAX. ON CENTER STUD SPACING (in INCHES) �:) W provided by the manufacturer,or as otherwise indicated by the co P >-, > f the Florida Building Code and/or Florida Building Code-Residential(along with the associated 12.Reinforcement shall be detailed in accordance with ACI 315 Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: END-ZONE/INTERIOR ZONE: 18.These engineering documents have been prepared using the version o he preparation of the documents. As the applicable code,standards and methodologies are ies referenced therein applicable at the time of p p a)Concrete cast against earth: 3't � WIND ,��/c BRITTLE FINISHES (STUCCO,et al) 4� P4 methodolo ) fitted to the local permitting and h or weather: 1'/2" 0 standards and design g d invalid for use if the documents are not submitted p become outdated an b)Formed concrete exposed to earl k Mn.Re Ht. <30' routine) updated and/or supplemented,the engineering may bet and/or actual construction be delayed beyond the applicable effective c Interior slabs walls etc.: 3/4" P 'n a FINISH BRIT. 2x4 2x6 2x8 2x10 Y ) enforcement agency(and subsequently used for construction)in a prompt enced herein,he permitting documents shall become null and void and shall be returned to the ' ' ' he code standards and/or deign methodologies referenced engineering g � PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP E­ti date of the edition of applicable)to the current edition of the appropriate code,standards and/or NOMINAL F-4 structure as deemed a ) 13.All reinforcement shall be conform to ASTM A-615 and be rade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal subsequently be contracted to update or re-engineer the s ( PP a s' 16°/16° 16"/24° 2a°/24° 2a°/24° 2a°/24" 24"/24° 24"/2a° engineer,who may subseq y 1 year after their date of original issu g than one horizontal reinforcing in walls and footings shall be continuou at/around corners and intersections,and/or matching corner bars shall be used. All longitudinal - in or construction more t O y (horizontal) methodologies. In no case shall these documents be used for permitt g LEGEND (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be 9 t2/t6 t2/16 24/24 24/24 24/24 24/24 24 24 . me ( „ 10' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme lapped at splices a minimum of 25". - Qw� Fri 9 Engineering documents such as these depictg for errors omissions and/or conflicts. 11' 6"l8" 8"/8" 20"/24" 24"124" 24"124° 24'124° 24"124" 19. g g safety have been applied throughout their preparation in an effort to minimize the potential 2 2x10-2/3 HEADER/BEAM CALL OUT care and code-required factors of s ty PP tion of the design(s). Because of the inherent inability of the 12' N.P. N.P. 18"/20" 22"/26" 24"/24" 24°/24" 24"/24" conflicts to arise during the execution 14.ALL concrete operations-including but not limited to mix esi n mixin ,trans ortin reinforcin detailin and lacin ,placing,curin and testing shall be done ( ) • „ 8 , g P g, g g P g P g g g- However the very nature of the process provides opportunities for errors and con g ' 'es do exist for the design to require a(xdi'Iional effort with the requirements and application of ACI 301 Specifications for Structural Concrete." ' �' m the"paper"phase,opportunities in accordance wi 14 N.P. N.P. 8 /12 12/12 12/16 24/24 24/24 g P P P Q pp NUMBER OF KING-STUDS EACH SIDE OF OPENING �� ll engineer to foresee eve potential conflict,ambiguity,inaccuracy or oversight derV g �'P f the structure associated with providing the engineering services as 16 N.P. N.P. 6/s a/s s/12 16/2a 2a/24 once construction has commenced. This,combined with the relatively low fee(relative to the costo ) NUMBER OF JACK-STUDS EACH SIDE OF OPENING r omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/AS E 5/TMS 402 Masonry Building Code. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) ts.s N.P. N.P. N.P. N.P. 6/6 12/16 2411/2411O depicted herein,causes the engineer to be unable to accept back-charges for errors o 19.5' N.P. N.P. N.P. N.P. N.P. 12"/12" 24"/24" NUMBER OF PLIES IN HEADER O V , ent of service and remain the physical and intellectual property of the engineer. 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type I,Grade N-1,normal weight,with a minimum compressive 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/26" N �-4 � I 20.These engineering documents and the designs and ideas expressed herein are an instrument a documents the design(s),n(s),ideas and/or elements contained of 2 000 si fm= 1,500 si). ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE � their entirety. Reproductions of the g strength p ( p 21.s' N.P. N.P. N.P. N.P. N.P. 8"/s° 16°n6" engineer M � v) For cause,upon notice,the documents shall be returned to the enginee Y Pit • engineer. 22.5' N.P. N.P. N.P.. N.P. N.P. 8"/8" 16"/16" ER THAN 16 o/c SHALL herein are pro without the expressed written consent of the eng 11 conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE P 17.Mortar shall BE SHEATHED WITH MIN MUM 3R STUDS SPACED AT -211(-to NO NAL)SHEATHING - 11111111111111111111=111111 . location identified herein,as relayed to the engineer by the client. The engineerhas mixed to provide a slum of between 8" I9„ s„ These engineering documents have been prepared for the specific site or lot and exposure for the specific site or P P 21. g winds speed sP n specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mi WITH VERTICAL APPLICATIONS& STUCCO FINISHES. DESIGN MEB g resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate p Po 18.Grout,w e p , -location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind s�Oed maps and 11". DRAFT MEB lin authors an the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the astCr to shall be provided over all openings in CMU walls,unless specified differently on the drawings. published by the local controlling authority code-compliant prior to approving these documents and authorizing constn.ctiQn from them. be correct and p PP 19.Pre-cast and/or pre-stressed lintels,manufactured by C p MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 16" CHECKED EAW wind speed,exposure and other design criteria shown herein to P e for an claims arisen from inaccurate wind speed and/or exposure designations based upon the site or location informatieli pi+ovided to him Lintels shall be of adequate size,strength and reinforcement fo the given span and loading conditions. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICAfi THE THICK WALL SHEATHING. The engineer shall not be liable y g accurst of those ma ping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S. by the client(or others),or for the y P 20.Provide horizontal joint reinforcing in CMU walls at 16"0/ vertically conforming to ASTM A82 and ASTM A167 Type STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" <--- >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER DATE 7.19.2016 MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-171 SPECIFICATIONS: STEEL TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. WOOD FRAME WALLS 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel SQ.FT. NA " Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/IV1 . ONRY CONNECTOR SCHEDULE g %. q ted i.e.broken pieced or platform-framed )when INT ATION DXT/MONO 1F10UNDATION EXT/gTEM-WALL FOUNDATION,q 6MU WALL TIE-BEAM /LINTEL f e% i P •� �'1�.�, .0 1.Unless otherwise specifically indicated within these documents vertical wall framing(studs)may only be interrupted( ,P CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ fully-braced by an intersecting sheathed floor, Stairs,stair stringers and some Intermediate roofs do not qualify as an"intersecting floor system"and not be 2. Structural steel shall be ASTM A36,except as noted below: or STRAP or NAILS FRAMING MEMBERS CONNECTOR (nS+AE hl ) MIN EMBED MIN EMBED MIN EDGE MIN EMBED TWIN /MAX EDC MIN EMBED EDGE DIST ; '�,�C E l�,l ,�� y Type rade B used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be cont' � a)Pipe ASTM A53,T e E or S,g lynn Id�`�,. PP P H2.5 (5)sd PER END (12)16a ABU-44,-66 5/8" 5-12" -ftp 3" 12" 1-3/4"/6" N/A between points of lateral support. b)Tube ASTM A500 2-1/2"S MIN a"w/2-112"sPc'G C.L.w/MIN ninterrti ted be PP HS (4)8d PER END 5-1/2" l2" 1-3/4"/6" l2" u Q (10)16d/EACH LTT20B&DTT2 V2"IEAi 2-1/2"SPC'G 2"w/4"SPC'G 3"SPACING •' ro b sy.§Igme r P P H8 (5)l0d x 1-1/2"PER END21!*i + ° moisture content. Shoe-or sole-plate material in contact with concrete or masonry anchor bolts and threaded rods shall be ASTM A3 7 unless indicated otherwise. C.L. F ie 0 1 material shall be#2 SYP lumber w/maximum 19/o 3.All bolts,a (22)lod SINGLE MGT 5/8" 5-1/2' S-1/2" 3" ,z" 1-31a"16" 12" - 2.All top-and shoe-or sole-plate treated. � MTS12 (14)lod or 10d x 1-1/2"TOTAL 2x(22)lOd DOUBLE MGT (z)5/F" 5-IR" 9-1/2" 3" 12" 3-Il2"/4" C.L. � shall be pressure preservative used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTs2o (2o)los or cza)lod x 1-ll2"TOTAL " �,,L II 4.Hex nuts and couplers/couplings (18)16d SINGLE H-Tl6/4 518" 5-1/2" 7-1/2" 2" 12" '-3/4"/6" !2" C.L. stated on the plan(s)7�d/Or table(s), (16)16a SINKERS TO TRUSS, " • udin Mack$"and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated p ( ) studs -incl li 2xr shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. LGT2 2xc18)16a DOUBLEHTTI6/4 (2)5;3" 5-,/2" 7-1/r' a" 12" 3-1/2 /a N/ c.L. • 3.All vertical wall framing(studs) g J or details. All vertical wall framing(studs)larger t ap (14)16d SINKERS TO>&POST ° moisture content-exce t as noted Or specified otherwise Ori the framing plans and/ x16,-16S,-16-2 (2)lod x 1-1/2"TO TRUSS,(10)TO>/POST 2x(18)l6a TANDEM NITl6/4 (I)5.R" 5-l/2" 9-1/2" 5 15" l-3/4"/6" N/A 1� W/maximum 19% P _ y and/or details. used for high-strength stren th bolt ,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. MSTA12 (10)lod TOTAL (32)16d Sinkers SINGLE HTT22/5 5/8" 5-IR" 9-112" 2" 15" 1-3/4"/6" N/A gl hL i I� 4 m Tans a COU lin S u 5" SEEPLAN N/A /`��I ���`Y'),y o� SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing p 5.Hex nuts and couplers/couplings g g g wall, � e �Wal1S that MSTA18 (14)los TOTAL 2x(32)16a Sinkers DOUBLE HTf22/5 (2)514" 5-IR" 9-I/2 e studs specified for the same sac p I!111410 ,i i,,' , min shall meet or exceed the specifications for grade and species of the pMSTA24 (I8)1Od TOTAL (20)yi"-x 2-In'SDS SINGLE HDL'g 7/8" 8" 8" 3" 13-1n" 3-1/2"/4" 13-1/2" CL 4.All required 2x blocking in vertical wall framing wall may use SPF blocking CORROSION&DECAY RESISTANCE: C.L. SHEET specified as SYP and are also not designated as a shear-wall or portal frame y C MSTs7 (42)16d TOTAL 2x(20));--x 2-1/2-SDS DOUBLE HDU8 (2)713° 8 13-1/2 3" 13-1/2" 3-1/2"/4" 13-1/2" are p _ inn exceeds the thickn of the wall as MST48 (46)16a TOTAL (30)%"-x 2-1/2'SDS SINGLE HDU I i 9" l5" 1-3/4" SEE PLAN N specification for a column within a wall where the size of the tole 1.All structural members of wood or structural composite lum er either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony 5.In some instances,these engineering documents may include a he conflicting thicknesses. a)The - MST60 (56)16d TOTAL 2x(30)y,"-x-SDS SDs DOUBLE HDU11 I" , 9" 15" 4" SEE PLAN N/A es an of the following three options may be used to resolve t g boards/lumber, 'oasts,posts,etc. shall be pressure preservativ treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for specified either in the stud table(s)or relevant notes. In such instant y g nt wall may be furred-outto a thickness J CS 16 (30)8d or(26)1 O TOTAL (36)Yi"-x Zyi SDS SINGLE HDU 14 I' 9" 15" 3" SEE PLAN N/A P Y he adjacent wall framin m be increased so as to conceal the thickness of the column within the wall;b)The adjacent thicknesses and the structural members exposed to weather or in direct contact wit the ground unless specifically rated by the manufacturer/treater and approved as adequate for e thickness oft J g Y 'scent wall may remain different SPH4,-6,-8 (12)lod x I-1/2" 2x(36)y;-x 2h"SDS DOUBLE HDU14 (2)l" IS" 15" 4" SEE PLAN similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent Y application. LTP4 2 (12)16a u6)1od HGT4 HGT3 (z)34" . 