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701 Jasmine St 2013 new SFR PLOT PLAN OF LOTS 1 AND 2, BLOCK 135, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 6 i LOT 6 I BLOCK 147 I BLOCK 148 I j (N89'02'00"E 102.11 FIELD) I 48' LAUREL • t ff t PIF PL NO CA2.P FOUND 1/2• IRON OAK N89 02 00 E 102.00 PIPE, L94602 -- �y�' p — A/C PAD 17OAK O 20.0' 59.0' DEEP Z PROPOSED LOT 1 Sa o i o 0 BLOCK 134 C. O 0 19.9' n m C c A O M 0 p ni ;0 ENTRY X r rj _ rq 0 'n r1lo a -< m a 00 LOT 2 00 LOT 2 12' PALM BLOCK 135 0 ICY m 0 0 io 1�WO o © BLOCK 134 63' UVE OAK 0 20/- UVE OAK 48• DOUBLE UVE OAK 23° CEDAR SET,1/2' IRON e 7 - - PIM UM72 C p�yTC7l f oOlo w 102.000 � 'PIPE, Men .y� S8 02 Y9 L 7' MAGNOLIA I 2' PALM (S89'09'59"W 102.42' FIELD) LOT 3 LOT 3 4i BLOCK 134 o BLOCK 135 of I0 Ia ` l '7 WEST 6TH STREET TILE 50' RIGHT OF WAY (PAVED) 1 20 40 NOTES: M . D. 1. THIS IS A MAP ONLY. �.. 2. BEARINGS BASED ON THE NORTHERLY UNE OF LOT 1 BEING city 0'' t`�'`t' artm N89'02'00"E AS PER PLAT. Floniniv nning and Zoning �eP applicable 3. NO BUILDING RESTRICTION LINES AS PER PLAT. yal verifies comp►iance v� other local land ubdivision and Aot constitute THE PROPERTY SHOWN HEREON APPEARS TO LIE IN nt regulations,but d . Compliance r the issuance¢�oes �offer apPlments bie FLOOD ZONE "X" (AREA OUTSIDE 500 HUNDRED YEAR Wath Florida eui1d►"a and Fed rail ►tttng may"" ' FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM w g. by ot�a ioal, State ified by s gnatute must to Official THE FLOOD INSURANCE RATE MAP 'COMMUNITY PANELding z .,.. NUMBER 120075 0001. D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA BT r —, —u "NOT VAUD WITHOUT THE SIGNATURE AND THE STEPHEN W. CREWS, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 SURVEYOR AND MAPPER." FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRI GH T LAND SURVEYORS, INC. DAM Y 22, 2013 DRAWN BY: PGP FILE: 2013-0416 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET. 1 OF 1 FILE COPY 1-100"ro 0 f If Cifl J/f)V/,/(p/�(f a� Jam//jam/JT/jj p '//{/v�/�//�/' `/'t �'rILE. CO -P Y• ., & ,2 Block 135 Atlantic Beach Section "H" Lots > I .As Recorded In Plat Book 18, Page 34, Of The Current Public Reeeords Of Duval County, Plorida. I NOTE. All Exterior Walls Are 2x4 Frame70 / Ja s" CONSTRUCTION TYPE : Type 5B Unless Noted Otherwise. t e OCCUPANCY CLASS: Group R- 3 I NOTE: All Angled Walls Are 45 DegreesA tla7-t r1te Unless Noted Otherwise. Aueach, DESIGN IN ACCORDANCE WITH ALL APPLICABLE i CODES: 2010 FLORIDA BUILDING CODE, RESIDENTIAL NOTE: Attic Vents Will Be Provided At 1 Linear 2012 FLORIDA ACCESIBILITY CODE fZ BUILDING Foot Per 300 Square Feet Of Roof Surface. ' q CONSTRUCTION , 2010 ADAZADAAG /.rFHA.ZFBA 2009 INTERNATIONAL FUEL GAS CODE I�III w / FLORIDA SUPPLEMENTS 2008 NATIONAL ELECTRIC CODE, NFP A 7O jir 2010 FLORIDA FIRE PREVENTION CODE 1k===! Imo' I""'RAIPMM �� •�"SHEATIaNG FLORIDA ENERGY EFFICIENCY RA FLASHING (25 QL SAO CODE f f RESIDENTIAL BUILDING CONSTRUCTION HARRIIER RM lmlrJ_ 1ETAL LA7F SEALANT NIliICK VFN RP A7M TRF♦TM IIAMWR WI7H D BdTS aR► n-tllNlt► A SIS�,�--�"„+. �f1�18ElIIdlti' DRIP CAP RAL PANEL. 0FP un LES---,— c yWTL S7L1� { EIL 0 0 rim cInll�t Stucco Termination Base Stucco Termination ® Base WEATHER—RESISTIVE SYSMM FLASHING SECTION f`,ROSs—SFCTION 9D WINDOW Of Wood Frame Stucture I ) Of Wood Frame Stucture (Off—Grade) AT AN EXTERIOR DECK 0 9RICIC AGE z HEAD A4N�D,�ILL (!Riding)- Of NOW-- NOM, .I Fn Ac CQUb '4 FLAB }� �l�L patlgl LL T REp111F�IZ -- (IICLLJDE METAL LATH Dom ISHREATHM �' V13M 97RLICTLWAL PANEL- W/ ANEL W/STUCW?N�SH) MRSHELK251 I �®AI1L6 FAf.`E 'Ra1�nl �!� fL,�FIMI� .yF�I A�uc Rnmyn ' snNcm F#mm HEAD Fl ASHINc L� c�t•1 - Jam.LM7EL �n AWT .SEdLN1,L _ _ q GEM Ia.. 1/3 Eacum)j SBI c1ASNNNNG(?JiG4,. �'oIM.T - NOTE: See Attached En ineerin For Exact Structural 7D F11S41rdP . MMOMPEngineering I I I I a nPED N�RInc,•c�I ' 'IKSp4iAI FC �IE7d�M� on_2205' BEFOW WINDOW) ,�, STRuc ( -AT) n�W Equ>K)RRM Specifications. VX=STRLICTURAI PAYFI -- AdJ��` APPI IED IIJ[} VMDDW MAW f�lMX VFtiFR (usa'BlI1F-Wl"M Tom) AB2 SPA[ Fl AMW At FLA HMr SFIF—FIASHINI; NOTE: Smoke Detectors Shall Be Installed According To ROOF TO WAI I FI ASHINC= CROSS—SFCIION a WINDOW CROSS—SFCIION Q MINT.Inw WINDOW INSTALLATION 1NINDOW INSTAI I ATION ��p� wg" VIM4 ( di HFA_D AN��SIL I, Rrick Vgnpsr) FAD AND SIl I f;j �Q� TYPE 4Tgp Vfew� �'_I, Florida Building Code, 2010. �IQIE �-+ NEW;— �H�F ;—RFSTS&ME EIARRIER Wtl4f Elr� �CAARuIc f IAP SIDING A'A WINDOW TYPE "A" (INCLUDE METAL LATH (INCLUDE METAL LAIN ( Self—Flashing) STUB tee+) "/STUCCO ) le FS AS REQUIRED BY WINDOW`MANUFACTURER T All RODE DECKING ,• Nd in 1 ("IREP ,.SN ,�A k NOTE.- Electrical Wlring To Be In Accordance With IJRAIT THE BASE OF IME �\IM �-RODF SIG N Z WALL a waRlaNc TOWARDS 'WETop. INsTALLTI� TYYE *W 2008 NEC. Provide Arc— Fault Circuit Interruptors In II mEM?eulnFe EgLNY. TO-ME FACE OF NINE SI•EAIFM X APPLY SILL FLASHING 3 APPLY JAMB FL+l9G 4.aAPPLY BEAD FL SEALANT AROUND And All Bedrooms Per Article 210- 12. THE PERIMETER OF THE BACK SIDE AE %NTE 5 OF WINDOW FLANGE a Lr ff PAN HEAD SCREWS TO FACLITATE ROOF DECKING ( 6. APPLY W.AD OF SEALANT ACROSS THE FACE of THE MOUNTING FLANGE AT HEAD. TM •m• 7. APPLY MAD FLASHING. NOTE: A l I Electrical Wiring To Be In Accordance e REMOVE PREMOLJSLY APPLIED TAPE, ALLOW NG EOW.TO LAY FLAT OVER FLASHIN`OR` APPLY NEW SHEATHING TAPED PA�/3FaEi7HINC OY62 DIAGONAL CUTS AT OARS ; With Florida BuiIding Cade, 2010. r,HIMNEY FLASHING ROOF TO WALL FI ASHIN SIL-- WINDOW TYPE $ I (A I ExteriorsF'�`-�t��� ftwo 4f~-4r 1. INTINESTARG AT TK BASE E NOTE: All Duct Sizing Shall Be In Accordance w/ ACOA, WALL & W01"G TOWARDS IFIE )f f 1 -OR- EQUIV..TTO THE FACE OF THE 5HEAIHMG ZAPPLY SILL n"ING Manual D Provide Duct Testing In Accordance W NOTE: "WI ASHRAE Standard 152. All Ducts & Air Handlers Not Designed in Accordance With The Florida Building PAN HEAD AL NT AT SIDE IJANOS�N �. APPLYBEADOFSEALANTATSIDE MAN Located In Conditioned Space Shall Be Tested To Be Code, 2010. &&EXTEND APPLY MB BY MIn "MANUFACTURER 6, APPLY NMEAD Of SEALANT AT HEAD. 7. APPLY REMOVE "� "Substantially" Leak Free. I I I N3 REMOVE PREVIOUSLY APPLIED TAPE, AL.L.OINIdta TYVEK*OR•EQUIV.TO LAY FLAT OVER HEAD FL.A5HIN6. APPLY NEW*"MING TAPE Note: FLAS=G PETALLS OVER DIAGONAL CUTS AT CORNERS, i II'� ALEI A IES ,' See Attached Engineering for NOTE: Construction Of This Residence Must Also Meet Exact Structural Specifications. Any Additional Requirements Of The Atlantic Beach04C. , � -� QFTAIIFlorida Code Of Ordinances. I I I {II I I I revisions s tsv 01 I! J 1 till IBJ% II , p 1 II i II 1 11 I II t it i a 2 Io 8 - 10 -o •8 n •o - 10n 2- la'N 1z 41 o ��� Covered f, tiO '� 0 - h+ I N vAvLtEn � •'' � ., . CA N1_ N 41 0 12 -0 h to � ,� Ii n Bed nn 2 I I VA►v1,1 �1�• — I 0 O O 2 I N ( r —, KIfcM1;tJ I I ' astse G tp Master Slike s I s c O Q'b� �pf IotJ q _rml.tiL Wi _ r Fit�F�kt: N ! , 1 II � - N >s 40 Famil Rin. - a- �� - _ �I _ ► •,. Mt'Fr�'1 t VAU1.