7' 11-vz" 3" SEE PLAN 11-1x2" C.L. sum etc. and left semi-exposed into an interior space within the structure. Additionally,if none of the three inn"wrapped"with a finish material(i.e.gyp ) ane if an en iuc�red wood LTPa (12)8dx1-1n"TOTAL (16)1od HGTa (2)=a° 7- 9•' 3" SEE PLAN ,1-�/2° C.L. tole pp vSUB-ASSEMBLIES/COMPONENTS 0 e ractical the en ineer may be contacted and requested to provide additional analysis to determine g 2.All interior wood and wood-based members in contact with oncrete or masonry shall be pressure preservative treated to resist deca-. A3s (I 2)ad x 1-112"TOTAL •f aforementioned options are considered to b p g "FRAMING and"FRAMING-TO-fOL'NDAT10\'COhTvECTO REDUCE NOTES: GUARDRAILS,HANDRAILS AND 1111111111111111111111111111 the allotted wall cavi}'. - (POSTS,BALUSTERS,ETC.)SHALL IC COMPRISED OF EITHER A P T � � 9 V E1 column ma be used within �,1 META2o (12)lod x 1-1/2 L1 EWP or structural steel y ' "in diameter and in contact with pressure preservative treated wood shall be either hot dipped galvanized(HDG)or 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR -TO-FOUND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT ( } 3.All fasteners(nails,screws,bolts,etc.)less than /z P P HETA20 (12)10d x 1-112" 2)ALL DIMENSIONS(ROD DIAMETER EMBEDMENT.EDG C.)ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA LICENSED PROFESS connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility (16)16d SINKERS TO TRUSS, 3)"DOUBLE'HOLD-DOWNS REQUIRE MINIMUM 8-SPAC BETWEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABL THE stainless steelatio All metal fasteners&col. The p preservative treatment containing ammonia shall require the LGT2-MASONRY The exterior use of ea material treated With a pressure prese g Q (7)1/4"-x 2-114"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM E EXTERIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND A ED FRAMING with the application and/or corrosive material. y DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE . . OR FIELD CMU WALL TO THE<OF THE ATR ANCHOR ave use of SS connectors and fasteners. The use of any aterial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS MTSM16 (7)10d or IOd x 1-1/2"TO TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR C B LOCATIONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. AUG 2 4 2016 f the design(s)de icted within these engineering documents may include the label or reference"field frame"or similar. At these confined exclusive (4)Ila"-x Od x 11/2"T SCREWS TO WALL MEASURED FROM THE LOWER SLAB ELEVATION 1.Limited elements Or areas o . , p connectors and fasteners. HTSM16 (8)los or los x 1-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCOR CE WITH MANUFACTURER'S INSTRUCTIONS& • establish a demonstrable design for the specific application. These elements or applications may include (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS engineer has determined that it Is unnecessary to es g locations the en ruction and/or g and similar,non-typical const i.e.Z-M HGD etc. connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. c2)los x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON-SIZES • radiused floors and/or walls,decorative or volume ceiling treatments , tYP, 4. Stainless steel(SS)and zinc-plated/galvanized( ) x16,-I6s,-16-2 Or landin s )ant shelves widows Walks, his Or (6)l/4"-x 2-114"TITEN SCREWS TO WALL 8)MINIMC�i ROD SIZE/GRADE,EMBEDMENT&EDGE D[S CE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN - �.................. - T - stairs and/ landings,p r entity responsible for the execution of the construction depicted herein to create _ contractor or other person o p Use only zinc-plated/galvanized fasteners with zinc-plated/gal anized connectors. (18)1/4"-x 3"SDS TO TRUSS, ON THIS CHART accessories. As such,the engineer has deferred to the co P �' all applicable laws YFGTR • �� e in conformance with a , 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE; IMU!�t 6"WALL FRAMING • �� desi n s and execution thereof shall b pp (2)lrz"-x 5"TITEN HD's TO WALL framin or similar. The ) 0 cified as field g (8)lOd TO FRAMING, 10)MINIMUM 8"SPACING BETWEEN META-or HETA-ANC RS U.N.O. "; (ell, ,,�' ` for elements or applications specified g ' her own design p structural lications and/or used in outdoor or other potentially corrosive MSTAM36 1 l)MINIMUM 1-1/2"EDGE DISTANCE FOR TITEN SCREWS, � �� rules,codes,etc.and shall be to he executed to the satisfaction of the Building Official. 5.Regular inspection and maintenance of wood,wood-based rid metal products used Ince. app P Y (a)1!a"-x 2-I/a"TITEN TO MASONRY 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's6)( __._._...( , ____.__.__ .____._.__ _._.__.._...._...._......____. environments or applications is essential for continued,long-t rin satisfactory performance. CONVENTIONAL STRAPPING or RODS @ 4'-4"o1cr THIS DOCUMENT, ALONG wI2 ASSOCIATED DOCUMENTS, IS ..- ----.. --- N N I i ^' ' ENCINEER'FS' SERVICE FOR THE o T AN IN)5TRUMENT OF EXCLUSIVE USE AT THE 50'-0" - - - -- PROJECT TITLED HEREIN. op INFORMATION DERIVED FROM , THIS DOCUMENT, AND/OR J A$S'OCIATED DOCUMENTS. MAY NOT BE USED FOR OTHER WORKS) OR PROJECT(S) WITHOUT THE EXPRESS i WRITTEN PERMI,5SION OF THE 39._8» 10'-4" j PROJECT ENGINEER IDENTIFIED j BELOW. 01 I I ALL PORCH REV DESCRIPTION PADS TO BE: 24 x24 xl6 W/ ; o ! 1 3-#4'S BOTH o - E~ F-o 2 WAYS R I 3 - � LJ 1 -- --- ------ ------- ❑ - I I t_..... - ; I i ; i ❑ ❑ I I I L� i _J L_J L_J L J I The i I I i . 00 CASTILLO o rT� 7 7 7 00 �T2 G oup x ,ST2 ,ST2 ,ST2 .._ j A Florida Corporation PC) 7 I a... -- - Desi Designers N TZ ¢ j _ �- L 1 � g 1 Q Engineers 11'-9"MIN » r———— — -� 12-0 , � G� 6550 Roosevelt Blvd. r8110 � Jacksonville,FL 32244 , (904)772-6 00 �T2 i FL CoA No 129015 r--- 1 --� I I - 1 j \ 1 { ----- - N - I I ------- --- I I ---- -- --------- Y* 8�f0 I -- Z----r --L__s I I �T2 „ „ " __ xl6 W/ ; I i 30 x30 ; I -- ;... I i ° 3-#4'S BOTH 7 ° �T2 WAYS I I I --- - _r,_.. �. A �� 810 810 I I ,ST2 I �` I 81 10 �T2 �T205 ,5T2 j >2 , — ,STz CONVENTIONALLY °4 \ I� \ TRAP ALL SECOND -� _ . o r; I I x 03 sTz FLOOR ROOF BEARING I - 21' o" I I " I N WALLS TO BEAMS / 14 10 " 4'_p - L_ of HEADERS BELOW PER °2 2 x0-1/3 rf2I I DETAIL A/STI.I I I ST2 I I I 1 �T i j i j i I I CONVENTIONAL STRAPPING or RODS @ T-6,O/C II I o aN �T2 —— „ ,�W/ I I 24"xNN16"W/ I 0 30 x30 x16 1-, Ko'22nd FLOOR STRUCTURAL PLAN r I ------------- --- ---- 13-#4'SBOTH 13-#4'SBOTH a r _ — — -�— I I WAYS i 51 3/16" — 11.011 WAYS II ------------ --� (--� J 12 4 r r8d, 0 I ADD#2 SYP 2x4 ,5'T2 l l $T2 I BLOCKING&ATTACH * RODS AT MAX.4 4 o/c W/(1) o I ✓ ... BT EA. O �- N 1/2 DIA.S UBB l l I I TRUSS W/(3).131"x3" O O TOENAILS. 1 0 UOf ® U U O ——J (4)LOCATIONS - - - .. - - _..._ I I �- ' �-------- I � 12 2 x __ i //' N (1)HUC212-2 @ PORCHQUO) o I I I \ m I HEADER TO VERT. ................ - C- N WALL FRAMING. N i I I rf2 I C a (2) TS I T@ EA. / N CJ 7 I I �T2 00 r8lf�T2 7 I -p T -TO-HEADER. IC 2 10 - _ E OF .-; 0 iI 1 TRUSS \ i ,S`T2 I I I ,S`TZ _I C 02 SHEATH F Z ..... - - o QrL ---- a o �64� '� CEILING PER - ,,-..-.-. I ————— a r'' DETAIL Q/ST1 00 F - - ------- ......_.- ......... - R..... = - - .. OSB 3"/12"8D'S W/ \ I 1 8 10 8/10 810 I ALL PORCH ~ ____ . H E I I TO �., SB 3 /12 8D s w/ I Q ND OF $Tz T2 PADS TO BE. » a 1 HTTS EA.END OF O @ -- L1 �-)_- - _... _-1_ EASWALLSEGMENT ,5T2 ,5T2 I I s ►STz 24 x24 x16 W/ 3 0 ..... __ „ „ „ T WALL SEGMENT. \ � __. � ---------- Loll ---- s� 06 24NNN16"W/ _:_, 3-#4'S BOTH �,, -... a 3-#4'S BOTH WAYS w 01 W I I I -- ---- M �Q ' F� —— I W » „ 2 1 _/4"x 1 "LV -2/4 I 3 C - _ 02 L--_- -------- ---f_�_--_ -_-�_�wAYs - J osB3n2 8Ds o 2 3/4 91/4 LVL /3 2 3/4x91/4 LVL-""/ n W/ s (1)5/8"DIA. L J I CONVENTIONAL FRAMING NOTES [P"' IBL KING TRUSS _._ O LL T07 'w 23'-14' ---- I E FULL D t i C - -HEADER. (J1 THREADED -PROVIDE T n , ALL MATERIAL#2 SYP U.N.O. ASSEMBLY 16 I Is'l,O l X "LV 1„ a 7 7 I @ BOV WAL BETA FEN F DOR SB 3X12 8 S _.. - I K*"7 B T2 $`T2 ,S'T2 1 S 4"/12„ EACH END. o ALL PORCH s I ALL RAFTERS 2x6 @ 24"o/c U.N.O. TRUSS 1 S AT' ACH C,OCKINV 1 O / O ! 8D'S W/ o 1 H TSKT, . i OI P A7 I; 1TLI 0 l 1X3 ' PADS TO BE: ( I ' LEDGER TO BE 2x6 OI;N 1I_S�i�3"O.C.AND A 11 ACE 00 O CH E - - (1)1/2"DIA. 00 W/ I O LOO SIIEA IENG�1'O 131,( :KIN( E „ THREADED 24 x24 x16 I AFTE s, & D ROD 3-#4'S BOTH _ _ —� O WAYS -1 r (5).13 i x3"TOENAILS @RAFTERS N ST BBIES Y _ ITII IO NA ,,S gal LL — ( I — TO LEDGER. 24"0&. ASSEMBLY ---- ---- ❑ ---- --- ❑ ❑ ❑ - " E END J01-(8 M - - -..... ° E O M (1)H2.5A H5 OR H8 @ EACH 1 #2 SPF 2x i SEGMENT. EA.WALL RAFTER TO PL. MIN. 5 1 2 SPF 2�c4 MINI p y " 3" I '. 3 REFER TO ARCH. PLANS REFER TO ARCH. PLANS REFER TO ARCH. PLANS T ARCH. PLANS _ R TO ARCH. PLANS REFER 0S #2 S�1 2x6 L DGE FOR POS @ B '�, POST�BM2. REFERAFTERS ASTE D T 16"o/ VERT.ST ) " 10'-0" W SIN 03 w/ ......... _ �d 40-0 @ - ----------------------------------- 3 r M-y of .13 x3 G1 NAILS E STUD 2 50' 0" B 2 • 3 W a �� --- - - - 1 - Y a v o - Y -_- HTS20 s - (RUSS @-: ao t -- F08 —- ^ rr ll 07-TO-HEADER. DO [� V �1 o f a - - QQ 1 OSB 3"/12"8 'S 1 ._._... -- O N O E~E- ------- i.. . l. Q`� ( T * O FOUNDATION PLAN Q Q EACH rt 3/16 — 1 -0 N _-. * STUBBIES @ '2/2 2 2 - ....... 24 O/C. x , - - . _ \ 00 C 02 DESIGN MEB -- i HEAT X OSB 3"/12"8D'S F05 ( 8 ) - oRc N__ DRAFT MEB .. - W/ CE LING ER I C O� - - ..... - ---- - __.. (1)5/8"DIA. DE AIL Q ST I THREADED ; CHECKED EA W ROD _ _ 2 2x8'; --_ N ---- - -- -- o SCALE N.T.S. ASSEMBLY @ MIN. 3ply#2 SPE x4 EACH END. USE#2 SYP 2x6 LEDGER POST @ BM 1. DATE 7.19.2016 ----- --.-----...: FOR 1 BUSSES GE02-&-T-L$ - -_ 1)MTS12 @ RUSS FASTENED TO 16"o/c(MAX) T07-TO-HEADER. JOB NO. 16-171 STUDS w/(5).13 1x3"GUN FOop ---- -- -- -- -- -- -- -- -- -- -- - --- ------- 2 2x,12-2/3,, F 1. m er,`,p OS 3"/12"8D'S W/ •. OSB Y/12"8D'S w 1>s/8" IA.THRED�D ROD AUG G 2 4i 2016 = �r n Engineex� (1)I/T bIA.THREADED RO I A SEMIS Y @�A.END OF EA. 00 i 1 1 ASSEMBLY EACH E X W LT SCGMENIT. cv @ N i I I I r li i » „ i f i OSB 3 /12 8 iS W/ OF'PA.WALL SEGMENT 1/2"DIA.THREADEDROD f SHEA; H PORCH CE ING O SSE LY na EA.E OF • O �j" M$ PE DET IL Q/S 1 WALL SEG NT. - JA 4 r -- + WALL ANCHORAGE LEGEND 4 22x8 (2)2. x8 ® 2 °x8 Eli (9+447 6�►0-b79 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT SHEET 0. .... a ■ O FO _...... __.. ...