-fEh Opi G N s +yµE(,' ►,w E t _ 1 � • yK� R•w' u`I` 11 f�iArlJo INf jtjalt -- �Ilsi11 I�oc 1U I ! r / yl(wR �ctG ;'PA 'fop 1 Ulx UtJN'�' �, �-- I 1 , _ vv.r. . G l � F _ �' —J .. Cp M co • 4 VIvIL'� � I d- 4 s a t _ _ f r 2� �0 ( �� — r I O o �1�• 4 51 Sii X11 1, SII -�� i� II. - I�•gil fir _ 4': - t°!•o ,, ¢tl � AI,•rtiRrle�E E O i, Pig 1 —t _ _ r• — 1 C� o o'm .� j1 1 i — n I i I s.,�rt� � I � � �_ I �- aLGN - _ VAVI,TEe oily,. yW i t71A1 96. e. c I 111 �- - -� Ile 1 j -rum I i i hlr�lch - rt - 12 1 aO �'� NMI `Q I N • I 1 +• I •it A Kitchen 6- WA I o f + T f a , it I, — I ( Il. Ij • ' L% �• "�• II I Ii I � JT .� 3-2 2• �. D •�fo iD - id Living RimDI to Iot�N- :N - — Mt N c — f I� ) r Pvt- ,, �/� caul — j ,}�.-- - .A ,3/2 wµ1 Nate • �y:i2 cw..V,.u�.t ,^Nv s cc G • i forz L�►vN �. 2 O I alt LItJf�s VAIJ1.'fa17 l.Ids. I � 11 *1 -iso ?j• I o q o _ I 41 -}-- 20-O .._ . 4 111-41 �o oWr _ yf�pplw i � � _ ,�o�i4Q't 2 � • t� � - h� �Jcil"i1 '(' _ h1.1 WI _ Mf i°6g + • `= � i d•- _ _ , = , �°t/2 t�lae�� r �Ine�l Tip�Ai, x a �� � I / co `0 I _ * 3 2 af+ L i)It r i 2�c j�vit tc1.� _ ' G,,v, '• W/ PRE--ENGINEERED BEAR' Ito ID - &x T o.N. boo It t(p°,c�' o,l-1 . foopre ----- --••- - - I , �- 1 oli 21 it 21 SII 1�,I ell N ��4 - 21 (nil �I SiI 21 SIi ° 2 4 I ro '4 f - 20� �' �1 all I�I♦all ejl d-i! ---------•----.- , _ '� i w� � y >� 1.,. —" �,�-O II —4'�Ia11 —.._.._.._._----.-' .___.--._ -- - rcn . °����o�;�y������y�°e0 w��'• Cs ANI yawn y � 12M K ey� 10.Recess floor slab i4" at all siidin " ch FOUNDATION NOTES:(TYPICAL STEM WALL) B glass 15.All footings for 2 story to be 20"W x 10 D w/ doors and extend slab out 1 9e"past (3)#5 rebars continuous. /,' , 1 r / block face. 0j—/ w 5. All thickened slabs bell footings)w 2 story Verify location of building at site and adjust concrete ( 8s) °� footings,slabs,landings and steps as grade requires. bearing to be 20"W x 10"D w/3#5 rebars 16.Soil bearing capacity shall be a min.of 2500 i 6 (place uplift strapping or an as may be 11.Extend slab edge at exterior swing doors p.s.f.. If not,notify designer Immediately for Area 1 e�b o r l a t 1 t)n s ,y� 0 12 /4. 1 611 � 1. Prepare soil to receive 4"concrete slab w/6 x 6 required per code). 1 '%"past block face. review of foundation design. �� ��� ^,�' �O �� over 6 mil vapor barrier and tDi 811 (J`N GE�f1 NoT11;r� ©G•IE21k'ty� Living: , SMART scale #10 w.w.mesh o po , " " " 12.Sunken showers to be 4"concrete recessed 17. See sheet 5 detail"H". dJ USE clean well compacted termite treated rill. 6. Ail column pads to be 31011 x 310"x 16"D I��O — HOUSE �' Ay w/4#5 rebars each way. slab w/6 x 6#10 w.w.mesh. �` — Lll�'� 4irsl(/ I N171 Go►TEh I s( 'io Or: S 9 I rr AO WRITTEN D - IME NSIONS SHALL HAVE 2. All footers to be 16"H x$I'D w/2#5 rebars 7. .All thickened edge slabs to be 8"D x 8'W 13.Air conditioner compressor pad shall be 3'x 4' PRECEDENCE OVER SCALE DIMENSIONS. ' . 211(.)1 tIOUr: !" �'i continuous. x 4'placed 8'from wall,typical or as specified Contractors shall vera and be res nsible for - �� on plan. ly � 3. 8'L-block w/1/2"diameter anchor bolts at dimensions and conditions of the job and Home ,� (��� "o.c.w/min.6"coverage or approved 8. Fill core with concrete and place(1)#5 rebar Design Services,lnc.must be notified in writing of - - _ Total Living: S f lip i i f FJ1 111111 i!.)f f►II', .)IIA LL lU1'F: i i.l t•i.!!I!lt:r. t � t1VFf2 SC>SL6 l+Itlflr:i1011S. Crnrt rnct cn �I+ i( O drawing no. 72 g ( vertically from footing to tie-beam. 14.All stone or brick veneer footings to be 22"W x any variation from the dimensions,conditions and X011 r 3� S G vr•r i t t err+1 !,r+ 1 ea,tr+ns:I h!e fell rl i+nen:r f ruin strapping). 10"D w/3!,<5 rebars continuous. specifications appearing on these plans. HQME y Jill) nail Ilr,tnr• flr�:i a+t 1. 4. All thickened slabs(bell footings)to be 16'W 9. Pitch slab at grade at 1"In 10'typical(in --— ___. _._—__.. DESIGN nr,ril „n,1lt.Ir,,,., (if tl,r• X 8"D w/2#5 rebars continuous(place up- direction of arrow). FOUNDATION PLAN I Pj�j S L� i Ilftsnappingoranchorsasmayberequired 'A i'0" o ALTERNATIVES silo. of niiyevr lyre- mu..(,, br•- n-tlffcd 1n vrlr ll per code). 0 Cara E: �"Iti $1 of fitly Cnrinrinn firm t6+• dlilrtrsf:,i,tt,' •nn rd ti- tilt Ion-; and % +rrlflt'nrlrna „ ,rntfn r,rt � k + ,u,:,r•... DESIGN NO. _t - - • P t I - THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE U r`,Sr- - F p y *pp r 4 c � '�� rl_� n da i o tl ACCOMPANYING GENERAL BUILDING SPECIFICATIONS PERPARED � o 6 BY HOME DESIGN ALTERNATIVES,INC. �I1) al Are�: 2��}'� S! FRAME CIDMS�. err r _��!r sheet: of i { FRAME WALLS ) 7+1.'1 ' rovt'sions by . I I 46 i V 0 �- --1 ° Los (o 'a� ta'o" Via• l�: _ _.»__ � - to � . _ � NtA � � � CQ TIT _ t 1 t 1 t H 1►Jt�Wh C---- r------- r----- 1-1 JU _rte I dll S O IF i -4 ' u _ 1-D� D G( ° oil 0 Richt Elevation ont Hew ition . — --- - G { ,q�VM ry,O%Crl' ti � C . I _ PUVjr#yL h O sup rn "1B Mak ep�$� AS • •.•'0,,1 NropppPfR 81111on ••Br� EgTSE. •. ,��, ! i _i- ' � 7}rrS P COPi • t iI '• Q I G,q� SET QF r� Ei I o I I Y3 s b F Left Elevation Rear Elevation s � EXIERIOR 111,11511114E 140115 -- 22. R.S. Cedar 1. Composition shingles over /15 felt 23. R.S. Plywood on 1/2" P 1Y B Wood sitenthin . 21. 4" Wood Trim 2. Concrete tile roof installed ns per 15. 6" Wood Trim � rswn y mnnufacttirer's specifications, . 26.- I)" Wand 'Trim 0 WV, 1 GLV 3. Cricket ns condi tion req. 27. T-11 Si.(1i itg $ 40 cherW' G. Hoof window CAIVYWA41r) 28. [," i,nlr r 9 d i r►R r - -- 5. Chimney Cap/Slinrk Arrestor 29. R I,rz ate q h. Typic-al. 'rexrnred Finish aa. 47no(I [.oitvec Vets?. 7. 4" Smcta�r.h Textured Tr i m/Rnit(1 R;t.l l i n HOME 31 . Wrought )t•►!1! R scale 8. !d' Smog) .h Textured Trim/Nnnd � rf I �d DESIGN X12. Trent:ed Wood Iltiltt! Itatli,tg �• Il - o ALTERNATIVES 9. 12" Smog.t:h Textured Trim/Unna job no. I Re :essed Panel I i 1l . Ker Stone 1 DESIGN NO. 357 12. Quoi nes (Brick or Te±xrured Finish)- THESEDRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE 13. 4" Frieze Trim r '! ` 'rt!,`i ;,iii~Lr, li.^,:!: 1't'.l.C({.'►!1�t f. t►11I1F►t t 111• t ,! j • BUILDING IINGSPECIFICATIONSPERPARED tVlK StAt,l1111,t!r'• +: ttui,trtlt5.llC�crfartettart:m+ :r; raw no.l/� H" Frie:e Trim •nrirBYHOME DESIGN ATERNAVESINC. orri(y nad 1 - 15. 12a Frieze frim • a �, ttrn• t i^►t ur++t tlr.n,r- lrre.tt;r► 16. .Brick Veneer s-t r{t rs, (es+., ra:rte! I:r_ rr:,t l f t+•�) t o ,•r {t !;.rl r — I 17. Soldier [.OIIrSing "C nnr vrit-ii•ttr>;► trrr-I the• •!!t-rrn-t{,+n;;, '.nn r IA. Rowlock Cottrrliag d{t {+uts aritt rper.{itctit '^na npi+e+tt lr+g rte 1 3 6< t1 SMART 19. t.i ht Conc. tlotar Nash � .. Cant. � 77�CA}tA"'FOtY"R'i4'+AiT-T�7�7,.3RnMOri!..s+.ARYf7lAli•'N�'• i HOUSE 20. nt. Ridge Vent, ns req. 21 . Off Ridge Vent as Teti. i_:� '-V(-.I �fl����i �. _ . ..____ ..._ _... FRAME CONST. DESItiNER4 �.---� r � t� .� , i• ..;•a•t..:, sheet* Of I ( FRAME WALLS ) �I reti•�s�ons by :y 30 I � • j C N � �- 21 o- O i �', - � . � � •�" � I � ill i � IZ ' siop i I -jyp 8 `o LA eL I v, . _ 74 CO VL IT �' �•---- o va 4 Ll (� c, WE i to _ low o . ..-IRi ht ( .E. e V a-t._� o n � • - -C=-r_--o n_t___..0 I_e v a i i �I 0 . S e A i y II,,,, -Y aC i 1 uNsh�W ho+Birfo•, � / f1pC SBY p, SUP $' rn A,.✓ r r hs�k®en sp 9 y...#T,',,e`C;♦Ss.tf? 3.Se,--- n c _ . ar ' , 1 fR {a.^p•„y •,OB7 nyC�Oe�G ��S£ •.: CO, ' t cam{ $ 3 t , . old• , 1t ) J 7 M o lyra T ' Left EleVatlOn HOME ..Rear. a e. Elevation DESI m ALTERNATIVES ._ ;. O rawn by DESIGN NO. 0357 M v THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE - Che ACCOMPANYING GENERAL BUILDING SPECIFICATIONS PERPARED BY HDESIGN " -- OME ALTERNATIVES, M " E wI SIN C. • le _ scale HOUSE- .. EXTERIOR F114151 UNG NOTES: -- » q job no. 1. Composition shingles over 115 felt H. Ke Stone on 1/2" plywood sheathing. y R.S. Cedar 12. Quoines (Brisk or Textured Finish) , 3. R.S. Plywood MITt:.ti uitttnstnns s11At.t. HAVE 11PECEK1111:E , � 2. Concrete the roof installed as per 13. 41" Frieze Trim A. 4" Wood Trim, OVER SCAT,[: ItlilftlSltlti$. C11iltrectnrr, Rimii drawls no. T >i = manufacturer's specifications. 14. 8'" Frieze Trim 5. 6" Wood Tim verity and he rempnn"llrle for AIMen^Ir,mn 3. Cricket as condition req. " 11 r end c"nrlitinns "t the Jglir 111111 th,me•:ticnign 4, hoof ..windov6-*YUAi14J) 15. 12 Frieze Trim 8 Wood Trim Services. Inc. mutt he n1stirted in writing r lb. Brick Veneer • 5. Chimney Cap/Spark Arrestor 7. T-11 Siding of eny vnrintlnn (rnm the di�nennlmwncon- � 6. Typical Textured Finish ' 17. Soldier Coursing 2 4 Lap Siding ditihn, 11nd apeciticotiona npi,eorinp�on `' *' - 11 .7. 4" Smooth Textured Trim/pond 1�• Rowlock Coursing '�9. 8" Lop Siding ti�orr pinn�, 8. 8" Smooth Textured Trim/Band j Light Cont. Ilvtar Wash Wood Louver Vent 9. 12" Smooth Textured Trim/Bond 2h. Cont. Ridge Vent. as req. 1 . Wrought Iron Railing L'eVaiIoIlS 10. Recessed Panel Z;l. Off Ridge Vent as req. . Treated Wood (land Railing - FRAME CONST. -off .. • ------.......,..:....... - sheet: of ' ( FRAME WALLS -) -- revisions ® y - O WINDOW SIZE KEY -.1 - 412 it I MARK MASONRY FRAME _i SH12 20"x24"•I 2 _ - �-- 2VA 2 SH13 26"x3C'1-- _ 3 SH14 rE2 48"-+ 9a1:T. j a SH151•„_ x60 112h) 4f G 5 SH16 "x72'rf SH1H2 24"-1 Fr 7 SHiFt3 SHiH4 %4x°i ` 6'�' '• 9 -•SHIH5 24"x60`•+= • ww`` 0 _ W SHiI- 1 G 24 x7 11 N A _26 x24 1 7 12 N A —2fi"x3G'rM C1 13 N A G •I• 2 x48 C� 14 N A -"xG 15 N A 2G"x72' + Q� I 16 N A 30"x24�I �1 G 17 N A 30"x3G"3: O t 8 N n - "•-�-�-T- O 0 30 x 8 N ( M 19 N A 30x60" c N 20A x72" 1- G 21 St122 _3G"x2�t"-± •� ,to I —. -- 22 SH23 36"x36_"-�_ �' 23 S1124 I I I _ s I _ � 36°x4f3°r I "er�� 24 SH _36"x6 ' - O tf"4p t) ;_.. 25 SH26 3G x7 •I• o.Ul; F• _ _ 8 T 26 N A 4 Ei x 2 4 -�. t I go CQ �,,nb 27 N A 48 x3G a - - M� YUdFI� N/A N� v filen — = 29 N -- Nh i�ltt� f2 /�N qf3 x48"- - -{— UW¢�Ot1[ A _ (1°X60" Vv IrfEb tl.ts. �LII1.'f-It�l 30 N� 48"x72'ti j •tY' t - i. l' ' � ti � 2 _ SEWING LAV 31 SH32 'r2't'�1` 53 x 4 t® i . .._ - rt' . i.._ _ `i hiZ•( WAhf,1 f 32 SH33 53"x36° 1 • \/•�.UIXIi17G = ( II v I. r 33 SH34 53"xdQ"� �. s _ t _ 3 4 •I -- D H H S 35 --• P 53 xG � - I f a 1f"— f V 35 SH36 53"X720•1- � � N 1. �l_lnci► I i 3s tQ I i ti 0 I _ a - 1) f� 11 _ o Io�IN.I 11 - - I OL 37 IFF II o - - $ o f; 38 ts, � - - �s . co 28 AG ti Its ro Mt MIP.Q O � NOTES: o ,�• -$p -D 4 �0. �i) O•G �1 G k(,7v-" o 2-V INDICATES NUMBER OF DOORS. Cr •. - � � 1 1 11 U { II — 11 tF A"*40'y FR FRENCH DOORS DE OF WINDOWS. S L F nj r,N 1 11 ULL i � D FG FIXED GLASS 2 g 8 GLht r Td rn ATR N�l,0•1 soil�� P - POCKET DOOR N r -�— -- "� Of3S - ODSCURE0 I (� '%1�' qM • gT• TEMP - TEMPERED44 v HR - HORIZONTAL ROLLER Enclosed " SPECIALTY WINDOWS/DOORS. nxEO I, •Air Rangier Option. LRoom Option CLASS WINDOWS. AND TRANSOMS ARE - -. S NOTED ON PLANS. IBM Alternate.... Master Bath Pian oil I - No 1 — IGS• � emw- - Purchaser Is responsible for $ compliance 'with all aocal o �� u �' .....,.! � �,� ng codes and ordinances. 11 P builds RTHESEPL NS • �� Neither Home Design OF THESE PIANS BY•• .r,Servi\,re5, .r i i7rT4 _ MEANS IS P90HIBITED', . '6'r FEDERAL LAW.VIOLATIONS'. p�,S X ARE PUNISHABLE BY FINES UP;Q Inc. nor publisher may";be v ] House Plan held responsible for local q ..Q Y > v Marketing !, � � � u ?,y e1 �+ « 77 Association . site conditions,' or for the r; - TO$150,OGo PER OFFENSE.OA THE DESIGNER TO , I +� •''.OBTP,.tJ LEGAL CORIES,•• Nlf=� IUDG�t; V�-�1"h eh - -Et.�C�{i� .DF ' ..... �j construction'. h-leans or ; OF IS PLAN ,. t ,e ® hods, workmanshi j ,r, metP raL SES quality : � F _ of materials or `- • I' - equipment utilized in the , Y' r construction of these ! i I drawings. I n s. ., tom. 9 x J. - Exact size and reinforcement_ ' Aiu.}i. ; ►�J.hG . I I of a co to footings rr � it ncre a 1 must be determined m ned by � t local soil' co i nd do . ns and f �� acceptable practices of%0' V a' X ­X construction. Verify design with local engineer. Bottom I =b of ail footin gs should extend ,` - Lb.IJT 9'NLt.t= d -� I O.&W 411F 28�d'{ below frost line-verify r ' If depth. _ o Qc Y P 8 1 ,;• I �Pte.• - �--•�--_ I!} A�' s - t - — tF I - Verify all structural elements }5 1 ' • 'Alternate # 2 ' . ' � . • l . for design and t 1f a g site with .local r '' engineer and building officials. i .- • '• + _ � l ( - — II An use of these lans ma t 0 1 �'o A tt/ t Y p y 'I Plan -' �1 a..v{N� require the assistance L Master . Bath , °I' of a ...,.. local architect or engineer a.�_!/�•I . I ..Q �1�1h-Y I L to verify that they meet all o'.Q" i�1• F�.rz.. -.- Iq�ol codes, regulations and _ 9 that the plans accommodate local i ' s to conditions. ons. ' +---- - - - - - - - ' �` - - - - - - - - - -- - - - - - - - •.:.;• — -- - - ----1 . _- awn y - The purchaser of these plans c understands all risks associated M ' With adapting the design to Is alternative sites affected -by � �. I regional variations In climate, ■ scale Cross Section building conditions and building p I� it = ('_0ll codes. o no. %too j » .11.41.