__ ...-_ _ INT UNDATION AND COUPLINGS AS REQ'D. 3"x3"x%a"ROUND HOLE WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. * RODS AT MAX.4'-O"o/c W/(1) 1/2"DIA.STUBBY BTWN.EA. �"DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3NIOga. SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST z I A FLOOR STRUCTURAL PLAN TOP PL.ASSEMBLY. ,2 of S1 8"TO I"DIAMETER HYBRID THREADED ROD ASSEMBLY. " 3/16" — 1 -O'� DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION,w/J-tog REDUCING COUPLING TO I"DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"x$"WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. • THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO s DIAMETER FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"xj"WASHER ATOP rt UPPER-MOST TOP PL.ASSEMBLY. i THIS DOCUMENT, ALONG WITH IIISHEATHING THICKNESS & A•T•T•ACHME f .,C,HEUIJLE ! !:ITHICK SPAN INDEX (APA,(OR/16 HEADER_ADJACENT TO !\ � {! `( I' ASSOCIATED DOCUMENTS, IS AN ) TOP > PER CALL x..i 1 _ �� INSTRUMENT OF ENGINEER'S ]TECO-RATED WALL SHEATHING SPH4-6-8 CONNECTORS AT ' ',w/ (1) ROW OF Bd NAILS O 1 " MI OUT ON STRUCTURAL TOP >-TO-CORNER POST �` i �i !' ROOF SHEATNING "WALL SHEATHING* (3) ROWS OF 3"o/c AT TOP OF SHTN'G (INT PLAN. ASSEMBLY AND ®TOP ! SERVICE FOR THE EXCLUSIVE USE WIND (supported @ 24"0!C MAX.) (supported 1 " MAX.) j 1 Qd NAILS O 8" 1 ! AT THE PROJECT TITLED HEREIN. : >-TO-HEAQER O MAX. 32"o/c. SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX} Sd COMMON NAILING"' • N 10 NAILS F N O.C,, STAGGERED !TOP >) AND AT BOTTOM OF ! AS SHOWN, EA 'SHTN'G (IN TO HDR.). NO OUTSIDE CORNER OF `� 11 ! �� INFORMATION DERIVED FROM THIS EXPOSURE MIN.THICKNESS*** INT PERIMETER( RIZONTAL ERTAPP.W VERT APP. INT END O 4" O.C. ADDITIONAL >-TO-HEADER (1) ROW OF STAGGERED, PLY' I.CONNECTORS REQ'D W/ TRUSS GARAGE, � °� I � DOCUMENT, AND/OR ASSOCIATED (SPAN INDEX] ZONE END ZONES APPLICATION UT STUCCO WI STUCCO ZONE ZONE 1od NAILS '� i ! DOCUMENTS, MAY NOT BE USED ''' t t/4" OFF 1 5/ • • 'UPLIFTS <1,000�. FOR HIGHER � � .131x3" TOE- OR END-NAILS ', (1) DIAG. (BRACE OVER MIN. (4) FOR OTHER WORK(S) OR /1 ' 15/ 22" " 6" 0.C. UPLIFTS USE CONNECTIONS AS 7/16" STRUCTURAL 6"/12" C"/12° ' STAGGERED, <OF 2x6. • � O KING-STUD TO HEADER. ! TRUSSES APPLIED TO BACK SIDE OF I-RATED OSB MAY (24/1 6) (24/16) (32/!6) WITHIN 3/4" 2 1 Z" • • SPECIFIED ON STRUCTURAL I!' . OF CENTERLINE PLAN. TRUSS TO >CLIPS TO ►• IF THE INDICATED EMBEDDED 2x10 HDRS, USE (9) NAILS, I, i WEB. CONNECT TO EACH TRUSS WEB BE USED I.L.O. (Supported I X.} 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE W/(2) NAILS. INSTALL DIAG. BRACES ! PROJECT(S) WITHOUT THE 15 32" EXPOSURE 115<132mph 7/I 6 �" 12° 6"/�" I • OF 2x4 IBE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY USE (12) NAILS. OF WEB O EACH END OF CONT. LATERAL EXPRESS WRITTEN PERMISSION OF ' ''I THE PROJECT ENGINEER IDENTIFIED p�� g pE BELOW. • i W OUTSIDE'CORNER 0 CAST-IN-PLACE, THEY MAY BE BRACE LINES & O MAX, 20' ,I /1-RATED. EXP.B,C,&D (2�}/1 6) / MIN.THICKNESS(SPAN INDEX) 8d COMMON NAIL NG ! HORIZONTAL ERT APP.W E T APP. INT END . '� REPLACED BY THE FOLLOWING: ' GARAGE. (1) HTT22 •• (1) MSTA-SERIES STRAP O I i INTERVALS BETWEEN ENDS, I' APPLICATION UT STUCCO VE STUCCO ZONE ZONE i • .131x3" TOE- OR END-NAIL EACH JACK-STUD TO I 15/32" 15/32° !9/32" � O KING-STUD TO HEADER. HEADER. 2x10 HDRS. USE ' 6"/12.. 6ii/��� i 2x10 HORS. USE (9) NAILS, 18" STRAPS, 2x12 & ENG. I ! REV DESCRIPTION 6) (32/16) (40/20) 1 1/2" 1 t/2" 2 1 5/8" WOOD HDRS. USE 24" I(32/1 _ • 6d RING SHANK PER R8g3.2.3.1 OF '10 fBC-R: MIN. q,113" 2x12 & ENG. WOOD HDRS. �p� USE (12) NAILS. 'S'�EMkDDED STRAPS MUST 1 AT RA K ALL PANEL EDGES CONTINUOUS L E L I OC L N BL « A T ADE OF •• MIN, WALL SHEATHING dt OF WALL SHEATHING. NOMINAL. SHANK dio., RING dio. q.gt2' OVER SHANK dio., 16-•2q ,>>t2'!� ORS 1 LATERAL RCE US BE FULL. ROUND HEAD MIN. 7.." LENGTH. WOOD•Tie ANCHORING RODS /16 THICK (MIN.) (24/16 SPA BE INSTALLED W/ ADDITIONAL BRACE QUANTITY AND i! IF L TE L B M M NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280-dia. 1L N � !I • Y I A I T SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL INDEX APA- OR TECO-RATED PC. OF //4 REBAR PER I MORE THAN ONE PIECE, DO SO BY I! BY REQUIRED SHEARWALL - PER DETAIL B STI, AT INDEX) stMPsoN WsrRucrtoNs. *► LOCATION DEFINED BY �, ; OVERLAPPING AT LEAST 2 TRUSSES ! 2 NAILING (SEE F/STI). SEE P/STI FOR BOTTOM CHORD !I CK-TO-KING STUD SHEATHING-TO-POST W/MIN 8d's O t2" 0/C OR GYPSUM-TO POST W/ EACH END OF WALL WALL SHEATHING W/ 3"/12"o/c TRUSS ENGINEER, ; ROOF SHEATHING PER �, ASSEMBLIES.BLIES CORNER POST. ETC. TABLE, W/ PLY CLIPS BRACING REQUIREMENTS. MIN 6d's O 4" 0/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH SEGMENT, WITHIN 2" OF 8d NAILING, EXCEPT WHEN NOTED, CONNECT TO EACH 3 (4) .131x3" TOE-NAILS O EA, TRUSS/ ! •SPFr'IFIED NAILING REQUIRED FOR BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF •:, i ••• MIN, 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR ; EVERY PLY IN ADDITION TO 2 PLY'S. JACK-/KING-STUD TRUSS MEMBER W/(2) I ASSEMBLY & CORNER POST EDGES W/2x BLOCKING. STHDt4 AT CURB WALL NAILS II ! (40/20) 1NITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID-SAWN) i' I ASSEMBLY. ROD O CORNER (DTL 2/ST2) �y, I i , !! ROOFING. UNLESS OR NE PLAN, TYPICAL, ALL TRUSS do A LAYOUT OR MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR O LOCATIONS. EITHER PLAN, L / MAY BE USED AT ! ( 4 FRAMING. SEE L N, JACK-/KING-STUD ASSEMBLY NOTED OTHERWISE. RAFTER BEARING POINTS. SSOC►ATED DELEGATED ' ENGINEERING FOR TYPE, SIZE & !' � MULTIPLE PLY P 0 S T CONNECTIONS TO-FOUNDATION & O CORNER NON-CURB WALL (DTL �` � POST ASSEMBLY-TO- 1/ST2) LOCATIONS. �` i i ; The TRUSS-TO-PL. CONNECTORS ORIENTATION OF MEMBERS. v � FOUNDATION• (MAY BE USED �� i ' , STl NOT TO SCALE 1e LxC,LI I At-: i����� ��Iv �rauE. �Yt,� .L,�:J�._,,: _ _.. -_ __ -__ _ __ CASTILLO ------------------------------ ... ..... - (2) 2x0 #2 SYP TOP PL.. FASTEN PLIES � _ ....... - ... LL. WOOD•T' RODS) r ;v, �, `._...L'_.` ...__...... 1 1x3" AILS O _ - - DOOR(S) SHALL BE I�C�; ll. >>t v H�[. TOGETHER W/ (2) ROWS 3 N �; LENGTH OF CSi6 STRAPPING W/MIN. (10) 10d � ATTACHED TO � MULTIPLE TRUSSES H2 5A I Ug.. ��, `�U'Jt�� S:;RE'v"v 12"o/c, STAGGERED, W/ MIN• 24" LAP / INTO EACH PLY OF SILL & HEADIER), EXTEND APPROPRIATE FRAMING MIN. (12) .131x3" NAILS IN EA, LAP. ' HORIZONTALLY ACROSS STUD ASSEMBLY do MEMBERS IN ., GroupP -TO-STUDS I, BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ACCORDANCE WITH MAY USE PA51 or -68 STRAPS LL.O. STHD's FOR TRUSSES O240/C MAX SPH4-, ST G MAX 32/ M . L. - NOT REQ'D WHEN USING WOOD*Tie HOLES W/ tOd. (TYP - 4 STRAPS O HEAD(ER) do (2)2x( ) BLOCKING (TYP). MATCH SIZE APPLICABLE AT STEM-WALL APPLICATIONS. ATTACH TO 4 STRAPS O SILL OF ADJACENT FRAMING (STUDS). i O *TI A H RI G R INSTRUCT ONSR& FRAM( G W/( l6d or (26) lOd •* __ � .._Q_ _ 1 -...-_--, � _ .......I �I A Florida Corporation .''. �TcENails TO Toy ?'_��.�t T�cT �EciuiREc ANCHORING RODS PER DETAIL B/STI i N TRADITIONAL � TAL CONNECTORS t x TYPICAL EXTERIOR WALL Zx( ) �l2 SYP SHOE PL. W/(2) ROWS ' K ' x. � " ; " RE TIoNs. ! � ! - - ' Designers " OF .131x3" O 12"o/c, STAGGERED. %i z MIN, 23 23/32" APA- OR TECO-RATED II � � !', HEADER PER STRUCTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) " TYPICALARAGE DOOR OP NING FRA I G DETAIL - U. .O. I !i HEADER-TO-STUD STRAPPING ST1SCALE ! 2nd FLOOR WALL Engineers EXTERIOR STUD WALL SPECIFICATIONS T&G DECKING (24"o/c STURD-I-FLOOR) w/ SPECIFICATIONS. NOT TO _ ABOVE 65go Roosevelt Blvd. SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6/6 O/C 10d NAILING dt APPROVED �) aAF Jacksonville, 32244 CON 7RUCTION ADHESIVE. ———_— I SEE WALL SHEATHING MATCH SIZE, GRADE & — — ! ! AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces: I SECTIONI(A/S t) FOR DECKING (PERRA/STI) ;I (9°4 77z6ioOL ! Z2 r QUANTITY OF ALL 2nd %r'`• ' " p 'SHALL MATCH JOIST DEPTH (MI � i • Minimum of (2) rotas of t2d (3-t/4") Halls O 12" o/c. I % ADDITIONAL SPECS 7 TO LATERAL BRACE W/ i FL CoA No.z9015 TYPICAL INTERIOR BEARING WALL II u �FLR STUD COLUMNS W/ � �, I t � S WU 2x8) AND BE ATTACHED TO EA,H � �� Minimum of (3) rotas of 12d (3-1/4") Halls O 12'" o/c for 14" & I, '\ ORIENTED (4) 10d COMMON NAILS BLOCKING IN FLR SYS. � ;` i! �� NAIL THROUGH A.P.A, RATED SHEATHING 116"o/c (MAX) VERT. FRAMING / � �- •.deeper. T-BRACE FASTENED TO 2x4 PLANK 0 EN ED I, I - LL AND 1st FLR-LEVEL i✓ %,/ INTO FRAMING W/8d AT 3" O.C. AT ALL "dio. SDS-SCREWS - 3" LONG IF —�. • Nailed connections require on additional rota of nods When nail size LATERAL BRACES O 24" EXCEPT AS NOTED ON STRUCTURAL PLAN(S) II �� �� � N W/ �``, v' ! `," + i � y4 W - STUD COLUMN U.N.O.- _.. ......__._.�i.....__....r..j_.._ , � ': EDGES AND INTO EACH PLY OF EACH � WEB W/.131x3" a 6" EFFECTIVE PL.HT. FT ALLOWABLE STUD ��, _ � ��• ! ! : i DIRECTLY ATTACHED TO FRAM( N ! is smaller than specified above (min. 0,128"X3"). 0/C. T-BRACE TO BE \ 0/C TOP AND BOTTOM. ; 2x4 , DOUBLE INTERIOR PLATE, 12 O.C. w , • Noil from BOTH SIDES of 3-ply members ! BRAE024DIAGONAL TO 12-1 t S 2x4 S SPF STUDS®16" r INTERMEDIATE FLOOR SYSTEM - � r ! ELSEWHERE, �3-1/2" LONG IF ATTACHED � SAME SPECIES AND \, FASTEN TO FLOOR TRUSS APPLICABLE TO MULTI-STORY BUIL �/\/ I THROUGH SHTN'G. a 3-1/2 Width Pieces ANQ 4-p t-3/4 Width Pieces: 12" 3 10d COMMON 0/C, DIAGONAL To, '-�" I QUANTITY OF SCREWS: O GRADE AS WEB TO BE W/( ) x SYP Tu ®t o Y. SEE PLA LAYOUT, OR 'I W FOR OTHER UPLIFT HARDWARE AND • Minimum of 2 ro4i" /2" bolts O 24" o/c stag ed. TOE-NAILS. BRACES TO BRACE TO ! ro 2t'-7" 2 s ONL N, „ BRACED. SIZE OF MEMBER \ EXTEND INTO FLOOR LATERAL(BRACE ,i ASSOCIATED DELEGATED ENGINERING FOR � I� r� fx- I CONNECTIONS, SEE TYPICAL WALL :2x8 LDGR: (6) SCREWS 2x STUDS i 12" AS SPECIFIED BY ]RUBS W/ (3) 0 PER TABLE. I SYSTEM (1) BAY, ATTACH 2nd FLR STUDS TO 1st FLR TYPE, SIZE do ORIENTATION OF MEMBERS, �I SECTION AND TYPICAL HEADER 2x10 LDGR: (7) SCREWS ......-- i 12" DESIGN ENGINEER MIN. �\ COMMON NAILS BRACING, BLOCKING do INSTALLATION � !, FRAMING DETAIL. 2X12 LDGR: ($1 SCREWS ? ! 1X4, LATERAL BRACE LOCATION IIS�AA II'' ) � '� ON BOTTOM CHORD TO X� AT EACH END STUDS (OR BEAMS W/ CS16 STRAPS —V- ;; DETAILS. � ! ! ' ' (28" + DEPTH OF FLR SYS. IN LENGTH) (2)2x{ ) HEAD AT DOUBLE INTERIOR i � 2 SYP LEDGER FASTEND TO 16"0/ I I l '� MATCH BRACE LOCATION { « SEE SCHEDULE FOR I x, AND SILL I ! TRUSS-TO�LEDGER � � �- ION ® MAX. 32 o/c W/ (11) tOd/END, � !, ! SILLS/PLATES/BLOCKING, NAIL FIRST j (MAX)(IMAXSTUDS W/.131x3" GU NAILS O EA ',CONNECTOR I � vsON TOP CHORD. !, CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD ! (TYP) PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYON LAST TRUSS. ' � I !i SPECIFIED i � � � ' & EXT, WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & � � i I � I ted COMMONS AT 8" o.c. ! BY TRUSS ! � � � �. INTERMEDIATE FLOOR USING WOOD*Tie ANCHORING RODS PER SPACING - i ENGINEER. SYSTEM DETAIL B STl !