-,rte ■ I tl1;IiILN ItlllrllSitttl; ':fl'1.1. Iirtt: 1'"i.rLht.tlr.r: , I1Vf 1' il:!1.�: itltll ll;Ii►1l;:. 1'n•tt t nt t r,t •I �­.Fm t t HOME •rt try :111.1 b•• r ....,,un•� 1•Ir Iur' it now;("11.1 : draw 1i no. DESIGNnn1) -rm-f1, 1,11,•1 n( tin• Ito, r,so Ilrtrnn 111?IRn O.. . S••t 1'11'1.1, rn•'. a1ti.,• !•r nut f tied in t,t it Intl N V m �►LTERNATI ES , nr nt1 yr r i :t 1 I T 'n!n 1►.,. 1 ira.• 1•:1.11 •I t• tt• � I 1111 I,rt1t n1u1 npr•CI f irnt.11.11.•1 nh,mnt IItI! nye � r I DESIGN NO. 0357SMART ,,1:111. , ■ S MART r THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE \ _ 40 a ACCOMPANYING GENERAL BUILDING SPECIFICATIONS PERPARED tr �_,i o's , )e f;: tion FRAME CONST. BY HOME DESIGN ALTERNATIVES,INC. DESIGNER I I , I - - sheet: of II, - { FRAME WALLS ) rev s ons y i I I i ! Q. - G 10 10 ' I _ .._ - i o • I �► �� 1 'i = �It7t►f I I l � ! ---- i i 1 i ' I 1 ' y 1 tiN= f> v I I I now ID - _ .. _. t �p ' + '�. •OF ROD' "Y .. � + I I R r 71• . -S �• 6AF P�NRAL L.4W RGM g SHABIFeY°kaC"D FF NS — Mortice-p,an S uP i - +I - - ,k'^-��'',�r®�••. Fo '•a.rs. QPapEqsOaahEan N 9 Col{T : BGFSi�OTO�FF ONQSc s oS F✓J 0 '(� _ F g- j 1 — f ' • t, PRE. { ^,-ENGINEERED--BEAM I ` i - 1 --- —I .. J ' 4=-=1 I 1 ROOF ALAN NOTES $ 1. this root plan b not hterided to eervt as o truss design. It Is to Indicate roof, oiling dopes and --�� 2 N trusses.sinal be designed and certified by trues . .: .manufacturer a registered engineer. AM hangers and anchors shag be specified b a registered h owed en ser. .- I � r . . e9 • - _ _ _ . fl a TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, . I _.. _ . . PT POINTS, AND i �'. SLOPEC BEARING DIMENSIONS BEFORE . _._..-- ---- - -..----- — -'- FABRICATION. ALSO, TRUSS MANUFACTURER TOF. W:ft*4 46 PROVIDE SHOP DRAIMNGS TO HOME DESIGN SERVICES, I ! INC FOR FINAL APPROVAL BEFORE FABRICATION. • Iii i ( - � I 4. Al root pitches are to be set as Indicated on plans M — - - -- -- - - _ and elevations. 5. Top plate heights wry. See building sections, wall sections, and elevations for bearing heights. ' 6. Truss spacing shofl be 24' ac. union otherwise ° —0 noted Conventional framing shag be 16' o.c. a as otherwise noted � A 7. Secure each truss at each and as required by HOME t DESIGN twirling wild. ALTERNATIVES e. Truss manufacturer to provided gable and ; trusses with Intermediate stud members 16' o.c. raven y I 0 357- DESIGN NO. 9. Plywood roof decking as opecfied Ch THESE DRAWINGS AFS 70 BE USED IN CONJUNCTION WITH THE ; ACCOMPANYING GENF R'-I BUILDING SPECIFICATIONS PERPARED I 10, Overhangs veli gs vary: See roof pion and exterior BYH ME DESIGN ALTEIJATIV ES INC. d-votions. Aoverhangs greater than 18 shoA 40e ba locked Win the field. --- - - - I scale I. Frame walls to underside of roof trusses at ' moo b: Attie located HVAC until a shown on all non-bearing walls dnd at volume area finless � Q jo no. piens. "! 1 otherwise noted j 23(0 l yt,� i . 12. Align trusses and hand toning w as all gypsum WRITTEN DIMENSIONS SHALL HAVE PPECEDENCE wail board to be gonlinuous from floor to,coling. OVER SCALE DIMENSIONS. Contractors shall verify . . drawing no. : conditions s and be responsible for dimensions and con d 13. Al openings over 80 wide to have headers and., . of the job and Home Design Services. Inc. must IInids cosi ed b buss manufacturer. - - from the y tied-h writing of on variation f be otl Y n 9 o dimensions, conditions and specifications appearing g 14. Al wet and roof framing to comply with on theseP Ions. *' SBCC IT 1701 to7 1 11. s Q SMART 15. Truss manufacturer to insure d consideration r HOUSE Roof Pian to the following additional lood: FRAME CONST. I I. a: Al coling hung soffits and soffits w/ . j DUMB" 1�4 '� cabinets as shorn an ans. sheet: of i 4 t TABLE 1707.3A revisions by HEADER DESIGN CH ARTI (Douglas Fir-Larch. Southern Pine No. 2, Roof Load on 20M 20M + 10DL. FloLoad 4OLL + 100L) (� vi Z 004 Fb - 1200 E - 1,600.000 Fv - 90 Maximum Allowable Header Span (ft.-In.)DOOREL E a Header Header ALUM. THRESHOLD O Supporting: Size: Non. Struc. Sheath. 1/2w Insul. 8d. Sheath. 15/320 Plywood Sheath. « $ o 0 u House Depth (ft.) House Depth (ft.) House Depth (ft.) a It _ N 24 28 32 24 28 32 24 28 32 ''t €9. 0 Roof 2-2x4 4-7 4-6 4-3 4-11 4-8 4-6 5-7 5-4 5-1 e c — — _ - -4 7 7- 7-0 DSA _ E — - - 7 3 4 5 11 6 /1 6 7 6 0 2 2x6 6 8 6 , 1; - - - 1 8-1t 8-7 8-4 u - - 7-1 ti 8-2 x 80 77 8 - Pa i - 8 8 3 >t 2 2 NOTES FOR TABLE 1707.3A o 0 I - - 1 -4 10-0 p-!i o E - - 1 9 4 0 I - -0 9 8 MTL. DRIP CAP 2-2x10 9 10 9 6 9 3 0D .,g = u Z411 GONG, SLAB 2-2x12 11-4 10-11 10-7 11-5 11-1 10-9 11-10 11-5 -1 i. LNeer interpdatton rer hens. widths net rA ta6ta is permitted for sample, assume cEc0 28 ft. wide .oust with 15/32 inch arweod sheathing — roof lead — 2s6 heady. V+ MTL. DRIP CAP ; 1x10 �T. Roof + One 2-2x4 5-2 4-11 4-9 5-4 5-1 4-10 5-8 5-5 5�x dbwabla heodn Spon _ 7 ft. - s in. V a a 1 i 1 ". s w maw -4 7- 6_5 I I TING 1 -7 6-3 7 0 S WALL FOO :, -5 6-0 6-tt 6 TEM - x6 6-9 6 for 2 2 C I IX4 CONT. S y Header aeons identified as having 'no bowing' construction spar to beth interior and a w - 9 ge � 1 _ (SE FOUNDATION PLAN) �- (Searing) 2-2x8 8 0 7 5 7-0 8 1 7 8 7-3 8-5 8-2 stator loedbearinq wawa which have ►rNwlery oras ewd to one-half the house depth. N E a 'n ,- Ixb DONT. ( 9) o with M I � 2-2x10 9-3 8-9 8-3 9-4 9-0 8-5 9-7 9-3 8-i1 Need.► spans wennnw th 'beer q construction soar �y to staler bearing waxe $ . Pilo ' i 1 _r Al 1X8 DONT. with tributary areas egad to an*-fourth el the hewn depth. u E Zx8 T._f 2x8 2=2x12 10-5 10-1 9-7 10-6 10-2 9-9 10-10. 10-5 10-1 m« E s h 1 tr a sheet tido min 2. Sheathing eeN+bNad / .auto a tmum density of a pd. a NO �q 9 9 r o Roof + One 2-2x4 4-8 4-5 4 3 4-9 4-6 4-3 5-1 4-10 4-8 Y 0 0� • Story 2-2x6 5-10 5-5 5-1 6-0 5-7 5-3 6-7 6-2 5-9 ]. YMhwm 15/32 loch ptyweed sheathing a combined sheathing/stdlnq ooatee between r 9 Y ij • Si F'a se i a OKne Board F'a s c i a (No Bearing) 2-2x8 6-9 6-3 5-11 7-0 6-6 6-1 7-6 7-0 6-7 the bottom er the header. the tap or the sate and ballee t the eater sins ar theE/�1 r�or Door 'I I & 3 Board - - - - - broken vend s studs of the ends of the .odor and 12 in to Iha .stir. too sofas. t 2-2x10 8-0 7-5 6-11 8-2 7-7 7-1 8-8 8-1 7-7 cripples and studs - e tndles.oa at the wigs and 12 inch" ee of fnlamedbbs $ r SCALES l"el'-0" SCALE: 1""1'-®" SCALES 1""I'-0' 2-2x12 9-3 8-7 8-1 9-5 8 9 8 3 9 11 9 3 8 8 r'0"''"•' -� Supoerthq boom a besh q wow beiew Rear. E Rake Cut I ; �' taeaeran of head... c�� " •� �G AL VI 4 " : e M 1\C DEPTH MAY VARY w 0� j (SEE FOUNDATION TILE ROOF SYSTEM TO BE ss s E ;I SLIDING GL. DR. PLAN) INSTALLED PER MFG. EPEC. B ; M I' g ' 400 FELT BASE,MOP € • CHANNEL SIZE PER MM RECGMENDATION / PER MF& SPEC. °a 0 G V 4 IS I — — Y, 5/8" PLYUJOOD SHEATHING N Y to Ar o .° S ^ N w 4" CONC. SLAB ° e \lD_ g 1 iR �i-MI'L. DRIP GAP/ s o STEM WALL FOOTING ~' ix4 CONL.. ° « ° / / • IEEE FOUNDATION PLAN) ixb CONT. I � a g -S� - 1 XB GOVT. " l; ` T O 75 v Zx8 CONT. r V O t •- O V v SlidinqGlass Door Sill Sunken Shower Detail 2 & 3 Board sciaB GIf �� SCALE: i 1 -0 SCALE: SCALE: 1 •I -0 • S Cut •a 0 Plumb � ISystem � n a Alternate Roof Detair � I N r N SCALES 3/.i .1 -0 I l o I II I 2x4 STUD WALL IIIA I g I1� ROOF PITCH PER ELEVATIONS AND ROOF PLAN V MAY 0 H. MEERE •l�TdCsE -ENG D ELE V. G PRE E n Y . VA VG T SYSTEM A VARY DEPEND RtJSS 4 C. SLAB CON i OR LFT lVG c 4 SI A UPL STRAPPING P.T. TE LL Pl. l ) j (SEE FOUNDATION PLAN) ON LOCATION HURRICANE CLIP ANCHOR PER �� �• ° c AS REGIV PER CODE - COMI"ITION ROOF SHINGLES a III - - - - - -- t — - — • T R ELEV. .. •>> ON p5 FEL OR PER _ PLATE HT. — 111" PLYWOOD SHEATHING (SEE ELEVATIONS 4 � (i) '5 RE-BAR i o i CROSS SECTION) ATT INSULATION 0 III R- 19 B L 8" h_4,« METAL DRIP - IN Cell-W-4 o O FASCIA TO MATCH uv c I III - --- ..... ..... --- --- : .. DOUBLE Zx TOP ELEVATIONS. (SEE r PLATE (TYP. FOR DETAIL ) `: `ti ALL BEARING WALLS) A • Change In Slab Elevati 1Ytnt 'on Slab Ede @ Patio EVENTED SOFFIT H - FLAT OR PITCHED 111" DRYWALL TYPICAL $GALES. 1"a1'-0" • SCALE: 1"■1'-0" PER ELEV. 1 GROSS �, kEA....�S • Detail SECTION }"� • ANY ME NE - Zx4 OR Zxb STUD WALL ANS �N'aY•:O 'R Y 1 S F O D q E R UN f .,,. ARE P AL UqW y1p BIiFO'. -� p (SEE FLOOR PLAN FOR 1 UNIS �E6YFlNESUP 2-2x12 W/ 111" PLYWD. TYPE USED) STUDS TO M'O('s '�^ o FLITCH PLATE HEADER t BE SPACED A MIK OF A5 2X4 BEARING WALL (TYP.FOR 4" WALL) oati �, '.t o&T ' FEE AIN Lf ER i0 PF 10" THICKENED 2x4 BEARING WAIL INSULATION IN EXTERIOR ��tSAN qEs �Q�Q L I?' CONC. SLAB LFT STRAPPING OR O = F ,. .. !BELL FOOTING) P.T. Zx4 SILL PLATE UPI ANCHOR PER CODE. ELEV. CHANGE MAY R 1 L$ TOFOR Z 4 STUD WALL ! SES bti4° UPLIFT STRAPPING OR P.T. 2x4 SILL PLATE VARY DEPENDING RAS FOR 2xb STUD WALL >_ ANCHOR PER CODE. ON LOCATION a i0 14 4 UJ V. WINDOW UNIT AS PER e,a ELEVATIONS 4 FLOOR (Z) '5 RE-BARS o PLAN L s. yrr `h 11 CONT. (Z) 5 RE-BARS N CONT. So THICKENED ; f - r >` 1 ' CONC. SLAB 4 (BELL FOOTING) WINDOW SILL PER a BUILDERS SPEC. , r = • Bellin ® - Chane In Detail Foot _ Vf Bell Footii1 « UPLIFT STRAPPING OR r ' i/? EXTERIOR GRADE PLYWD. ' ' a" , " W/ 15'FELT ANCHORS AS REQ D PER .°a. - Aj ;► D SCALES 1�=r-0" Slab Elevation SCALE: i 1 -0 CODE IMIN. EMBEDMENT t0 L EXTERIOR FINISH BE b",MIN. PLACEMENT 12" OC.) k PER ELEVATIONS. $ 0 drown b PT Zx SILL PLATE o FHA "L" BLOCK COURSE o a y _ 4" CONC. SLAB (SMOOTH FINISH) l u�W1 W/ bxb W.111M. OVER b MIL. o ( UPLIFTftplI ORCOL. (SEE FLOOR PLAN u GRADE _ t: checked by VIBGIUEEN VAPOR BARRIER AN R CODE. FOR MATERIAL � I � PLANT SH. - � , DESIGNATION) � OVER TERMITE TREATED ., date E ! — WELL COMPACTED FILL. A T7 €- —I ` t o e o n n n z n - i 8" (i. "OCK o ' CON BL STEM WALL coal '-4" - OVER r>S xlb CONTINUOUS GONG. FOOTING W/ Z 5 ° P - t ppb n o. h to _ _ RE-BARS CONTINUOUS. ' 1Z'�Ilo yJ i' --- --- - — all ` 0 (4) '5 FRE-BARS W - ;- _`--Ten I -1 '..'.... i- i WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE u e HOME I i = M-+w : : �, EACH WAY �, , ; OVER SCALE DIMENSIONS. Contractus shall verify drawing no. 3 _0N DESIGN and be responsible for dimensions and conditions ALTERNATIVES w" of the job and Home Design Services, Inc. must o 0 o I be notified in writing of any variation &am the a tti 0357- THESE dimensions, conditions and specifications appearingDESIGN NOon these plops.LU t h i c k e n e d Slab At Column Plant Shelf Deta'l DRAWINGS N E A BE USED IN CONJUNCTION WITH THE Typical waII Sect'on .�V ACCOMPANYING GENERAL BUILDING SPECIFICATIONS PERPARED I I Q a= �- �� BY HOME DESIGN ALTERNATIVES;INC. " r_ N FRAME CONST. - n _ n SCALE: 1/4 1 0 SCALE: 3/4 e i Details & Sections i SCALE, t .1 0 S � Scale OS Noted sheet of I ( FRAME WALLS ) III i irevs ons b :\ I Cn I i � _. 1 � �►�_: . _ SIG• ' • II . II I C� � 42• FS >� G io 4 IJ so (✓d � �cO I ' 420 — — — — 4 r"GY>/�^ (71CUGL h PCS I O sCO 1 o , GFI 3 I 420 r f 4 r FIo G — Itrcl I WP -- - — — w 42. I , 4211 ' ; 1 ME . I _1. �� mm� m , 42 42_ GFI . .- - - s 41 14 all 4 12 II GF1 o I • t }f - - - !y ,•' REPRODU'C710N••-o� p _ - 'C GF THESE PLANS By e - 42 42 J`^. ANY MEANS IS PROHIBITES)•- 'p oY F"EGERAL IAW VIOLATIONS' %. ARE PUNISHABLE By FINES UP F /L ' GFI - - - - - -- --- - - - -- GFI10m House Pian z ' �„� Marketing - ` r Assodahon 7 TO$i50,0pp PER OFFENSE. .'�•� i , •, CALL THE DESIGNER TO .' I ' '.OBTrOF TLE HIS PLAN <z F y a - - i �� n.'•.•....LAN. ,• `� �r S \ ' ' � r LL F4 : y .4 HOME , DESIGN �I ALTERNATIVES � DESIGN NO. 0357- x M E THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE SMART ACCOMPANYING GENERAL BUILDING SPECIFICATIONS PERPARED ` BY HOME DESIGN ALTERNATIVES,INC. sus ' raven y isconect Switch Notes: ,� a CCho Et[C11tICAILEGEND: I 1. Owiter to verify exact location of floor EiE lectriealIletar outlets in field. w �' Galling flounted I.1811t 0 a n1ak fietector _ _j 2. Location of fixtures and/or outlets are R Recessed blellt. . ( (;� (a bon mono'x eke del4d, suggested locations and meet most local ■ scale - —_ Electrical Panel \` r -_4 code requirements. Additions or nd- 1 t•1 Nall llounted fight � i ailing fan � 6-m C7 Justments may he made between 0"11e17 y ( l 'Aima and Dul tiler in: the fie td, tit- by liome job no. I w hall (lash Recessed Design Services, Inc. as additional --0 Raor Dell/Caragc Door Switch services. Duplex Receptacle r, ull Chain Light 1JR1't•TFl1 UlllfilSl0llS SIIAI.1, IIAVE IRfit:f;ilGllr:[: ■ - � 22Or Receptacle tocle � ele o e Jack UVF-15L h..S 1tlFtIISIOfIS. C ntr actoes shall drawingo. T Z�L i lall Sconce v and be epi onnible for dimensions eri�f r y p Trot 1 2 switched r I a 11 •1t n 2 ob mid m e. - 1/ / Jack end cmlditlnns of lite 1 In k ;able J J I O Q 'i►nndelier Services. 111c. must be nntifted in suiting - c t. O Nater Proof Re ep "isy -• ' Ire-wire l,oraga Uoor Upeller �JiGVm ditinnsvnndnspecificatio�ns'lappeal-1118 o`nn ■ ; Floor Race t. ntertonl11, p luorescent Light -r.hozc plan?. 7 ._ pat Light � . .. . - Fan N E G i . re ire or I 11 ELECTRICAL_ FIXTURE en/t,igllt Combination Ground. Fault Interrupt P 4�J lush Nount fluoreseerit Light • 1. hall Switch 4�.__.