� SIDE PANEL HEIGHT TO �`� IL B/STI U.N.O. I :a I '! WIDTH REQUIREMENTS T I � ��® CEILING LINE I ' �! h ft MIN. w PT 2x( ) #2 SYP SHOE PL.. ! ! � , ' FASTEN EXT. WALL SHEATHING � I I� i '! I , ; � T 2'-1 I Rvy 0-77 .........2x6 w/(5) ILS O STUD. I a TRUSS WEB REQUIRING BRACINW�'. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 0 MAX 32 o/c ® f ! ! !I -7-, ! Rvly 777-1241... 2x8 W/(8) NAILS O EACH STUD, , ECTIO OF U TIPLE PLY$ F ;I PL-TO-STUDS NOT REQUIRED z ! RIBBON w/ PRESCRIBED 'EDGE NAILING � I' , '! � ! s 1-a I 2 ' WHEN USING WOOD*Tie ANCHORING � � I IV-5- ! i� 5' i - NAILS �2" SCL BEAMS U.N.O. SIZE/SPACING. ! ! '' ! I LEDGER D TAIL STI � ! `° RODS PER DETAIL B/STI. !; � I 4' 1'-2 1 2 ! $T1 I NOT TO SCALE ! / ! WITH 4" BRICK VENEER EXTERI � " ! ! � NOT TO SCALE It i _' TRUSS ON PARALLEL END WALL (NOTE: '•I FINISH, „ YM.- .. _ ---- ...... ..... --........ FOR CLARITY,)RIBBON OOR TRUSSES NOT SHOWN ADD CORRUGATED G LV. BRICK TIES ® 24 o/c HORZ. & ROOF/PLOD / (i) HTT5 TO ATR (TYP). HEIGHT-LIMITED � TRUSSES (2) A2 SPF 2x4 O EA. CORNER / / 1 2"dia X 7" EMBEDMENT BOLTS OR I�! INGLE TRUSS 16"o c VERT. BRICK TIES MUST APPLICATIONS MAY USE, I.L.O.LL.O. ROOF FLOOR SHEATH( CAST-IN-PLACE J B LL.O. 4x4 POST. (3) k2 SPF 2x4'S ^ BE FASTENED THRU SHTN'G TO I i HTT5, (1) PHO6 OR (2) PHD2's. IF / 7► O CORNERS DIRECTLY BENEATH 1 2 dia X 6 EMBEDMENT ! WALL STUDS. / " " !! FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR I Ff>i � EPDXIED ALL RODS w/ SPECS. IF OVER 1st FLOOR BEAM, !II, ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. EN 6 IS WALL SHEATHING PER TABLE 2"x2"xt/8" WASHERS ® 24"o C. I STRAP TO BEAM W/(3) CS16's (3ply 2X4 #2 SPF LEDGER I i BEAM �T 6 do 6/8Rm 5D t/2 EMBED BRACING NOTES: SEE SILL PL. SHEAR CONNECTOR ), W/(4) .131 X 3" TO I EPDXIED ALL THREAD O EACH 2• BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS ; I► END POSTS REQUIRED EACH INTERSECTING �I DETAILS PRODUCED BY THE TRUSS ENGINEER. i (3) ,131x3" , Q�ALTERNATIVE AS SHOWN ON 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEETS) ! TRUSS MEMBER - ---------SSSS-- 4, SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. 88 SHOWN. SEE SHEET ST2 FO I! E SWB — SPECIAL SHEARWALL DETAIL i, TRUSS ORACH - STRUCTURAL PLAN. I Ii! USE WHEN BOTTOM APPROVED FOUNDATION ST1 NOT TO SCALE CHORDS ON LEDGER TO I 5. REFER TO BCS( 1-03 FOR ADDITIONAL PERMANENT TRUSS BRACING INFORMATION. WHEN USING WOOD*Tie RODS. i TYPES STYLES. ' ! / ONOPPOSITEHEIGHTS BLOCKING. III I BEAM-STRAP PER N/STI LION '' OF WALL. �7/16" A,P,A. OR TECO RATED A TYPICAL ONE— & TWO—STORY WALL DETAIL I; SHEATHING W/ 6"/12"o/c 8d !! III NAILING - 4 SIDES R PERMANENT ROOF & FLOOR LATERAL BRACING 2x4 �2 SPF BLOCKING O (4) ,131x3" TOENAILS ST1 NOT TO SCALE I! � O EACH BLOCKING I I ST1 NOT TO SCALE � !I ! 24" O/C. REDUCE 5" < FROM EDGE OF / �., ': TO TOP PLATE OF ! AX SPACING TO 16" o/c FOR ' �, EXTERIOR WALL. PT. BEAM ABOVE c , SHEATHING/POST ', SW2 AND 12" o/c FOR �, � w I SWI, i WHEN THE HORIZONTAL DISTANCE FROM THE 3x4 X12 SYP OUTLOOKERS - « ROOF SYSTEM - PEAK OF GABLE TO THE EAVE OR SEAT M THE - OVERHANGS 1 16", O 24"a/c W/ LOW-CARBON STEEL NUT FOR Xz O AT - _ ABOVE ROUND "FENDER" WASHER ABOVE CONNECTED To WALL ° TRUSS IS I ESS THAN THE - DETAI STRUCTURAL I i I EXTERIOR WALL I, ; SPACNG INDICATED FOR THENIXu BR CINGN A R CHORD OFAGAB�E TRUOSS OR ENDP 3"x3"x9/64" SLOTTED STEEL WASHER..... ROD TO BE POSITIONED SO THAT SQUARE SW (TYPE) BUILT-UP OR BOXED COLUMN MAY aE SINGLE -X--BRACE AT THE PEAK MAY IN USED WALL TOP >. '- -- _- --- -..- �� ' MIN. 7/16" THICK (24/16 SPAN INDEX) APA- OR ( ) " / ' ;-- DETAIL TO BE FOLLO DAT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6xfi. AND THE OTHER OFF-PEAK X"-BRACES MAY - OVERHANGS 16=>24", O 16"o c � � WASHER CAN BE TOTALLY SUPPORTED BY r':;' t�, -'"TOP PL.. � `y�' TECO-RATED WALL SHEATHING ATTACHED TO ' i 1 EXTERIOR WALL RUNS ETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. / ! FRAMING MEMBERS do BLOCKING PER TABLE BELOW. ! L BOXED COLUMN DETAIL •• (2) H5 OEACH OUTLooKER TO TOP � r n TORQUE NUT ABOVE WASHER TO 30-35 I BLOCK ALL UNSUPPORTED PANEL EDGES W/f�IW. ALLv , U -% i ST1 NOT TO SCALE FASTEN "ROOF SHEATH( G CALRO OOP;ABLE TRUSS OR END FA TEN ALL ROOF SHEATHING i 2x4 BLOCKING. ':, (9TRUSS BL CKI G DETAILFOOT-POUNDS AT TIME OF INSTALLATION 2x4 BLOCKING AT ALL ROOF - '- „i (AFTER EPDXY CURES). 2ply MIN. STUD END POST (PER L SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W/ 8d ALL SUPPORTS w/8d ' STRUCTURAL PLAN) O EACH END OF ': ' _ -- � -' �• DETAIL D-STI ' ! 4' 0" OF GABLE WALL NAILS O 4"o/c 2x iy2 SYP BLKN'G BTWN NAILS O 4"o/c SHEAR-WALL U.N.O.- SEED ' ' ! I OR ATTACHMENT OF POST. PLY'S ^' - OUT KERS .131x3" . � } L NAILS O 6"o c TO `I!... � __ TOE / --- - - z 1/2" WOOD•Tie — (3) ,131x3" TOE-NAILS TOP CHORD or TOP > = i --W Q ATR MAXIMUM OUT-OF-PLUMB ! � TOLERANCE: Y4" PER FOOT OR 2" PER 5-1 2" MAX ROD U.N.O. HEADER PER STRUCTURAL O OUTLOOKER / ' 2x4 BLOCKING AT ALL ROOF DROPPED (-3Ski") TOP CHORD r WOOD•TIe ROD FLOOR LEVEL - WHICHEVER IS LESS. - - - - - - BLOCKING-TO-TRUSS SHEATHING PANEL EDGES WITHIN' CONVENTIONAL OV. FRAMING CONSTRUCTION NOTES T ASSEMBLY � PLAN OR TRUSS LAYOUT OP CHOR 2x "L" OR "T" BRACING ON VERTICAL ' 4'-0" OF GABLE WALL. KI S UD ROD NG �2 SYP DBL " PROVIDE FULL OOD TIE ROD PER �_ KI OPENINGS MAY SERVE #2 > WEBS AS SPEC'D BY TRUSS ENGINEER. SHEATHING COVERAGE W 2 /�2 SYP vER 2x " (3) •131x3" TOE-NAILS O RAFTERS - USE 2x6 SYP/SPF RAFTERS 0 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .131x3 TOENAILS. ' �B/STI i AS END POSTS AT ___ .____ _._. _....... , i L O BTM TO TO MIN. 2x4 k2 SPF O MAX, 24 o/c W/ ', OU KER-TO- SS TC _ P CHORDS .131x3" ON MIN. ONE PLATE, SHEAR-WALL ENDS ! „ AI ,131x3" NAILS O 6"o/c FROM BRACING r�oo TRUSS VALLEY NAILER USE Ott SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TO C 0 DS W/ (4) NAILS, NAILING INTO 70P PLATE w( (3) .131x3 NAIL ` TO WEB. ABSENT OF SPECS) ON RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES ® 4' 0/C (MAX HEIGHT = 6-3 *). i INSTALL DBL 2x IINAILS W/(9)1`14 / TO -NAILS PER END. PER A/STI, II I, I _ 2x #2 SYP DOUBLE TOP >ASSEMBLY * Q — BLOCKING IN EACH END OF EACH- ;, TRUSS ENG., REFER TO "EXT. WALL - SLOPE TO MATCH ROOF PITCH, RIDGE CRIPPLES - 2x4 SPF ® 2' 0/C (MAX HEIGHT = 6-3" ) ',. HOLt) Al EACH 5-1 AX I FIRST TWO STUD BE TO POST. 2x4 X12 YP "X" BRACING. LOCA O PEAK do SPACE STUD SCHED." ON STRUCTURAL I I OF SHEAR-WALL, PER � ! I IF 1x4 T-BRACE IS ATTACF�D TO CRIPPLE W/ .131x3" NAILS ® 4" 0/C (MAX HEIGHT = 9'-10"). INTERMEDIATE SHEAR ASSOCIATED TABLE. ' SPACE . MATCH LOUALL EACH WAY AS SHOWN BELOW. EXTEND "X" DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR * - II INTERMEDIATE FLOOR FASTENERS, PER DETAIL I I ADJAC T A ALL A D LL.O. >HEIGHT, DOUBLE AND/OR I SYSTEM TO UNDERSIDE OF DBL TOP > IF 2x4 T BRACE IS ATTACHED TO CRIPPLE W/ .131x3 NAILS ® 4' 0/C (MAX HEIGHT = 11'-2"). SYSTEM-APPUCABLE •f I BEAM ABOVE BRACES INWARD MIN. 8 FROIv) GABLE W N -GARB STEEL ! A/STI TABLE, TYP, FRAM11 PER ATTACH TO 2x4 VERT OMID-POINT W/(3) .131x3" TRIPLE "L's/T's" AS REQUIRED TO ! ASSEMBLY(O OUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED W/ (3) .131x3" LOW ON I To MULTI-sroRY ! L I i-'----1 SIZE/G DE/ TOP VIE OF NAILS FM EA SIDE OF "X" BRACING. MIN, 3 EVENLY MAINTAIN MAX a/c SPACING WHEN STRUCTURAL PLAN. ; TOE-NAILS TO EACH TR STOP CHORD. COUPLER W/MIN. 96 BUILDINGS ONLY. F SPECIE FROM O 131x3 TOENAILS. THREAD ENGAGEMENT ---- -----_ ------ ...... .....i ( ) . z r H ULE PT X12 SYP 4x4 POST ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RA TER OR RIDGE W/ (3) 131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ 3 " FROM EACH WOOD*Tie S UD ED POST/eEAI� -COLUMNS TALLEF THAN 10' OR r n MAX. "x" BRACE SPACING: �� � TOP CHORD GABLE R00 ENGINEERED Root' TRUSSES 48 RIDGE - USE MIN. 2x8 # SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). ROD, (OPTIONAL, Ii THOSE SUPPORTING ENGINEERED TO COM TRUSS ® 0 E E D A D TRUSS TOP CHORD OR BLOCKING SEE ABOVE AT OPPOSITE END W 3 .131x3" TOENAILS. !! INTERMEDIATE SHEAI#4FASTENERS, PER SILL > I � 1/2" dia. (2) MSTA3q W/(24) tOd WOOD PRODUCT: USE PT �2 <�12 PITCH _ 8'_0"o/c •i TRUSS CONVENTIONAL RAFTERS/JOIST NAIL RIDGi::ENDS �l N N N ( ) / ( ) LOCATE AS REVD) II " SHEAR CONNETOR SCHEDULE ON S-SHEET(S). WOOD•Tie �(2 < T1s PITCH 6' 0"o/c 0 * , - i NAILS NAILED TO PLATES SYP 6x6 POST, (U.N.O, ON 7/16" THICK (MIN.) APA- BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI. WOOD Tie RODS dia. U,N.O. ! AND BLOCKING ON INSIDE TECO-RATED WALL SHEATHING. ° p,! ! •+ A307 THREADED STEEL RODS a STRUCTURAL PLAN) y ("ATR") LOCATED AT TRDTN L IvITL CONNECTORSII WOOD*Tie ANCHORING RODS ', FACE of LL. ; ; _ ......__ ____� _.•. _.... :-. ._ �= `i MATCH NAIL SIZE/SPACING r �''+ _. r��, I SEE TRUSS DETAIL "VALCONVF1103 (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. ! EXTRA ROD REO. FOR SHEAR-WALL HOLD DOWN IN ', ' I ', I _._._.... ; ; ', DESIGNATED FOR WALL BELOW , _.... _ - -.-.... _._._.... ...... .. -- ._ ......... - -....-- . .....--..-- CORNERS, EACH SIDE OF - -_.. __.. I OPENINGS LARGER THAN 6, '! ADDITION TO ANY RODS USED FOR UPLIFT. ! � "�""�"" i ' 2x4 2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. BALLOON FRAMED ATCH EDGE NAILING MATCH EDGE NAILING « " ! EXT. WALLS) or - -------- _..._... EDIATE AND 6 o/c ( W ) IIPOST TO SLAB CONNECTION WITH w/(3) .131x3" NAILS INTO EACH BALL00 FRAMING MAY BE USED WITH PATTERN FOR PATTERN FOR SSSS 2x4 ty2 SYP "CATS"O CN x INDEX SHEATHING 1/4 FROM TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO " N 2x 2 SYP CONTINUOUS X 12"o c ATTACHED TO SILL PLATE 4'o/c (INT, WALLS) BEAM ABU44 OR ABU66 W/(12) 16d ROOF TRUSSES OR CONVENTIONAL II SPECIFIED SW(BEL SPECIFIED SW(BEL / BOTTOM OF SHOE PLATE FOR SPACING do LOCATION OF BOTTOM CHORD OF GABLE TRUSS W/ FRO TOP >OF AT SHEATHIN TOP TOP >'S W/(4) 12d SHEAR THEREAFTER. SEE DETAIL - - A H D OF EACH SHEAR- ALL SEGMENT ABOVE MOISTURE PROTECTION AND TO HOLD-DOWNS E C EN W 0 do ATR OR (1) HTT16 & ATR. !! I FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN TOP SHEAR-WALL TO ADJACENT, ! AI ry M CO NECTORS - AT ENDS OF I! 8d COMMON ADJACENT"X" BRACING, ' AT OVERLAP 0 TO DOUBLE N F/STI FOR USE N (2) H2.6's, H6's OR EQ. FRAMING AILS(BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD O INDICATED COMMON NAILS H CREATE VE SEE TABLE FOR NAIL SPACING I QS}g,'Zj� PLATE O TOP OF WALL. SHEAR WALL SEGMENTS. SHEAR-WALL 1st-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS j 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE 'FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. !. x 3" NAILS FROM TRUSS BC TRUSS CONNECTION. 