---J /�11., 1_o1r LA FRAME oe ME CONST: of FRA � � ME WALLS ) QUICKTIE CONNECTORS TYPICAL WOOD MEMBER DESI N SPECIFICATIONS FASTENING SCHEDULE UPLIFT GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONNECTOR SYP SPF FASTENERS FL# CODE LOCATION CONNECTION FASTENER HA4 660 528 (9)1Odx1' 2" 3557.2 {3)16d CEILING JOIST LAPS OVER GENERAL NOTES: FOOTING AND FOUNDATIONS: DESIGN CODE: HTS16 1255 1255 (16)10dx11/2" 3557.5 PARTITIONS FACE NAIL FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL V 2010 FLORIDA BUILDIN CODE - RESIDENTIAL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE ' MS36 1835 1468 (26)10dx1'/2" 3557.4 (4)GUN NAIL MEANS AND METHODS: v LSTA12 925 765 (10)10d 3557.4 (3)10d THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL CS16 1705 1705 (13)8d EAEND 35571 COLLAR TIE TO RAFTER FACE NAIL OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTSSHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% I DESIGN LOADS: ACTU . . .L AND UNIFORM (3)GUN NAIL MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Lou P o n t i g o a n d LS18 1005 804 (14)10dx1' 2" 3557.4 Associates, Inc. MS24 1270 1016 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: {18)10dx1'/2" 3557.4 (3)8d THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ROOF FLOOR 5 236 12 10dx1'/ " 3557.10 RAFTER TO PLATE TOENAIL WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF ETC., SEE ARCHITECTURAL CATIO.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO SC35 29 ( ) 2 (3)GUN NAIL NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON 420 Osceola Avenue ROOF LOADING 20 ps 25) 40 ps 00) SC35F 500 400 (12)10dx1' 2" 3557.10 FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD EOR Jax. Beach, Florida 32250 � TOP CHORD LIVE LOA 20 psf 40 psf TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. (EOR) TOP CHORD DEAD LO 7 psf (ARCH SHINGLES) 10 psf LS12 715 572 (10)8d 3557.4 (3)10d Ph.242-0908 Fax. 241-9557 I ' � TOENAIL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE TOP CHORD DEAD LOID 20 psf (TILE SHINGLES) 10 psf QTB(X) BLUE N/A N/A N/A 3557.6 (4)GUN NAIL CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF FL:CA#8344 SO CA#3579 P JACK RAFTER TO HIP REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS coNrncT us wlrH rouR COMMENTS BOTTOM CHORD LIVE AD 10 psf 0 psf COMPLIANCE. # BOTTOM CHORD DEAD LOAD 5 psf 5 psf QTB(X) GREEN N/A N/A N/A 3557.7 (2)16d MATERIAL SPECIFICATIONS: INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS COMMENTS @ LP-COMME QTB(X) ORANGE N/A N/A N/A 3557.8 FACE NAIL DEFLECTION CRITERIA: QTB(X) RED N/A N/A N/A 3557.9 (3)GUN NAIL HARDWARE AND ANCHORS: MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY ITW/REDHEAD2 16d ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS ROOF FRAMING: LIVE OAD L/240 TOTAL LOAD L/180 G5 EPDXY 14419.1 ROOF RAFTER TO (2) PLY O TOENAIL OR QT WIRE ROPE: 1/4"0 & %"0, GALVANIZED "AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,000lbs. & 14,000!bs. CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE `�•a►�N"' „!!!nup� RIDGE BEAM FACE NAIL RESPECTFULLY. 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH ��.�`'�` 477: ,, r FLOOR FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 SIMPSON CONNECTORS (3)GUN NAIL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT ° ••,..•••■■.. p OS OF PERPENDICULAR NUTS: SHALL BE IN ACCORDANCE WITH ASTINTERSECTIONS MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH . •• , ON M A 563 GRADE A HEX. ��•'GENSF '•• (3)16d METAL CONNECTORS ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16 O.C. VERTICALLY, J •' • `r WIND LOADING: UPLIFT JOIST TO BAND JOIST FACE NAIL RETROFIT REBAR OD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT �l�• No (4)GUN NAIL CONNECTOR SYP SPF FASTENERS FL# CODE BE '/4" LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.O.N.) REINFORCING SHALL BE A MINIMUM OF 6". NO,rJ3 * c ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. , (3)8d ANCHORING ADHESIVE: as A35 450 450 12-8dx1/2 10446.4 BLOCKING BETWEEN JOISTS OR END NAIL CONCRETE SLABS ON GRADE: C DEAD LOAD CONDITIONOF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. EPDXY: RED HEAD EPCON G5. • OF FOR THE BEARING POINTS OF ROOF TRUSSES SHALL (3)GUN RAFTERS TO TOP PLATE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, REACTIONS CALCULATED H2.5T 600 520 5-Sd EA. END 11478.3 NAIL COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 1.0 LIVE .• N BE REDUCED. SPECIFIC LLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. H8-1/2 620 530 5-110&11/2" EA. END 11470.3 8d ® 6"O.C. WELDED WIRE FABRIC (Mil SHALL BE ASTM A185. • + A . F \O�' • 2 SAWCUTS: •• r L•rr•ry••r C ••N MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 RIM JOIST TO TOP PLATE TOENAIL FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x20' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE BASIC WIND SPEED ( CE 7-10) ---------- 130 MPH HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 (3)GUN NAIL ® 6"O.C. MASONRY SPECIFlCATION�: SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON FOUNDATION PLAN S1.0. CALL EOR FOR ALTERNATIVE METHODS. IMPORTANCE FACTOR ---------------- 1.00 GENERAL_ 4 ----------- 20.0 FT MSTA24 1765 1270 9-10d EA. END 13872.4 TOP PLATES, LAPS AND (2)16d -- WOOD FRAMING SPECIFICATIONS: �� DATE MEAN ROOF HEIGHT ---- FACE NAIL MASONRY HAS BEEN DE59GNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05 MSTA36 2050 1870 13-10d EA. END 13872.8 INTERSECTIONS 3 GUN NAIL ® 6"O.C. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT ROOF PITCH --- ---------------- 6/12 O LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE IF HOWEVER, ACQ OR BUILDING CATEGORY --------------- II 9-10d EA. END C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF �b PLACED AT AN 8" TO 11" SLUMP. )• I MSTAM24 1465 1270 11473.19 (3)8d MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA EXPOSURE CATEGORY --------------- B 5-'/4"x2-1/4 TITENS CEILING JOISTS TO PLATE TOENAIL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ENCLOSURE CLASSIFIC kTION ------------ ENCLOSED MSTC66 5660 5660 38-16d EA. END 10852.11 (5)GUN NAIL CONCRETE MASONRY UNITS (CMU)* PRE-ENGINEERED WOOD TRUSSES: INTERNAL PRESSURE OEFFICIENT ---------- t .18 22-10d TO TRUSS (3)8d CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 11-/2"0 ROD TO FTG. JOIST TO SILL OR HEADER TOE NAIL MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm-1500 psi).MGT 3965 3330 11470.7 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP & CLADDING ALLOWABLE DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL { COMPONEN S BLE PRESSURES (2)GUN NAILS GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PHD5 4685 4380 14-SDS/4x3" TO TRUSS/BEAM 10441.10 PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". TRUSSES SHALL HAVE TEMPORARY BRACING'PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL TRIBUTARY INTERIOR EDGE STRIP PSF): 1-%"0 ROD TO FTG. PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH AREA (sf) ZONE (PSF) 'a' = 4'-6� 2" SUB FLOOR TO (2)164 BLIND OR TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. 