11 ATTACH TO EACH ADJACENT. AND CONNECTED T0, TO THE TO 2x AND FROM 2x TO ADJACENT TRUSS W/ LJ� OUTSIDE FACE OF SHEATHING TO APPROVED DESIGNATION ' FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY w/ j (3) 10d COMMON BE "FLUSH" W/SLAB EDGE. � FASTENERS AND ! DESIGNATION PANEL PANEL TRADITIONAL WOOD•Tie TRADITIONAL W000•Tie '! ! � ; UNDERSIDE OF THE OUTLOOKERS ABOVE. ff A TOP >- MATCH EDGE ,. e_ i. I I I TOE-NAILS. �► - ---� SPACING. ! , , --� OF GABLE TRUSS. SEE 131x3" TOENAILS O 6"o/c & EITHER GABLE TRUSS IS USED, tT ABY BE APPLIED TO ': FASTEN STUD PLY'S STRUCTURAL PLAN. MS1x3" STRAPS O 48 o/c OR LTP4 NAILING PATTERN FOR - - �-' THE INSIDE OF THE WALL STUDS AND THE B.C. I-{" SPECIFIED SHEAR-WALL. 2x X x - TOGETHER PER DETAIL r >! _ (2) CSt�i s ACROSS WALL SEGMENTS > �-<;�l t �:'�\ �,-�\\� \ PLATES O 32 o/c. ,-'1� ;:. �.... EDGES FIELD HARDWARE RODS HARDWARE sW WALL SEGMENTS �1�'LONG: WALL SEGMENTS > - - TRUSS = ENG. TRUSS _ ENG. TRUSS ! « A 15' LONG: NONE FLOOR SYSTEM TO 15 LONG. NONE � ` � � �` ` � ENCLOSED 6 o c 12 o/c NONE REQ D. WALL ' \ \ \ ENG. L HT OF SHEAR-WALL.,: ��, ATTACHED TO EACH STUD WITH 3 131 X 3 MUST MATCH OR EXCEED N / REQ'D. WALL HEADER OR STUD REQ'D. WALL D-STI, % •;� PLATFORIuI FRAMED y> AND THE T.C. TO THE TOP PLATES W/,131 X ENG WA � ! SEGMENTS < 15 LONG: (1) " I' TS < 15' COLUMN BELOW w/ SEGMENTS < 15' i ! ;' .- 3" O 4"o/c IN (2) STAGGERED ROWS. !, SHEAR-WALL - CONSTRUCT I � SIMPSON AT" (ACRYLIC TIE) z co FOUNDATION - HTT16 OR (1) PH02 SE ! • � ��\\ •• BOTTOM CHORD OF GABLE TRUSS MAY BE � •• SHEAR-WALL - CONSTRUC i I 2-PART EPDXY, INSTALLED w J � ARTIALLY LONG: 1) J¢"dio 1st FLOOR LONG: (1) )z"dia FLAT, SLOPED, OR COMBINATION THEREOF. IN IF 1st OUTLOOKER IS PER SPECIFICATION. EI7HE ' PER SPECIFICATION. EITH I MONOLITHIC-STYLE ( I -�� I PER MANUFACTURER'S U Q �', NCLOSED 6"o/c 8"o/c VVOpp•Tie ROD HOLD-DOWN AT BASE WOOD* ROD � ! � '\:\ \ FOOTING (SEE - OR BOTH SIDES MAY BE � o - I FOUNDATION SHOWN \ \, ALL INSTANCES: VERTICAL WALL FRAMING MUST I 32" FROM FASCIA OR BOTH SIDE(S) MAY BE SIDE(S) INSTRUCTIONS. " •' ! i.---- --..---A -SSSS SSSS - - ---- '•. � ,-" FOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP ;:-- %'' BOARD, DOUBLE 1st SHEATHED. ' OF 2x NEED NOT SHEATHED. ,� = EDGE N ' m� � FOR CLARITY, SEE �! SW2 (1) HTT4 OR (1) PHD2 (1) l�dia {2) CS16s�ACROSS (1) Y2*dla I _-....._.- __ ____ ____.- _. I SIZE) PLATES IMMEDIATELY ADJACENT, AND -%'� �; OUTLOOKER ONLY, I' BE FLUSH WITH EDGE w � w SHEET ST2 FOR ENCLOSED WOOD*Tie ROD FLOOR SYSTEM TO WOOD Tie ROD � � OF TOP >, C , APPROVED FOUNDATION 4"o/c 12"o/c HEADER OR STUD CONNECTED TO, BOTTOM CHORD ABOVE. '* v ci TYPES/STYLES. COL. BELOW w/ 1st PORCH POST & BEA THIS DETAIL PROVIDES AN LTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A O a V) ARTIALLY FLOOR HOLD-DOWN N SHEAR-WALL TO A HORIZ TAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA 4"o/c 8"o/c AT BASE AN ENGINEERED TRUSS, A MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE ENCLOSED M CHANGE I PLATE HEIGHT sT1 FRAMING DETAIL U.NO. (1) HTTS OR (1) PHD6 (i) "dio WOOD*Tie (3) CS16's ACROSS (1) 5/g"dio WOOD*Tie — — SHEAR-WALL CONTINUOUS 0 THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I , SW1 ROD (MATCH HTT22 FLOOR SYSTEM TO ROD ST1 NOT TO SCALE NOT TO SCALE s TYPICAL GABLE END FRAMING DETAIL U.N.O. SHEATHING. THIS DETAIL I NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL LJ� ENCLOSED ROOF FRAMING IS USED. MIN. 2" EDGE ` SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON 'I 3-o/c 12"o/c i ST1 NOT TO SCALE ROOF FRAMING IS USED. EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 U DISTANCE S-SHEETS) FOR SILL PL.-TO-FOUNDATION I OOD•Tie RODS. w/ 3"x3"xYa" COL. BELOW w/ 1st EMBED./EDGE DIST.) SSSS SSSS - --- ACHORAGE WHEN USING W -H A H FLOOR HOLD-DOWN w/ 3"x3"xYa" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING O TIO 1 OPTION 2 ARTIALLY « _ DETAILS FOR MAXIMUM o c --_--- - SSSS- SSSS ------ -.-- .... -.. __ __. ..... - --. _ __ -I; INTERIOR SHEAR-WALLS R ING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING P LLEL TO TRUSS ABOVE ' ENCLOSED 3"o/c 8°/c AT BASE ROUND HOLE ON CONSTRUCTING A GYPSUM CLN G / � � O WASHER SPACING OF BRACING. -- _ -� - N W DIAPHRAGM, REFER TO REPORT ICC ESR EXTEND HEADER TO KING STUDS • 115 8d ILS EACH END OF EACH STRAP. 1338 & ESR 1046 "GYPSUM BOARD B O O D*Tie DETAILS & S P E C I F I C A TI O S INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONE STUD TO TOP OF MATCH EDGE NAILING W „ ALL UNDER-EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS ——————-, PATTERN FOR ROOF FLOOR SHEATH( G NOT TO SCALE i!NOTES: -PA EL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16 THICK APA OR TECO-RATED WALL 1) HARDIE N BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, AS JACK STUDS AND STRAP EACH °„° .: -— ° ° ., ' 2x4 /2 SYP NAILER TO _,_ .....................................•ti THI G ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. SPECIFIED SW(BEL 7 INSTALLATION AND BRACING AT SHEATHIN TOP SHEA N N MATERIAL, RATED & INSTAL ED JACK TO HEADER ON UNSHEATHED ° L. ° „ , � ° ' OPENINGS AND OR PENETRATIONS GREATER THAN 12"02" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE DESI SIDE w/(1) MSTA24 PER PLY. HEADER PER STRUCTURAL PLAN. ° ° ° % BOTTOM CHORD OF TRUSS A 2) / AR- ALLS SHALL BE MIN. 48" LONG W/ MIN. (24) EVENLY-SPACED 10d NAILS, PRESSURES FOR THE SPECIFIC 16" W/ tOd COMMON O 3"o/c. PROVIDE FULL-DEPTH CHORD OF INDICATED AS REQ'D FOR RADIUSED-TOP 3) TOP PL. SPLICES IN Stat do SW2 DESIGNATED SHE W 1x4 SYP CONTINUOUS BRACING __ __ _ TRUSS CONNECTION. MAx 7/16" THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ 2x �2 SPF BLOCKING, " T - AILS PER END. 4 AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24'S (ONE EACH SIDE OF >) CENTERED ON APPLICATION, L26, ifs" THICK W/(2) 10d TO EACH TRUSS. TRUSSES ABOVE 1st STORY WINDOWS, w/(2) .131x3 TOE-NAILS FASTEN TOP PLATE TO HEADER SPAN INDEX) APA- OR MIN, 7/16" THICK WALL EACH SPLICE. (MIN.) APA- OR TECO-RAT D A HEADER, ADJACENT TO SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR DO NOT SPLICE - OVERLAP "'I "�" SHEATHING OR STRUCTURAL SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CITU:WALLS I SHEATHING W/6-/6-o/c W 2) ROWS OF 16d NAILS O TECO-RATED WALL SEAR-WALLS. ATTACH ! _ - - CONNECTORS 5) SECOND L JOINTS MIN. (2) TRUSSES. y / � / � 'l S SHEATHING TO BLOCKING w 1 ROW OF 8d TOP PL. PER CALL SPH4 6 8 CONN 3 o c (TYP). "!," ��'; ENG. TRUSS SHEATHING W/ 3"o/c Bd « SHEET-SIDING 2" - WITH I I UM ATR EMBEDMENT$ INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dia AND 16" FOR 6/8"dio RODS. 6d NAILING. BLOCK ALL °, t6" MIN. FOR 1 STORY W/ 8d NAILS O 6 o/c AND /O STRUCTURAL O TOP PL.-TO-HEADER O ,; SHEAR WALLS WA MIN M � « OUT ON ! ___... _..__... _..__.. _._ EXTEND BRACING TO END OR SEE CALL-OUT - _ �� „ i NAILING. BLOCK ALL DESIGN R W NAILS O 3 o/c AT TOP OF AX « LOCATIONS ERE AN INTERIOR WALL IS DE9GNAIED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDGE _ ...... . ......... ----.-- PL N• MAX. 32 o/c. I 6) AT LOC N WHERE - -:.BRACED WALLS & ATTACH. ON STRUCTURAL ° :,. ,. „!°I ,.,� 24 MIN. FOR 2 STORY I ATTACH SHEATHING _ UNSUPPORTED PANEL BLOCKING TO TOP PLATE / �'v( SHTN'G (IN TO TOP >) AND AT 1 ABOVE. REFER TO DETAIL W/STI FOR OPTIONS. FASTEN SHEATHING TO HEADER W/ TO NAILER W/Bid EDGES W/2x BLOCKING. /0.131 x3 TOE NAILS O BOTTOM OF SHTN'G (IN TO HDR.). ADDITIONAL PL.-TO-HEADER PLAONp NTNG EC 8d NAILS IN 3" GRID PATTERN AS COMMON O 3 /c. 4"O/C IN (2) STAGGERD DRAFT M E B No �. ..., CONNECTORS REQ'D W TRUSS 131x3" TOE- OR F TYPICAL SHEAR—WALL ASSEMBLY DETAIL_ SHOWN & 3"o/c INTO ALL FRAMING ° SHEAR-WALL - CONSTRUCT RQWs, 7"/7"o/c 5d COOLER MEMEBERS (STUDS, BLOCKING, AND � PER SPECIFICATION, l UPLIFTS <1,000ty. FOR HIGHER END-NAILS OKING-STUD $Tl NOT TO SCALE NAILS OR �t6, t-Y�" CONTINUOUS BRACING IS ly SILLS) (TYP), ° ;,; '• IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP >OF CHECKED E A W -- -- - TO HEADER. 2x6 HDR, DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE EMBEDDED STRAPS ARE TO TOP >'S W/ 8d SIDE OF WALL OF BOTTOM WALL UPLIFTS USE CONNECTIONS AS _ _!�_ '! °:°I °°; NOT PROPERLY C O 3 CHORD NAILER, i ! IFI 0 STRUCTURAL PLAN, SPECIFIED N - -.- ---- USE 6 NAILS. 2x8 do j _ __SSSS---__-SSSS __---SSSS-----.._ - --' BOTTOM CHORD (AND, ,° >:, °"' AT � 1 1 O ------------- _-_-----...-_ _---_. -- --- TRUSS BOTTOM CHORDS MAY B INTERMEDIATE (NON-CORNER) IJ I CAST-IN-PLACE OMMON "°/` SCALE N T S = � HEAD - APPLICABLE ONLY '.� 2x10 HDRS. USE (9) SUBSEQUENTLY. THE GYPSUM CLN'G PORTAL FRAME DETAIL. MATCH ., FOUNDATION POUR, ' WINDOW BRACED BY E1ItiEB METHOD - THIS DETAIL PROVIDES ALTERNATIVE METHOD OF ATTACHING A .131x3" TOE- OR NAILS, 2x12 & ENG. 1 OOD•Tie ROD ADJACENT TO IS ATTACHED TO THE BRACING TYPICAL. SEE STRUCTURAL 0 DOESN'T ATTACH O W THE CONTINUOUS 1x4 BRACING j.I '°, THEY MAY BE TRUSS-TOSS CONNECTOR: AILS O KING-STUD WHEN WINDOW WOOD HDRS, USE 12 RATHER THAN DIRECTLY To THEMAX. FOR ADDITIONAL INFORMATION, REPLACED WITH HTT22'S j SHEAR-WALL TO A HU? TAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE DATE 7.2 0.2 016 END-NAILS N DIRECTLY TO HEADER. SEE TABLE FOR W ( ) STUD POST IF PORCH BEAM IS T (SHOWN AT RIGHT) OR THE RIGID STUDS PER M AN ENGINEERED TRUSS, D MAY BE USED I.L.O. FRAMING THE TO HEADER. 2x6 HDR, USE - NAILS.. CONVENTIONAL LUMBER (2x8, 2x10, TOP PLATE MAY BE NOTCHED 0 TRUSS) THE MAXIMUM o/c SPACING HEIGHT CONNECTORS, ETC. - •' TYPE (DTL A/STI) ! SIZE & CONNECTION(S). ° ° �°°-° °°' (6) NAILS, 2x8 &2x10 ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT STRUCTURAL PLAN. � �� �� SHEAR-WALL CONTINUO TO THE UNDERSIDE OF THE HORIZONTAL ' ! 2x12, ETC). (1) WOOD OF THE BRACING IS 24". STRAP TO HEADER ON 10'-1 ! AILS 2x12 --SSSS-- ------ •TIE ROD HDRS. USE 9 NTA-SERIES STRAP P TIF WALL PROVIDED THAT (t) 2x4 �+2 SPF 1 8" FOR A PANEL SPLICE if needed). ! <,� -I=,.; i SHEATHING. THIS DETAIL. NOT APPLICABLE WHEN CONVENTIONAL STUDS / SHEAR WALL JOB N 0. 16-171 (1) Ms ADJACENT TO EACH SIDE OF OS •• EMBEDDED STRAPS ' I 0 N M GIS USED. ( ) HEATHED SDE / ROOF FRA IN & ENG. WOOD HDRS. USE -......... 1T � _ O EACH JACK-STUD TO PORCH BEAM IS ENGINEERED LUMBER � POST IS ADDED TO EACH SIDE OF UNS W/ (12) NAILS,. HEADER. 2x6 HDR. USE LSL, LVL, PSL, ETC.) PORCH BEAM TO SUPPORT TOP >. IN YP ' IAPHRA METHOD CONTINUOUS WOOD BRACING METHOD (1) MSTA24 PER PLY, PANEL EDGES SHALL BE BLOCKED, MUST BE INSTALLED W/ FRAMING PER PLAN INTERMEDIATE WINDOW HEAD - ( & OCCUR WITHIN 24" OF ADDITIONAL PC. OF I( 12" STRAPS, 2x8 & 2x10 ADDITION. (1) WOOD-Tie ROD SHOULD MID-HEIGHT Of WALL. REBAR PER SIMPSON TIO 3 OPTION 4 S Q.FT. APPLICABLE W/DETACHED ,qp �'�.. BE INSTALLED TO EACH SIDE Of (REQUIR S USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16 THICK (MIN.) (24/16 SPAN ! i •. � HDRS. USE 18" STR S, °;° .°, INSTRUCTIONS. INTERIOR OR EXTERIOR SHEAR-WALLS RUNNING WOOD Tfe ANCHORING RODS, PE APPLICABLE ONLY. SEE TABLE 2x12 & ENG. WOOD HDRS. PORCH BEAM AND (i) MSTA24 SHOULD USED TH "PARTIALLY ENCLOSED" BUILDING TYPES} INDEX) APA- OR TECO-RATED INTERIOR SHEAR-WALLS NNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR Twg DETAIL B/STI, EACH SIDE OF FOR SIZE & CONNECTION(S). USE 24" STRAPS. BE ATTACHED TO (1) SIDE OF EACH � WALL SHEATHING. BLOCK ALL 16" MIN. FOR 1 STORY "° `° VERTICAL WEB 6" TO 1'-6". EACH OPENING, WITHIN 2" OF TOP >CENTERED ON THE JOINT. P BOTTOMCHORD BRACING & SOFFITS DETAIL UNS ZPBROCKINGNEHORIZON L 24" MIN, FOR 2 STORY ° ICI sTHD14B,I SHOWN *e 1. C�N��'y� JACK-/KING-STUD ASSEMBLY, T P I C A L JACK- & KING-STUDS) (1) SPH4-6-8 CONNECTOR r ', { IN PROPER �� O SINGLE JACK-STUD TO $T1 N T TO SCALE APPLICATION REQ'D W/ STUCCO i/2" dia. ANCHOR BOLTS i• APPLICATION WITH I': Gly ITp Ide0.1 PER CALLOUT ON HOE PL, USE (1) LTT20B E F H. LL - PORCH BEAM MAY BE NO � :� I'', - __... . ---- _ _ __.._.. _........ __... XT (NIS -,' 2�2"x3 6»EMASHERN TYP. :'• j•, ! FLOOR � s STRUCTURAL PLAN. - TUDS TO ! -- --- -- _ ) SHEATHING O DOUBLE JACK S AROU D TOP PLATE PROVIDED � -- - _ - 2x4 RIBBON *. N , i ::. -::. _ - (2) STHD14 EMBEDED 3 I 2x W2 SYP ( I�' BO D % Oil I er CURB WA • .. T I .. WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) � THE TOTAL DEPTH OF THE R HTT16 O OR MORE >9-1 4" UNLESS ;� STRAPS 14" INTO �• °` '• p y O � .• "EMBEDMENT LINE" FOR FLOOR AND �% +� • PT SILL >, ° AT BASE OF CUB + �• SIZE & CONNECTION(S). TRIPLE ( ) ;; BEAM IS / � FOUNDATION. USE STHD14g,I is ° � ,; •' ��° ,; WALL SHEATHING TRUSS TOP CHORD .. 16 1 .. INTERMEDIATE SHEAR-, JACK-STUDS TO NOTED ON THE STRUCTURAL ' ' ��. ATTACHMENT. FASTENERS, PER SILL PL. WINDOW(S) AND HEE ND VERTICAL ° C HENT � FLOOR �%� ,'' �• .- • FOUNDATION. SHEET. ' ! WHEN LOCATED TRUSS �;': L/E + • SHEAR CONNECTOR SCHEDULE --- SSSS --- OOR(S) SHALL B -- - F TR __ INTERMEDIATE L ' ON S-SHEET(S), -- �! ATTACHED TO TRUSS BEARING BEGIN EMBEDMENT" AT BASE u \ �`, lN�� 0 USS � • APPROPRIATE !i ANCHOR BOLTS PER � - � NAIL POST TO PORCH LL. OF CURB WA i . • �• , FRAMING MEMBERS DETAIL A/STI, TYP. ✓ HEADER W/(1) ROW OF REQ'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN, WALL FRAMING rL \ 10d O 6"o/c FROM CONT. IN ACCORDANCE ' WITH APPLICABLE I 131x3 NAILS O 2 0/C. ROOF SYSTEM OF OPTIONAL (I,L.O, u u 2x4 TO 2x4 BLOCKING JACK STHD14 ) HTT22 s MANUFACTURER'S :! � ' 4 � I = f. INsrRuc7loNs & >.: I 1 T PORTAL FRAME DETAIL - ----. HORIZONTAL 2x4 SPF p2 64 +0 �6a19 DIRECTIONS. i I =�" _�1 I BLOCKING BTWN TRUSS 2x N2 SYP TOP > (2) ROWS OF ,131 x ST1 NOT TO SCALE ROOF/FL SHEATHING * ANCHORING RODS TRADITIONAL FETAL CONNECTORS PORCH BEAM, SEE ° PLAN VIEW OF COR ER 3" NAILS O 6"o/c SHEET WOOD Tle ANC ! ! ���J " THICK (MIN,) APA- OR DETAIL --.._.. SSSS -......_._. .. .- -.................SSS- .... ....................... ---:. - TRU TOP CHORD .-.fir_ ____ r ._.__-_-...- x i STRUCTURAL SHEET F I ( N) -.. -- „ .. x r,`s :,; s MINIMUM SIZE. SEE STRUCTURAL PLAN. TECO-RATED RATED SHEATHING W/ HEEL END • ); • V •._ CONTINUOUS 2x4 SPF k2 W/ 2016 FOR STUD SIZE SPACING 6"/6 o/c 8d NAILING. BLOCK .,,- 4 VERT( L OF TRUSS - 31x txI�� �( dv.,LL �FtN,fJ�HEADER R�I_� r 1 x muM ,E r•.rJ,(,F rr N.,.cK REQUIREMENTS, ALL UNSUPPORTED PANEL EDGES 2x CHIMNEY FRAMING -- -- - -- - • - TR .1 3" NAILS TO EACH rola 3L' ! wLr: v au +L!(;r CONNECTION R Q`_RED I H ADER 2x LOCK _ O 6 REO'D - __ A r-NiGS PORCH E T " THICK 24/16 SPAN J(, ., s>FE 8' � to• t .,� , !j STUD POST - NUMBER OF PLYS TO w/ BLOCKING. MEMBERS SEE STUD / TRUSS VERTICAL & "o/c R SIZE, SPECIES 3" NAILS TO I 7 16 ---------------_-- ...... _.. _--- ---------.----- " MATCH HEADER. STUD POST SIZE ! 2x SYP BLOCKING W/ .131x3" TABLE FO ! MIN. AP .! � • ! ! ' ! " ' SHEATH CHIMNEY W/ 5/16" & MAX. o/c SPACING - SIN•IEATHING A T AC -TO FRAMING ING I•�:/ � , INTERMEDIATE BLOCKING. ADD ZX `' ,t ✓" t[i.. 4-t ";E `'':!`' AND GRADE TO MATCH WALL STUDS NAILS O 6 o/c TO TOP OF TOP W (1) MSTA18 STRAP W/(7) „ r - -- ARDIE W/ 6"/6" 8d OR U ALC Y -- - /� 1Od/END O EA. SPLICE Zh:4 ,E3'...a ., J / 6 ✓ ,_ 6 t,) �v-o.i3, x 3 .;-riALS; � (',; [ UNLESS NOTED OTHERWISE ON >ASSEMBLY dt TO TOP OF H USE OVERALL CHIMNEY STRUCTURAL PLAN, CONNECT PLYS PORCH HEADER ASSEMBLY. 7/16" PLYWOOD 2-py 2 AT CORNERS HEIGHT FOR >HEIGHT -. _ ME BERS do BL NG O ALL (CONT 4 �x� �' d•, ' 2° � � � , �- -SSSS-- !'� � !i' PER DETAIL D/STI. W/6" 12A o/c.EBd �/'y i�/ MSTA18 IS USED FROM ( ='=:.0 UNSUPPORTED EL EDGES - W LL Zh6 !•�' <i" :,, r'.I t`" li; F;",ti)' t" 2-y35,,v+;;aoxt �.,r<a;� ���y EXTERIOR DETA TON - - - - 0 BLOCK ACROSS EA. I NAILING PER CA TABLE ON � t) _`\ A T P I IL F/STI OR ALL ou � LOCK T IF THE HOUSE IS TIED DOWN USING STRUCTUR PLAN TRUS ) P „�. _._ E?"-ERIJ�4tiA._L-OPE\rJ�HEADER CHI!_t.130 MFH.E:Xr-'CSURE I:?- I8 4x[ERioR.vA� nPEtiNO HEADER otr Sr:_t.,so MPH._Xr(,.>urcr. c �� -. ��� t�! CONVENTIONAL STRAPPING, REFER TO THE 1 T (1) MTS20R (1) MSA ! ,- _.-... _._. _ _ �i � I 2x4 �2 SYP BLOCKING BETWEEN STRAP FOR A SQUARE ', .-- _.. --- - --- •� i STRUCTURAL SHEET AND DETAIL N/5T1 FOR TRUSSES BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20'S OR TRUSS- >CONNECTOR: DOUBLE TOP >OF WALL aa.x:rruM sPn.r;;off EwNc FOR I! SEE TRU SCHEDULE FOR A ir;.xi+nuM s"r.N/oPEr,.Nc FOR i b"E'dr3ER O;•,F•v vtir_..HE�cHT I coNN r)N �E:c.,.�ReD PORCH BEAM CONNECTION DETAILS. I ! M r•r+E:R I cvE.N:^;Cil HEJv:�; , ccr.�E::`CN ISI_:ui ��:o •.,,, •j ,I ��\. =.ly,. � OR W/(4) ,131x3" TOE/END NAILS (2) MSTA24'$ FOR IA SSSS - !! � � IN LIEU OF WOOD P NEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL AT EACH END OF BLOCKING TO RECTANGLE CHIMNEY O EA E (DTL A/STI) � N 1''E'E t' N' ;' !' _ 12 ,�, H AR RESISTA CE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION• T P H RD OF TRUSS OR RAFTER, CORNER OF CHIMNEY TO i BETTER PRESSURE ND s E N 0 C 0 - - � - - PANELS �, (,. 4, 3„ 4 ,, y,. E. NAZI-S 2x4 4'-2 n" j z 4" `j. L„ �, �., .a u 1 , x 5. FRAMING SEE ST URAL PLAN.t „ `i x ;„ ,I AT R E S OF RE TA GULA S H PTION LONG AXIS RHEA 5'--e 5'-o" 4' O" ! �' �" -c.s, x of I CHIMNEYS, USE 2x8C(I.0. 2x4) ORF2x4/BLOCKING BELOW D INTERIOR OR EXTERIOR SHEAR- ALL$ RUNNING WITH ( LENGTH)P �" �...�„,6-.:1:%, X:i' 'UE. �A�.S 2-2X4 fi'-2" - .'v,`> STUD SHEAR ALL A E 1 R T A 2-2x4 , i '' S' r3' ?�• - i I NAILS/END ( L.O. O PERPE DICULAR TO TRUSSES ABOVE HOR ONTAL AT Xb _:. �,. �.. r• 7,. F' 0" 4' 6' 2" )i.i1 x T0: rV``' ( - -OR- x ,, ^-s i 2Xu I � � �' • ' i' NA LS) ENDIZVERTICALS 2 0R/`B BLOCK 2 b ^,t, x s' I �a. .. q3"N'/ddY„ 2X5 3-6:. _ i,...Jp.. t. Z,. p" I, 4 N • r- 7'--! � } '''s A3°'S Jr/Bax. � N^L� � FRAMING TO PROVIDE MAX. 16"o/C 2 2x6 ! " 5 g'-� ' s yTRuss TQP CHORD oR RA I I CHIMNEY FRAMING DETAIL W SHEAR-WALL BRACING DETAILS suPPORTs FOR sHEATHING. *• c TYPICAL OPENING FRAMING DETAIL — U.N.O. PORCH BEAN( TO STUD WALL DETAIL ESQT PORCH CEILING SHEATHING DETAIL (TYP) sT1 NOT TO SCALE ST1 NOT TO SCALE ST1 NOT TO SCALE NOT TO SCALE NOT TO SCALE ii SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH it it #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN t it 4" CONC SLAB W 6X6X10/10 WWF INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OVER SERVICE FOR THE EXCLUSIVE USE CLEAN, WELL COMPACTED, TREATED FILL II (TYP. VERTICAL REINFORCEMENT): AY BE USED #5 DOWELS @CORNERS & 24'o/c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. #5 HORIZ. 6' FROM END INFORMATION DERIVED FROM THIS 4 CONC SLAB W/ 6X6X10/10 WWF ------ ------ THEREAFTER - BEND DOCUMENT, AND/OR ASSOCIATED o EE S BRICK LEDGEit OVER 6 MIL VAPOR BARRIER OVER 1 ALL DOWELS @TOP & BOTTOM, 48 MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENTS, MAY NOT BE USED F1CLEAN, W LL COMPACTED, TREATED FILL LOPE GRADE � it @ CORNERS & INDICATED o/c SPACING 5 HORIZ. 6" X — ___ 1 4 REBAR CONT. @HEADER COURSE EMBED MINIMUM 6" INTO FOOTING # FOR OTHER WORK(S) OR --- O # THEREAFTER BEND ALL DOWELS @TOP & 772 FROM END OF z SLOPE ------- /48' INTO SLAB (GROUT ALL CELLS - PROJECTS WITHOUT THE 00 GRADE DIMENSIONS ARE ! O a...._. %I.. i „ SOLID) 4. BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. EXPRESS WRITTEN PERMISSION OF o MIN. DISTANCES 4 1 STORY DIMENSIONS ARE II - -<- - - - - = - � / 72 INTO SLAB (GROUT ALL CELLS SOLID) MIN. DISTANCES #5 VERTICALS - - 17, - H J I It I. 6 N ;'S- ' __ 1 CLEAN COMPACTED I , I i I —! 2 STORY @ 24" 0/C - BELOW. ao • • • SAND FILL 6"?( i- _ -= _ _ _ _ = _ _ 4—\ . �,-- O Z_ -- II !#5 VFRTI('AI S Ccs c� c-, SPACING DESCRIPTION • • • - it (TYP. HORIZONTAL � il TO 12 COURSES: 24"o/cREV - DES ** EMBEDDED STRAPS I - . q- — t !I 1 W/O BRICK MUST BE INSTALLED w/ 1_.......___I !.__-..__.1 ;.........__ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ i'1 REINFORCEMENT): (2) I ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16'o/c - I I. i -----. --.. -- SLOPE OF 1 ADDITIONAL PIECE OF #4 _ CORNERS & 48"o/c THEREAFTER - BEND ALL iI _ GRADE 5 REBAR PER SIMPSON W1.7(MW11) LONGITUDINAL - I 12" (MAX. LIF 13-1/2 < 15 COURSES: 8"o/c II .--- _ I 2 3 !!'! , DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6 WIRES SPACED @ 16 0/C. - - (TYP.) N// BRICK INSTRUCTIONS. ** I II _. - PROVIDE HORIZONTAL . _.........I 8 CMU FILL ALL CELLS SOLID. --� i ------ -: 3 MAX. STEMWALL HEIGHT: (5) * CELLS SOLID) REINFORCEMENT WITHIN 16" - w/ 3,000psi GROUT. ADD CLEAN FI A COM _ INTO FOOTING 12 I 1 STORY FOOTING SIZE 1 STORY FOOTING SIZE I� ! ' — I! OF TOP AND BOTTOM OF II N LL ND PACT 4 W/0 BRICK 12" WIDE W/ (2}#4 OR (2)#5 CONT. " i � : , I COURSES. FOR WALLS > !' MASONRY STEM WALL. I i W/O BRICK 16"x10" W/ (2)#5 CONT. OR (2) #4l � � N 12 (MAX.) LIFTS. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # 5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # � i ... - I- ! ! LAP ALL REINFORCEMENT MINIMUM 40 II s2 TORY I DETAIL 1 A�ST2 OR 1 B/ST2 2 STORY ;IL .. - The W/0 BRICK 16' WIDE W/ (2)#5 CONT. OR (3) #4 8" CMU; GROUT ALL CELLS II DIAMETERS AT ALL JOINTS. - - - DEPENDING ON WALL HEIGHT. w/o BRICK 20„x1o' W/ (2)#5 CONT. OR (3) # I #5 HORIZ. NEAR MID-HEIGHT. I� W/ BRICK 24” WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # ---------- it Wi I / BRICK 24 x10' W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. CASTILLO !I l I I I . I - ..------ -.....L.._ . .. I !.. 1 TYPICAL FOUNDATION DETAIL1 . II - - (TYP. HORIZONTAL II #5 HORIZ @EACH 1 TYPICAL FOUNDATION DETAIL I! ADD CLEAN FILL AND COMPACT REINFORCEMENT): (2) -4th COURSE Group ST2 NOT TO SCALE ST2 NOT TO SCALE ' it IN 12" (MAX.) LIFTS. ! W1.7(MW11) LONGITUDINAL - II ' ! ' WIRES SPACED @ 16" 0/C. II I AFloridaCorporation 1 STANDARD FOOTING SEE DETAIL BELOW S PROVIDE HORIZONTAL DeSlgner ** EMBEDDED 'I 6 1 16 OF Engineers STRAPS MUST BE SEE ST1 FOR VERTICAL WALL CONNECTION. I 1 REINFORCEMENT WITHIN ! -- i � l A RY STEM ALL. SON II ! SOP AND BOTTOW OF II Engin ° - 24 00 si CONC. J INSTALLED w/ 5 1 * MAX. 2 COURSES II ADDITIONAL PIECE / 5 1/2 WIDE CONC. SILL TOP AT MAIN SEE ST1 FOR VERTICAL 12 d X w 2,5 p FOOTING w/ (3) #5 REBAR EXCEPT: 6550 Roosevelt Blvd fr F 4 REBAR PER SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL II 1 I • i 0 # oo (HEIGHTS EXCEEDING WALL CONNECTION. 1 I l Jacksonville,FL 32244 VARIES; MAX 7 1/2 (HE R UTED I' I � �77 � i ! -S 0 yy_ BRICK, USE 12 d T RY WITH K SIMPSON 11 I (1)#4 CONT. IN SOLID G 0 _ ; I I , w. FL CoANo.12go<5 INSTRUCTIONS. ** WIDTH BY MORE THAN 2 REQ ADDITIONALit U-BLOCK COURSE I it - ANALYSIS) l; ii: ! 1 �� i 4" CONC SLAB W/ 6x6x10/10 WWF TYPICAL SLAB H . H---------------­-.- i----------.....