18-16d TO TRUSS/BEAM JOIST OR GIRDER FACE NAIL CLAY MASONRY (BRICK): RELD ALTERA-nON 10 1 +18.2 -19.8 +18.2 -24.4 HTT4 3480 3080 s/8"� ROD TO FTG. 11496.2 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, ROOF COVERING SPECIFICATIONS: 1- RESPECTFULLY. CONTRACTOR G &A SHALL ES TACTPRIOR Lou 16d ® 16"O.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. PONTIGoBAssocIATESPRIORTo SOLE PLATE TO TYPICAL ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. 50 {16,3 -17.9 +16.3 -20.6 32-16d TO TRUSS/BEAM MAKING ANY STRUCTURAL FIELD HTT5 5250 4670 11496.2 JOIST OR BLOCKING FACE CONCRETE' SPECIFICATIONS MODIFICATIONS WHICH MAY VARY 1-5/a"0 ROD TO FTG. (3)GUN NAIL ® 8"O.C. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S ALL CONCRETE HAS BEEN,DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. FROM THE INTENT OF THE ORIGINAL 100 +15.5 -17.0 1 +15.5 -19.0 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS REQUIREMENTS. CONSTRUCTION DOCUMENTS.ANY HDQS 8325 72.10 20-SDS'/4x311441.1 BEING APPROVED BY LOU PONTIGO a " TO TRUSS/BEAM (2)16d STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO - THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE 1-'/e"O ROD TO FTG. TOP PLATE TO STUD END NAIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ASSOCIATES MAY RESULT IN WIND PRESSURES HAVE I IEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE 6-10d TO HEADER (3)GUN NAIL ADDITIONAL ENGINEERING OR STRESS DESIGN METHOD LOGY. NO FURTHER REDUCTION SHALL BE PERMITTED LUS28 930 780 10655.113 INSPECTION FEES. 4-10d TO JOIST (4)8d GUARDRAILS AND HANDRAILS: I ' • COMPONENT & CL DING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH TOENAIL SHALL BE DESIGNED PER 2006 INTERNATIONAL RESIDENTIAL CODE, TABLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS IS THE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 14-16d TO HEADER 4 GUN NAIL RESPONSIBILITY OF THE RAILING MANUFACTURER. I HU410 905 785 10531.36 STUD TO SOLE PLATE ( ) � I • LINEAR INTERPOLA ON IS PERMISSIBLE. 6-16d TO JOIST ( )2 16d [�[� ABU44 2200 5/e"0 ROD w/ 12-16d 10849.6 END NAIL ABBREVIATIONS IATIONS • PLUS = PRESSURE AND MINUS = SUCTION. ABU66 2300 5/e"� ROD w 12-16d 10849.6 (3)GUN NAIL • THE DISTANCE 'a' ROM OUTSIDE CORNERS OF BUILDING SHALL BE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 TYPICAL FASTENERS ADJ - ADJACENT DIA - DIAMETER FDN - FOUNDATION HORIZ - HORIZONTAL OC - ON CENTER QT - QUICK 11E THRU - THROUGH DESIGNED FOR ED STRIP PRESSURES. 10-16d TO STUD/BEAM/POST BM - BEAM EA - EACH FT - FOOT INFO - INFORMATION OSB - ORIENTED STRAND BOARD REINF - REINFORCE TYP - TYPICAL LTT206 1675 1675 11496.3 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK BOT - BOTTOM EE - EACH END FTG - FOOTING LBS - POUNDS PERP - PERPENDICULAR SF - SQUARE FOOT LON - UNLESS OTHERWISE NOTED • DESIGN OF WINDO /DOORS FASTENING TO THE WALL FRAMING IS THE 1-1/2"0 ROD TO FTG. 2"x0.113"0 = 6d 21/2"x0.131"0 = 8d BRG - BEARING EOR - ENGINEER OF RECORD GA - GAUGE LL - LIVE LOAD PRE ENG - PRE ENGINEERED SPF -SPRUCE PINE FUR VERT - VERTICAL RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET 3"x0.148'0 = 10d 3'/2"x0.162'0 = 16d CMU - CONCRETE MASONPY UNIT EQ - EQUAL HDR - HEADER LG - LONG PRE FAB - PRE FABRICATED SW - SHEAR WALL WWF - WELDED WIRE FABRIC LSTA12 805 695 10-1od 13872.5 DBL - DOUBLE EXT - EXTERIOR HT - HEIGHT MANUF - MANUFACTURE PSF - POUNDS PER SQUARE FOOT SYP - SOUTHERN YELLOW PINE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 1'/2"x0.148"0 = 10dx1'/Z" 1'/2"x0.131"0 = 8dx1'/ " CS16 1705 1705 13-8d 10852.1 2 DL - DEAD LOAD FDN - FOUNDATION HTS - HEIGHTS MONO - MONOLITHIC PSI - POUNDS PER SQUARE INCH TG - TONGUE & GROOVE ROOF SHEATHING SPECIFICATIONS: d W a I � HI G - MIN. '/,B", 24/16, APA RATED OSB OR � U � PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 2x SPF BLOCKING , _ , • NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS RIPPED TO FIT Y.oOD FLITCH BEAM: H10F OR H12F. /2" CDX PLYWOOD 2x4 OR 2x6 2X8 CONVENTIONAL 2x6 SYP#2 BLOCKING BETWEEN FLITCH. FASTEN w CONSTRUCTION ADHESIVE Al NAILED. i DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" WITH GAP SHOWN STRAPPING IF FULL 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP 1'/2" 1Y2" U QUICK TIE I 3 PLY BEAM. OF ROOF EDGE). 2 PLY BEAM. Z ROOF SHEATHING 2x4 SYP#2 HORIZ. BRACING ® CABLE HEIGHT ANCHORING FASTENED TO TOP PLATE w/ tOd O 4" O.C. '� �,,,,,,, (3) ROW OF 10d 24" O.C. BETWEEN OUTER WALL SYSTEM IS NOT USED. PLATE w/ 10d O 3" O.C. NAILS @ 8" O.C. ILL - MIN. 15/32" 32/16, APA RATED PLYWOODITI STAGGERED PRE-ENGINEERED WOOD & FIRST INTERIOR TRUSS. NAIL SHEATHING, NAILED w/ 0.113x2" RING SHANK O 6" O.C. SHEATHING MAY I (2) ROWS 16d (3) ROWS 16d ti n ROOF TRUSSES. EACH END w/ 3-0.131x3" NAILS FLOOR Sr._A.:'!!NG, "COMMON WIRE COMMON WIRE N a nl 4 EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE TERMINATE AT 1 SEE SPECIFICATIONS AT 12" O.C. NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). UPLIFT CONNECTOR TOP OF DBL. TOP FLOOR (T�) I AT i2" O.C. Q L.�.., 5ELOW II PLATE. Uj TRUSS 1 EA. SIDE. \ \ EA. SIDE. 2x4 MEMBERS: (1) ROW OF 10d 1 HEEL < 1 O�� 2x4 SYP#2 PORCH SHEATHING, NAILS @ 6" O.C. L DRYWALL CEILING AND DIAGONAL 3 �� FASTEN EA. I BOARD (TYP) BELOW SPECIFICATIONS E MULTI-PLY LVL STAGGERED I AT PART. ENCLOSED, �a WIDE 2x6 MEMBERS • t 1 ' BUILDINGS, BOTTOM - END w/ 1 PARALLAM (2) ROW OF 10d W -------, CHORD BRACING PER SEE LEFT 3-1 Od COMMONS I HEADER & SUPPORT 4 PLY PSL BEAM, NAILS @ 4" O.C. TRUSS ENGINEERING. FOR INFO. -- ---- I POST, PER PLAN. BEAM. s PER PLAN. STAGGERED 1 NOT SHOWN CEILINGFLOOR T%SSES I HEX HEAD THRU (3) ROWS /$"0 r/ Lill QUICK TIE LINE WALL FRAMING-14OR JQ!ST. I I I �' BOLTS w/ HEX 1 TYP CONNECTION AT STUD z ANCHORING SYSTEM NOTES: �I I I NUTS & WASHERS I ERMINANT SEE 2/SO.0 L J WAL FRAMING i PARALLEL PERPENDICULAR HEADER AT 24" O.C. ASSEMBLIES, CORNER POST, ETC. BY OTHER TYPICAL CONNECTION TO WALL TO WALL END iIIM/ Q I (2) ROWS %"0 HEX 2. SPECIFIED NAILING REQUIRED FOR ♦� EXTEND SHEATHING VERT. PARALLEL HEAD THRU BOLTS EVERY PLY IN