-1 I --------------ii F1 OVER 6 MIL VAPOR BARRIEROVER - fI TYP. VERT. I z o CLEAN, WELL COMPACTED, TREATED FILL I. 1 i � —1 ! — � l i 1 ., 1 STORY FOOTING SIZE w REINF. — — I W/O BRICK 16"x10" W/ (2)#4 CONT. ' o -- _ - ,,,m a GRADE ° �I A FOOTING - SEE 1 'ST2 FOR W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. z o� SLOPE f_I-� I : . {TYP SIZE/REINFGRCEMENT 2 STORY W SCLEAN COMPACTED IC L I W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. � W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. z , . SAND FILL . III ' --- It =_ �� i1 1B 10<15 COURSES STEM WALL FOUNDATION TYPICAL FOUNDATION I , II 11 ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, ii SW or SP SOILS to 30# PSF LATERAL LOAD IMENSIONS ARE fl II 1A 6<10 COURSES STEM WALL FOUNDATIO V. DISTANCES 1 1j 1 ST2 FOR STEM WALLS WITH 6<10 COURSES i 11 i1 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE11 ti i ST2 T T A ST2 NOT TO SCALE N 0 0 SC LE -- 1 - _. - - - - ,, - --- 1 4" CONC SLAB W/ 6X6X1O/10 WWF i 11 OVERLAP SLAB RECESS SLAB 3/4" FOR11 SLOPE 3/4" X 12" ; OVER 6 MIL LJJ 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR 4" CONC SLAB W 6X6X10 10 WWF CLEAN, WELLVCOMPACTEDIETERMITE 1-1 2" DEPTH = STUD + 1 1/4" (FRC'M / / OVER : TREATED FILL z / OUTSIDE FACE OF BLOCK) it i ti CLEAN6 WELLVCOMPACTEDIERERM TEii RECESS SLAB 3/4" FOR SGD it I 4" CONC SLAB W/ 6X6X10/10 WWF TREATED FILL it II < it OVER 6 MIL VAPOR BARRIER OVER itit 4" CONC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TREATE FILLit --- ­ it F(OVER 6 MIL VAPOR BARRIER OVER - i - I \ _ , it I �........�.... i CLEAN, WELL COMPACTED, TREATED FILL ti I J TYP. SLAE? .. _ A Tit �! . -- . I:i . .:i �. .. ,­­.......... . _ -- S WCU I x5 i! ! ­­....... . . �- - �,-' 1�1- . ;: ----- -- --- 1 DEEP WHILE CONCRETE :i . 0c). - - /---------- -; U ) fn - it L...:_Nl IS WORKABLE (WITHIN 12 HRS OF PLACEMENT)I it i .. ---- --- ----- .-------- ------ --- i !: ;: - 5 _. . 1 ;1 ­ _ I; - . . �-------------�i 1. ­-­---------..11 i it i -------- ................ I- --­­t I - -------- . . 11 - . - y _ i .: ! I ---.--i : j tt l, - . �i : 4 - I i - :�..... ;: :I VAPOR BARRIER T I FORCEMENT : 6 _�----=-- Li1 OTING - SEE 1/ST2 FOR ! MIL TT— I CLEAN COMPACTED YPICAL FO, SIZE/REN „ kii _... • • ! 1 - < I .. L I 1 II - (2)#4 CONT. � L... .. I � �I -- : ! 12" (�.)#4 CONT. -1 SAND IL i Hill TYPICAL FOUNDATION1. -- 16 f =..i it i --- i U • • i ill Lj _... I I ' r • - i i:...:._ 1 STORY) -. -. !i ito,> - - i1 2 14 1 .i--- i : it 2 STORY) I! s SLOPED TURNED DOWN EDGE 9 CONTROL JOINT-FOR CRACK CONTROL 1': 3 FOUNDATION AT S.G.D. 3 FOUNDATION AT S.G.D, ! sT2 NOT TO SCALE sT2 NOT TO SCALE I 12 INTERIOR LOAD BEARING T ST2 NOT TO SCALE ;; ST2 NOT TO SCALE S 2 NOT TO SCALE I; it I _....-------.....---.,---.--- - ------:--...-.._._.�.---- -_:-- - ---- - ------------m=:::::--:::::::::-_:-_::::-._._...--_..._-- - - - ._._._ -_:::.. - -_. :::: _...------._... _.._......._.._....._...... _............. _..... : 0 �7---.---------------.-......---.-----. HOLD HDR. BLK. 11 ) �_ D 4' CONC SLAB W/ 6X6X10/10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER O 1 1/2" I. CLEAN, WELL COMPACTED, TREATED F LL 4" CONC SLAB W/ 6XIX1.D 10 WWF ; < OVER 6 MIL VAPOR BARRIER OVERii „ TYP. SLAB I �___- �- --- CLEAN, WELL COMPACTED, TREATED FILL 1it I 1-1/2 II . — AB 6X6X10 10 WWF ! - ... 4 CONC SL W/ / I _. - I_.__I -- --•------- i; 'I F ! � VARIES �� � I OVER 6 MIL VAPOR BARRIER OVER ----I**",--- — - --- -- - 11 - ----- I ! ' n - : ------- V - I — .- --� 1. CLEAN, W LL COMPACTED, TREATED FILL I I - 6 L VAPOR BARRIER j I_.. - I I I—III! _I.Im 11._ �. . _ N � — .. It ---- i---------- -- --- :i ­­---­----� !i--- - ----------­ ---- -- -- N r : ii I 4 ....: -. :.. ` I i' I — �)#4 CONT - _ '' O II 1 : ! i : : I II 5° -I , I 8 ...-- I. I 1 1 I (2)#4 CONT. �.� 1 TYPICAL FOOTING - SEE 1/ST2 i.' II F R SIZE/REINFORCEMENT I : I • 1 ' - 16„ TYPICAL FOUNDATION �-+- ' - i. -. 1 200RY it Q it 2 STORY) ! ...... 1..,1.._ 1 to LOAD BEARING STEP DOWN !I U TURNED DOWN EDGE 4 FOUNDATION AT DOOR SILL 4 FOUNDATION AT DOOR SILL 1 ST2 NOT TO SCALE ST2 NOT TO SCALE 11 ST2 ST2 NOT TO SCALEit I [,— Q NOT TO SCALE it - - - - - - -- .... -- ::.... _ :: _ -: -. _. _. ::: }: W :i 1 i 0 HEADER BLOCK OR ;i jI FORMED & CAST @STEP O I I; 4" CONC SLAB W/ 6X6X1O/10 WWF it II 11 . DOWN —I -0" OVER OVER 6 MIL VAPOR BARRIER OVERit � ' — d (1}#5 x 2 I CLEANit , WELL COMPACTED, TERMITE U II 8"x8" CHASE IN VARIES - -=-=-=� =------ TREATED FILL Z -__�- -.- CONC. BLOCK STEM . . I! C� c� - :. .® - WALL. _ W --------- _ _ TYP. SLAB vARIES ��._--- SLOPE . � ---- - �- -- . • II GROUT SOLID GRADE1 i I 1 - ---- -d° 5 I AROUND PIPE GROUT SOLID Td - ! - I DESIGN RW P. II — 1 , CLEAN COMPACTED AROUND PIPE *- 4 ! - L FOOTING A ,I TY ICA SEE 1/ST2TE;PI'+ SL''B i DRAFT MEB SAND FILL e e - ! ---I , FOR SIZE/ :. I NESS I — J THICK _ _ 1.. I .- - ii CHECKED EAW REINFORCEMENT 8" MIN. DEEPENJ - TYPICAL FOOTING - SEE 1/ST2 ! _ l i FOOTING @CHASE TYPICAL FOUNDATION e ' e ' FOR SIZE/REINFORCEMENTii LOCATION AS REQ'D TO - 11 H SCALE N.T.S. 1 ' -- �' PROVIDE PROPER 1 I i _ l � I I 1=1 . .�..i II DATE 7.20.2016 I FOOTING DEPTH. 1 • 1 • • _ 11 I — NON-LOAD BEARING STEP DOWN - ST2it i I I: it - NOT TO SCALEI it JOB N0. 6-17 (I�AY BE USED AS SUNKEN SHOy�IER DETAIitit it 5 FOU DATLO UTILITY CHAS 5 FOUNDATION W� UTILITY CHASE it s LOAD BEARING STEP DOWNit it SQ.FT. SQ.FT. ST2 ST2 NOT TO SCALE !I ST2 NOT TO SCALE NOT TO SCALE I N 11 i i 111Pr 9 o� �, STANDARD FOUNDATION DETAILSfill It 11 I '14111111, onal ne 10. TAI S it11 ' T ALL FOU DA ON DE - ITHIC FOU DATION DETAILS S EM W N I -.. -- _ - - - -._ MONOL NAv I THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE i1 Foundotion Note: Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction 1;�621� I, I: I MONOLITHIC FOUNDATION DETAILS ! acceptable — see ST1 for specifics. ; : R I 1: STEM W01ALLS FOUNDATION DETAILS. p P ! iW _. __. -- - - EPDXIED AT EXPANSION w . �' __ _.. - TOP OF SLAB !i I ;� j TYPICAL FOUNDATION (2) #4 DO LS PER TYPICAL HOLD-DOWN PER JOINT OF PO L RO WE ! TOP 0 ii- ;{` ; -� FOUNDATION DETAIL, CAST INTO PAD < DECKING • �' STRUCTURAL PLANS ° - I' TYPICAL FOUNDATION �Ii !r' FOOTING OR EPDXIED W/ MIN. 6" 1. .° `� w •. •L' (1) #5 VERT @EACH ;; >' EMBEDMENT, CENTER ;4" IN PAD 9 \i'� ° SIDE OF STEM WALL , SLOPE I GER: TYPICAL FOUNDATIC4 ` STANDARD \i D 1 i ` ! FTN'G. PADS 36 x36 & LAF 1 \ \>/\/ �/ \\/ >/\'% \\� H HEIGHT CHANGE HORIZONTAL #5 S is"-2o" '�_-�. _ --- ___ I ; USE (3) #5 DOWELS., //,\FOUNDATION ' II //'// , ,�'�/ //\� POOL TO S GRADE I 1I I II CONT. ! \\, \SEE DETAIL \''\ \.' \\ \ @ 16" 0/C. ap 5 it 1 TYPICAL FOUNDATION \ \ ��/ �/\/\\j\/ / ._ `:I I ! SLOPE CLEAN..._C REBAR / / /,\. / / / /\. ° N I OMPACTED / / / ./ / '/ / / / 1—T, 5 ------ ! .. - -- _. �_ _:_ GRADE - �t/ T, \ \ ° \ \ \� \r SLOPE SAND FILL a \ \/. \ \ \/. i -- ! 4 VE R TI C A i /\/\; /:\/\ / .� \' 11 /\/\%/,/\/ ..�. D ° LEAN COMPACTED GRAD / /�. / / /.. / /..;/ . ii IIr­l 0 I \ \\ \ \\'" � \ 11 \ \ \ ;\\�\ \ a -- z CONT. REBAR SLOPE `REBAR PER' \ \ \ \ Ll — I ! / \ \ - \ \ \ - \ \ II II w��z ,* • 1' AND ' ILL 1 I /, / ,/ / i. / / � / / / / II = , „-.._! I I = ------------ -l- GRADE 1 I TYP I C AL %/\ //�/\/ /\" //, \//\/\/\ \/\ Q J II II a a --- = a RTIC ° o - c, I DETAIL � X\//\ \\x/\//\/\\�/i D. \//,.\/ i, \// i/ ° II Gi a c~n ' • a• SEE STRUCTURAL �'w�Q • • CONT. I: \��\\/, \\/\ /\/ \ AUG 2 of 4 �� II :1 PLANS FOR P D z - z - REBAR I ii ,/ A/\, / /V 6 II ------ II II O FOOTING SIZE, =a - 1 �� \/ /\ /. ------� II � -- a • . • . SEE STRUCTURAL /\\ \ \ �\ \ ` I \ \ \ J II LOCATION & a 45' • • • • a `� PLANS FOR PAD = a / // \//j \//\/` / // //ici� / // J L_=--- ----- REBAR SPECS. a V) 0 W $ \ \ \' \ \ o _ ==-___----- PAD BASE FOOTING SIZE, �z s \. �\ �/ /\ \� i />/ SEE STRUCTURAL w �-a ` PER STRUCTURAL PLAN LOCATION & _ v __ /\/CLEAN COMP \1= \/,\// //\//`\ // /\ PLANS FOR SIZE, \/SAND FILL �' /\/\, IV, i /�\/ ATI & REBAR SPECS. Q iY a 45° • • • \/\ "\ !"\\/ \' IIIIIIIIIIIIIIIIIIIIIIIIIIIII HORIZONTAL. REBAR . SECTION VIEW LOC ON PAD BASE I k I � / / 24" PER ST2 15 STEM WALL W/ 45 CORNER DETAIL FACE IE SECTION VIEW a /\/� \ /\ 1 D D PAD BASE REBAR SPECS. PER STRUCTURAL PLAN SEE STRUCTURAL \�X /\ �, \ �Y�' D° II■IIIIIIII��■■1. MIN. ST2 CLEAN COMPACTED ' / // NOT TO SCALE PER STRUCTURAL PLAN J PLANS FOR SIZE \/'•,, ' \: \ 16 PAD FOOTING FOR MONO SLAB SAND FILL PAD BASE \/ /\ \ /\/ G 17 PAD FOOTING FOR STEM WALL LOCATION &11 18 FOUNDATION POOL �\ , \�// \/> 14 STEM WALL HEIGHT CHAN E sT2 NOT TO SCALE ST2 NOT TO SCALE PER STRUCTURAL PLAN REBAR SPECS. ST2 NOT TO SCALE \/\, \ /\\�\, ST2 NOT To SCALE FACE VIEW I 11 � // %\ �/, \ �.,/�\/ I MAP SHOWING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY WITH PLOT PLAN OF LOT 3, BLOCK 5 AS SHOWN ON MAP OF SELVA MARINA UNIT NO. 2 SECTION 16, TOWNSHIP 2 SOUTH, AS RECORDED IN PLAT BOOK 27 PAGES 6-6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. RANGE 29 EAST CERTIFIED TO. YOUNG AMERICAN HOMES 6' WOOD FEN FND 1J2" FENCE N89'20'10"E 115.00'(P p,3 NpRT�}{ IRON FND 1PIPE NORTH UNE OF SECTION 16 IRON O DE 0.3'N TH 8970'01 1 4.98, A NO I.D. -t4 12" LIVE ♦--(8.0) z y O MAGN IA OAK 8' 4' CHAINUNK FENCE N N ig LOT 3 0 0 �o BLOCK 5 m v_ " (VACANT) 8.0' ^ 24.0' ^ PROPOSED Q p O D CKIN- VE PROPOSED M p O GARAGE d C5 N co '�CO b r LIVE 24.0' 8.0' Q1 C5 = OAK }:Y: ar:.. PROPOSED LIVE PATIO :'=- OAK 19' is 40.0 ih PROPOSED .tis L OAK x N COVERED -''';;'. ,. ,>'a.v, N n 0 PORCH o10.3' '' :.?,''c Q d. Y ` Q.T o 39.7 ;. ,. LIVE s::.�r to r„ OAK 3.0' r 3 --- -� , SEP 1 3 9 N ~ 3 I m a I '�o. 2.6' CUSTOPROPOSEMER PROPOSED '.� )J ~ O 2016 + Y b O O j o I w o RESIDENCE COVERED O Q J CD �' ( ''H ap\ o W=52.58' 10.0' 3 J M O --- -� a v D=56.25' ��V`' .x.: s: W W Li- m O O a o NPROPOSED 'o° `, ' ; s 0 10.3 7.x O m O Z Z 35 COVERED 04 ,•..:,;,:.:,:.•,:'� O LIVE ;" PORCH,, 40.0' ��`�' r N 0) _ FENCE X ,<•; O ON UNE OAKx 2.8 2. PROPOSED N 16.6' ENTRY WA �'r --�:°R'.: :� BUILDERS ENDORSEMENT ------ 35' B.R. (PER PLAT) 1.8-------- ------ 'c=.t. --W -O O SIGNED' 0 N NAME— Y PRb# SED ' a a a ~ DENOTES FOUND 1/2" DATE N ENTRY WALK N .... 3 a O IRON PIPE; NO I.D. r- �► .= r` - �`' ; 'u UNLESS OTHERWISE NOTED - I� 3 w DENOTES CONCRETE POWER POLE NOTE- NO LOT GRADING ENGINEERING PLANS WERE ' KER I la �- PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. a ' P KING ( 'r<.:".L o ATRB - DENOTES AT&T RISER BOX a; ;,:....:s z I 1 = �:;r'., } DIMENSIONS SHOWN HEREON ARE PER FOUNDATM PLAN L-J� � ; N 0 CRB - DENOTES CABLE RISER BOX �B x ; t° FND 1/2" (0.00) y_ DENOTES TOPOGRAPHIC SPOT ELEVATION HARD SHOT t( FARING BASE) � ( ) LOT 3, 205.00 P r� I � , » >t , ..�: ..::�. �. IRON PIPE (0.0 ( BLOCK 5 205.22(A3 ? Y t S89 2b 10 W "A 15.00 P «. "'. ^: 0 I.D. ) -.- DENOTES TOPOGRAPHIC SPOT ELEVATION GROUND SHOT) LOT SIZE 17.2471 SQ. FT. FND 1/2- FND 3/4" S89 G0 10*W 115.05 A, CRB r86J DRIVEWAY TO R/W 1,667* SO. FT. IRON PIPE n IRON PIPE NO D. H NO I.D.Dcd �� WORKER OVERHEAD ELECTRIC ENTRY WALK 157* SQ. FT. �° ATRB MOVE HOSE BACK TO 41.2; 09-08-16 (OFFICE) RIGHT-OF-WAY LENGTH 115.05 FT. r5 PARKING ^ MORTGAGE; W.O.# 151163; 08-18-16 (FIELD) TOTAL IMPERVIOUS COVERAGE 5.2661 SQ. FT. 31X Q 1 7 ��'$' THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. HERE CURB do GUTTER A Qs) MAY BE ADDITIONAL TDORESTRICTIONS THS SURVEY HATMAY BE FOUNDINTHEPUBLIC LIC RCODS OF HIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED CROWN OF-+ CROW OF-. CROWN OF, HE LOT SHOWN HEREON IS IN HE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ROAD ROM ON FLOOD INSURANCE RATE MAP 0409 H FOR CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 (7.41) (7.7j) BENCHMARK: (7.73) ALL AMERICAN SURVEYORS OF FLORIDA, INC. COUNTRY CLUB LN FND 60d NAIL IN POWER LAND SURVEYI7RS - 3731 SAIV JOSE PL4C& SUITE 15 - 4ICKSONNLL& FLORILN, .32257 - 904/279-OOBB - LICENSED LMtO BUSINESS NO. 3857 POLE IN FRONT OF THIS _ (16TH STREET PER PLAT) LOT ON WESTERLY SID (gyp Legend P.R.M.- PERMANENT REFERENCE THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND 5 (60' RIGHT OF WAY) ELEVATION:(10.00) FND,)= OOM P.T. — POINT OMONUMFF TANGENCY DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT _4 CONC = CONCRETE P.C. POINT OF CURVE THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET ELEVATIONS OMON. = MONUMENT P.R.C. POINT OF REVERSE CURVE FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS �lk P.C.C. I OF COMPOUND CURYE PURSUANT TO CHAPTER 472.027 CHAPTER 6IG17-6, FLORIDA, STATUTES. ALL i.P. iRviv?ii•E P,.., _ !I'T HEREON REFER TO NAVD I.R. IRON ROD B.R.L = BUILDING RESTRICTION LINE AMERICAN V OF 1988 CH — CHORD F.P-&L= FLORIDA POWER do LIGHT A =ARC LENGTH A/C = AIR CONDITIONER SURVEYORS (c) = CALCULATED I.D. IDENTIFICATION OF FLORIDA, (D) DEED NGVD - NATIONAL GEODETIC VERTICAL SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL �P = PLAT DATUM JAMES 0. HARRISON, JR.. NO. 2647 INC. R RADIAL NAVD = NORTH AMERICAN VERTICAL BOBL. 4827 rt = CENTER LINE DATUM SCALE 1"=3DB Jt` v R/W RIGHT—OF—WAY P.I. POINT OF INTERSECTION [/`�I (A) _ ACTUAL EW = EDGE OF WATER =9 (W) = WITNESS TOB TOP OF BANK DATE07-2 16 — LB = LICENSED BUSINESS ORIDA EGISTERED URVEYOR AND P R -8 F.B. DR. BY DEL DIR P:\2016\80783-15 16 P-TOPO-TREE ORDER NO 1 163 RILE 80783 MAP SHOWING BOUNDARY TOPOGRAPHIC AND TREE SURVEY WITH PLOT PLAN OF LOT 3, BLOCK 5 AS SHOWN ON MAP OF SELVA MARINA UNIT NO. 2 SECTION ls, TOWNSHIP 2 SOUTH, AS RECORDED IN PLAT BOOK 27 PAGES 6-6A OF THE CURRENT.PUBLIC RECORDS OF DWAL COUNTY, FLA. RANGE 29 EAST CERTIFIED TO: YOUNG AMERICAN HOMES 6' WOOD FENCE- 0, FND 1/2" FEN FND 1/2" IRON PIPE N89*20'10'E 115.00'(P p•3'Fp TII IRON PIPE NORTH UNE OF SECTION 16 N ORTH 89'20Sol0 1 4.98'(A) No I.D. NO I.D. 12" 29" k w� M GNOLIA OA -(8 0) N N ``ti 6 4' CHAINUNK FENCE so L 0 T 3 c B L O C K 5 (VACANT) 24.0' 8.0' Q PROPOSEDOPEN `. DECK o PROPOSEDo - Q 2.- - C) N GARAGE v CL 0 0 a' N X�D o MO 30.. 0) 0 LIVE 24.0' • o w OFFICE COPY OAK ,a::.� e.o In z z :Y .. i.; w O IVE 0 PROPOSED -`:::``` OAK 8 PATIO �iisiy '` P.JD.6' ....., 19 - 40.0' t ::-,±Y•: LIVE i+] PROPOSED OAK X g"^a FEZ-( 0 V ci COVEREDPORCH o10.3' c.• ��.•.,,_`; 36" QY I G LV \ ,' ' Y ` 32.7' 0 39.7' v •}r r'` o K ;��fg 3.0' Al (n ~ U 3 I w I X N PROPOSED �'• . ?. �J ! .� r 6 M I 0¢ 11'�0 2.6' PROPOSED `.� 0 ! ¢ CUSTOMER COVERED Al ( pp W j a j B ato : RESIDENCE ENTRY } i sn I o o W=52.58 • .0-',' ¢ v D=56.25, 10.0' ;+ :>.;.,. �, LLI E LAJ LL- m ' „ �" _ DO a o_ PROPOSED o 10.3' ;` r?s•=x; '; (0 0 0 Z Z 35" COVERED N tz; 0 LIVE PORCH 40.0' =:-,;;-.�:x'v`v:r<. �y ~ FENCE X OAK 32.8 3 2.3 =PROPOSED ';"'t CNI �j BUILDERS ENDORSEMENT ON UNE 1 .6' ENTRY WALK:'.? ^'`%':t.`• -_ - O -- ------- -- ------ `' 0 0 SIGNED: --------- 35' R.L (PER PLAT) 1.8 . r.. ;: =r J 0 � NAME; DATE- ,: s... �= :a.,;•; `:it I- DENOTES FOUND 1/2" PROPOSED = +:::; ¢ d r;r •;,}.:c;;, 3 -' IRON PIPE; NO I.D. Y N. ENTRY WALK N ® UNLESS OTHERWISE NOTED � '''"'•�''�-''=�'' � � � NOTE- NO LOT GRADING ENGINEERING PLANS WERE Or M i IIN %;;.,, .., o w �- DENOTES CONCRETE POWER POLE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. WORKER I Jo .,.rvx;' ,=-..:_ _ :.:.t;.,.,>;.;>._. c� v ATRB - DENOTES AT&T RISER BOX PARKING I z 0_ CRB - DENOTES CABLE RISER BOX DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN I I t I r8 %A• z FND 1/2" (0.00) ti_ DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) LOT 3. BLOCK 5 I(BEARING BASE) 4 - w s i;�z:.�•. .. IRON PIPE (0.0 205 22'(A) �`�� 'Y t S89'26'10"W "*115.00' P ;.: '_ M ^ �/ .:•;;;:j:�'.p:;=::��: 0 I.D. ) -�- DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT LOT SIZE. 17.247* SQ. FT. FND 1/2" FND 3/4" 889 GO�1 L�1� 5.05�(A) CRB (86J DRIVEWAY TO R/W 1.667f SQ. FT. IRON PIPE IRON PIPE .OH .........�..... OI.{ ENTRY WALK 1571 SQ NO D. NO l.D. m WORKER OVERHEAD ELECTRIC - RIGHT-OF-WAY LENGTH 115.05 FT. �j PARKING �: ATRB MOVE HOSE BACK TO 41.2'; 09-08-16 (OFFICE) MORTGAGE; W.O.# 151163; 08-18-16 (FIELD) TOTAL IMPERVIOUS COVERAGE 5.266* S0. FT. 31X THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE CURB do GUTTER ��B) MAY SURVEYADDITIONAL MAY BE FOUND IAND/OR IONS THAT ARE NOT SHOWN OON THE PUBLIC OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED CROWN OF--, THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN CROWN OF-9 C R0�OF-+ ON FLOOD INSURANCE RATE MAP 0409 H FOR CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 ROAD R.73 ('41) (7.71) (7.73) T 3) ALL AMERICAN SURVEYORS OF FLORIDA, INC. COUNTRY CLUB LN FND 6MARK: FND.60d NAIL IN POWER LAND SURVEYORS - 3751 SMI JOSE PLACE, SUITE 15 - J4CKSONVILLE, FLORI(.i1 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 POLE IN FRONT OF THIS Legend -5 (16TH STREET PER PLAT) LOT ON WESTERLY SID _� P.R.M.- PERMANENT REFERENCE THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND ELEVATION: 10.00P•)= TYPICAL MONUMENT DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT ' ) ND. = FOUND P.T. = POINT OF TANGENCY -4 (60 RIGHT OF. WAY) THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET - CONC = CONCRETE P.C. = POINT OF CURVE FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ELEVATIONS SHOWN MON. = MONUMENT P.R.C.= POINT OF REVERSE CURVE I.P. = IRON PIPE P.C.C. POINT OF COMPOUND CURVE PURSUANT TO CHAPTER 472.027/CHAPTER 61G17-6, FLORIDA, STATUTES. ALL HEREON REFER TO NAVD Y I.R. = IRON ROD B.R.L. = BUILDING RESTRICTION LINE AMERICAN !/ OF 1988 CH = CHORD F.P.&L= FLORIDA POWER&LIGHT SURVEYORS A ARC LENGTH A/C = AIR CONDITIONER R = RADIUS I.D. IDENTIFICATION _ OF FLORIDA , (C) = CALCULATED NGVD = NATIONAL GEODETIC VERTICAL SURVEYNOT VALID UNLESS.EMBOSSEDBY SEAL IN�i•, (D) = DEED c _ DATUM PLATJAMES D. HARRISON. JR.. No. 2647 �R� = RADIAL NAVD = NORTH DATUM AMERICAN VERTICAL SCALE 1"=30' BOB L. PITTKUOF�- 827 = CENTER LINE R/W = RIGHT-OF-WAY P•1• - POINT OF INTERSECTION 'r (l(( 7-9 (A) = ACTUAL EW - EDGE OF WATER _ TOB = TOP OF BANK (W) = WITNESS LB = LICENSED BUSINESS DATE 07-2E16 ORIDA EGISTEREAND P R -8 F.B. DR. BY DEL DIR P:\2016\80783-15 16 P-TOPO-TREE ORDERNO. 1 80783 MAP SHOWING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY WITH PLOT PLAN OF LOT 3, BLOCK 5 AS SHOWN ON MAP OF SELVA MARINA UNIT NO. 2 SECTION 16, TOWNSHIP 2 SOUTH, AS RECORDED IN PLAT BOOK 27 PAGES 6-6A OF THE CURRENT PUBLIC RECORDS OF DUV/AL COUNTY, FLA. RANGE 29 EAST CERTIFIED TO: YOUNG AMERICAN HOMES 6' WOOD FEN FND 1/2- FEN . .. FENCE FND 1/2' IRON PIPE N89 2010E 115.00(P 0.3'NORTH NO. RON PIPE NORTH UNE OF SECTION 16 0.3' N2TH 8910'01 N 1 4.98' A I.D. NO I.D. W MAGNOLIA `mss' LIVE x-'(8.0) 9rL 6' 4' CHAINUNK FENCE N N AK LOT 3 0 c c B L O C K 5 a �! " (VACANT) 5.0' ^ 24.0 CL^Q PROPOSED V �, �-C/ D CK l PROPOSED n � GARAGE v 0 C, .22- 16 CO O V: S;,2 N X� 0 n LIVE 24.0' • LO z OFFICE COPY r OAK „�v� `,������ S.O i� � qr- 15" PROPOSED LIVE PATIO OAK ip 40.0 10;6 . +r > L19. IVEco Lo M PROPOSED •:4 x ul N COVERED _ :,.r. OAK F (V 1 PORCH o 10.3 f t:;4,Y. 36 Y ` 32,T o 39.7 a _ LIVE Y n'T OAK 3.0' I- U 3^ ;-- --;X N 2.6' PROPOSED (8'J ���I �- " 3 r 3 SEP 3 2016 O M W w o a 2.6' CUSTOMER COVEREDPROPOSE O O I ' W } O In Q I o a a RESIDENCE ENTRY Q rn st I j o o W=52.58' W 3 J J O L-- --� O a D=56.25' 10.0' ..;': y. W V a w v O m O `ta NPROPOSED 0 10.3' 1-'o (� �. Z Z 35" COVERED c" _;',..» Lo LIVE . PORCH 40.0' z`�` :; N O ~ FENCE_x_ OAK 32.5 3. PROPOSED ?:'`,"'` , ON LINE 16 6' ENTRY WALK �• ;7 . �� _O o BUILDERS ENDORSEMENT ------ -35' B. .L. (PER PLAT)-- 8-------- ------ fir. t: O SIGNED' b '' 0 � NAME• SPR P�SE�' v,.i':=.-.: ;MDENOTES FOUND 1/2" DATE'0 IRON PIPE• NO I.D. ENTRY WALK N UNLESS OTHERWISE NOTED _KER rn DENOTES CONCRETE POWER POLE NOTEI NO LOT g2ADIEN EP AOR TNG PLANS MINQld PROVIDED BY THE CLIENT PRIOR TO THIS DRAYNNG.PARKINGI2 :` ATRB - DENOTES AT&T RISER BOX L-.�o '"'":`' ' ► CRB - DENOTES CABLE RISER BOX DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN 205.00'P I(BEARING BASE) r6 "=;;::;3. FND 1/2" (0.00)y_ DENOTES TOPOGRAPHIC SPOT ELEVATION HARD SHOT;•:;4 ( ) LOT 3, BLOCK 5 Y , , IRON PIPE 205.22'(A) �? '♦ I S89-26'10"W 15.00'(P) ",;;"J 0 l.D. DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) LOT SIZE 17.2471 SQ. FT. �� DRIVEWAY TO R/W 1.667* SO. FT. FND 1/2" FND 3/4" S89'2010N W 115.05#(A) CRB 09 IRON PIPE :0 IRON PIPE _ OH ENTRY WALK 157* 90. FT. NO D. -r NO I.D.D '� OH WORKER OVERHEAD ELECTRIC 0 ATRB MOVE HOSE BACK TO 41.2; 09-08-16 (OFFICE) RIGHT-OF-WAY LENGTH 115.05 FT. r� PARKING MORTGAGE; W.O.# 151163; 08-18-16 (FIELD) TOTAL IMPERVIOUS COVERAGE 5.2681 SQ. FT. 31X 0:? 7' �1$> THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE CUB k GUTTER �j NT 6) MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED CROWN OF, CROWN OF-, CROWN OF, THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ROAD ROAD ROADON FLOOD INSURANCE RATE MAP 0409 H FOR CRY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 (7.41) (7.71) BENC (7.73) ALL AMERICAN SURVEYORS OF FLORIDA INC. COUNTRY CLUB LN FND 6 dN AIL IN POWER LAND SURVEYORS - 3751 SW JOSE PLAG& SUff 15 - �41CKSOAMLL& FLOR/A1 32257 - 904/279-DUBS - UiCENSED LAID BUSINESS NO. 3857 POLE IN FRONT OF THIS _ (16TH STREET PER PLAT) LOT ON WESTERLY SIDE--,", eegend P.R.M.- PERMANENT REFERENCE THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND - 5 ((g7yypp)- TYPICAL MONUMENT DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT (60 RIGHT OF WAY) ELEVATION:(10.00) FND. _ FOUND P.T. - POINT OF TANGENCY _4 CONC = CONCRETE P.C. - POINT OF CURVE THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SEi CI d SHOWN MON. MONUMENT P.R.C.= POINT OF REVERSE CURVE FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS "� vS LP. - IRON PIPE P.C.C.- POINT OF COMPOUND CURVE PURSUANT TO CHAPTER 472.027/CHAPTER 61G17-6, FLORIDA, STATUTES. A� HEREON REFER TO NAVD I.R. - IRON ROD B.R.L. BUILDING RESTRICTION UNE AMERICAN OF 1988 CH = CHORD F.P.&L= FLORIDA POWER&LIGHT A - ARC LENGTH A/C =AIR CONDITIONER SURVEYORS R = RADIUS I.D. IDENTIFICATION OF FLORIDA, � C� = CALPLAT CDATUM CALCULATED NGVD - NATIONAL GEODETIC VERTICAL SURVEY NOT VAUD UN9.ESS JAMES DHARRISONE'.M, JBOSSED BY SEALR.. No. 2647 �R� = INC. = D.RADIAL NAVD - NORTH AMERICAN VERTICAL ..=30. BOB L 4827 rt - CENTER UNE DATUM SCALE (��C�/%fes V R/W = RIGHT-OF-WAY P•'• - POINT OF INTERSECTION `L�I _9 (A) - ACTUAL EW - EDGE OF WATER (W) = WITNESS TOB = TOP OF BANK �� 07-2 16 LB = LICENSED BUSINESS ORIDA EGISTERED URVEYOR AND P R =8 F.B. DR. BY DEL DIR P:\2016\80783-15 16 P-TOPO-TREE ORDER NO. 1 163 RLE 80783