ADDITION TO (2) PLYS O TO TOP OF TRUSS AS SHOWN. PERPENDICULAR w HEX NUTS & CZ PROVIDE 2x4 BLOCKING fi PORCH SHEATHING SPECIFICATIONS: / BLOCKING AT ALL WALL SHEATHING '/2" GYPSUM WATER PROOF GREEN BOARD, w 5d COOLER NAILS O 6" O.C. EDGE & FIELD WASHERS ® 24" O.C. AT HORIZONTAL JOINTS. ( ) / SHEATHING ATWISE. JOINTS: SPECIFICATIONS: 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS O 6" O.C. EDGE AND FIELD 1 „ 2x4 FLAT WISE. FASTEN MIN. '/,e", 24/16, HEEL > 1'-0" EACH END WITH 2-10dINTERIOR I EARING WALL:- STRUCTURAL 1 APA RATED 3 �� WIDE MULTI-PLY PARALLAM BEAM TOENAILS. ONLY REQUIRED � SEE PLAN R STUD SIZE OSB OR PLYWOOD AT SHEATHING JOINTS FOR AND O.C. SPACING. EXTERIOR WALLS AND SHEATHING, FASTENED w/ 8d SHEARWALLS ® 6" O.C. EDGE AND 6" O.C. 2 ROOF TRUSS CONNECTION 3 FLOOR TRUSS AT W L FRAMING 4 PORCH SHEATHING CONNECTION 5 BUILT-UP MEMBER FASTENING FIELD. FOR WALLS w/ S0.0 FLOOR SHEATHING: STUCCO FINISH, INSTALL S0.0 S0.0 S0.0 23/32" T&G OSB OR 7/16" STRUCTURAL 1 APA PLYWOOD SHEATHING, RATED SHEATHING (32/16 CONTINU JS BLOCKING GLUE & NAIL w/ 10d SPAN RATING) w/ THE LONG WITHIN OOR SYSTEM COMMON ® 6" O.C. DIMENSION PERPENDICULAR WHERE POT IS ABOVE. EDGE AND FIELD TO THE WALL STUDS \ THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO I r TYPICAL TOP PLATE NAILING: \ _ THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY I I [TYPICAL LAP FASTEN ALL TOP PLATES ,' BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. TYPICAL STUD NAILING:0.131 x3" END NAILS: TYPICAL HEADER NAILING:0.131X3" TOE NAILS 8-16d OR 12 0.131"0x3" TOGETHER w/ (3) ROWS \ / RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH A __ I 2 ® 2x4, 3 ® 2x6, 4 ® 2x8. 2X6, 2x8 - SHEATHING CONNECTION ' _____ ( ) ( ) ( ) = (5) NAILS OF .131 x3 O 12" O.C. STAGGARD. AT PLATE MAXIMUM SPACING OF 6'-8". PROVIDE A 2"x2"x)�" WASHER FOR " r I I 6"MAX. 6"MAX. SYP#2 DBL 9" LVL, 11" LVL, 2x10, 2x12 = (7) NAILS 4'-0" IN I I \ /� RODS AND 3"x3"x Y4" WASHER FOR %" RODS. FASTEN WITH A NUT 1 I I TOP PLATE 14" LVL, 14 LVL (9) NAILS PER#PLAN ER, I \\ AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED ILII I I I FASTEN ROOF TRUSS NUT. (TYPICAL) w/ UPLIFT CONN. LONG / FDESIGN I I 1 1 (2) ROWS OF / STEEL COUPLER AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/4" __ ENOUGH TO ENGAGE L---- -- J STUDS. 8d COMMON\ /� THREADED ROD (OPTIONAL, LOCATE LARGER THEN E DIAMETER O OTHE THREADED CENTERED WITHIN THE HOLE. SEE 3/SO.0� IF HIGH SIDE OF WALL NAILS O 6" O.C. i AS NEEDED) CRITERI /fj IS A SHEARWALL RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 /'� SEE 2/SO.0 INSTALL ADDITIONAL TO TOP PLATE. _ _ INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL II INTERIOR BEARING FULL HT ANCHORS. (STAGGER NAILS FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE AND WAU.i PLAN BETWEEN ROWS. SECURED OVER THE WASHER TO A SNUG-TIGHT CONDI710N PLUS BLOCKI lIG AT ALL FOR STUD SIZE -- --- ------ WALL SHEATHING -HALF s. OF TORQUE). DUE TO SHRINKAGE AND SON OF AND O.C. SPACING. __ ___ ______ �� �� WALL SHEATHING GENERAL 2x4 F T WISE. FASTEN i � BUILDING; CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-q�s. OF SPECIFICATIONS: DROPPED HEAD i \ ROD EMBEDMENT TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO EACH ND WITH 2-10d 1 IF HIGH SIDE OF IF HIGH SIDE OF WALL / \ MONOLITHIC: 6" NOTES TOENAI S. ONLY MIN. /,8", 24/16, WALL ISA IS A SHEARWALL, INSTALL ROUGH DROPPED HEAD INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY lO STRUCTURAL 1 APA RATED OPENING OR SILL PLATES MINIMUM FASTENER E.E / STEM WALL: 8" INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER REQUI DAT SHEATHING BLOCKING AT ALL SHEARWALL DBL 2x BLOCKING IN � \ JOINTS FOR EXTERIOR OSB OR PLYWOOD FASTEN 2 c 4'-4' 1 2x4 SPF 2 4 12d TOE NAILS DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR SHEATHING JOINTS: O FIRST (2) STUDS SPACES O �' O I I OCCUPANCY. DO NOT SCALE DIMENSIONS FROM WALLS AND SHEATHING, FASTENED w/ 8d MSTA36 AT 2x4 FLAT WISE. FASTEN 4 6'-4" (2)2x4 SPF /12 (1)A34 + (2)12d TOE NAILS I FLOOR THESE DRAWINGS.IF A DIMENSION IS SHEAR ALLS EACH END WITH 2-10 ® 6" O.C. EDGE AND 6" O.C. INSIDE FACE FRAMING FIELD. FOR WALLS w OF SHEARWALL < 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS FULL HEIGHT ANCHORING I EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND UNCLEAR AL DR WINGS TOENAILS. ONLY REQUIRED / 12'-0' 3 2x6 SYP 2 2 A3 ARCHITECTURAL DRAWINGS OR AT SHEATHING JOINTS FOR STUCCO FINISH, INSTALL OR BEND AROUND O O 5 + (6)12d TOE NAILS SYSTEM, PER PLAN 2" MIN EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE CONTACT THE E.O.R. EXTERIOR WALLS AND 7/16" STRUCTURAL 1 APA ENDS AT JACK AND KING STUDS, \ / n/R q , �\ FOUNDATION FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 PER HEADER SCHEDULE I SHEARWALLS RATED SHEATHING (32/16 NON-SHEARWALL. \ / ANCHORING / � � FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING \ / FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL, PLAN NAME SPAN RATING) w/ THE LONG � 0.131x3" TOE NAILS: i� \ / CMU, AND ICF INSTALLATIONS. EE DETAILS SEE DETAILS DIMENSION PERPENDICULAR (I (3) O 2x4, (4) O 2x6, (5) O 2x8. ___ \ / CURRY RESIDENCE TO THE WALL STUDS PT. SYP#2 N S1.0 ON S1.0 SOLE PLATE SILL PLATES -� DESIGN/DRAWN/CHECKED II r--- _1 ---- - r- - -� FULL HEIGHT SECTION CS BMB LAP 11 W6 WALL SHEATHING TO SOLE PLATE DATE I RAISE '/4" FROM BOTTOM OF FOUNDATION, SEE PLAN 1 I I I 1 SOLE PLAN AND FASTEN w/8d @ FULL HEIGHT ANCHOR INSTALLATION CHART 06.05.13 I 1 I 1 I I\L 3" O.C. ' "0 x 6".LG MIN 3 " EMBED. ■ CONTROL NO. EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN: /2 ( ) 8 '/2 FROM SOLE FULL HT. TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE L------- J L--------J L--------J THREADED ROD ANCHOR BOLT ��rr 2243 WINDOWS < 4'-4" - (1) ANCHOR ANCHOR HOLE HOLE HOLE SPEC. DEPTH DISTANCE WINDOWS < 8'-4" - 2 ANCHORS DRILLED EPDXY _wr 2"0 x �" MAX. MIN. PLATE BREAK a s t i » � » WINDOWS <12'-4" - (3) ANCHORS PLATE WASHER Sj FULL HT. /8" ROD /e"0 /2 0 /2 0 2x2x_/8` 4 8" 2" 3" TRUSS ID. ( ANCHOR 1/2" ROD 3/4"0 5/8"0 5/8"0 3x3x'/4" 6" 12" 2" 3" 3/8" ROD 1"0 3/4"0 3/4"0 30x'/4" _ 6" 12" 2" 3" LPA NO. SINGLE ST RY MULTY STORY 1. USE SPF#2 OR BETTER FOR ALL WALLS. MONO STEM MONO STEM MULL-13-00338 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF REVI�WEi D FOR CODE COMPLIANCE SHEET OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. FULL HEIGHT THREADED ROD ANCHORING SYSTE fr 1 TYP. WALL SECTIONS 6 TYPICAL WALL FRAMING 7 Cfff OFATLANTIC BEACH SEE PERMITS FOR ADDITIONAL S000 S0.0 SO.o so.o REOUIREMENTSANDCONDMONS. SHEET 1 OF 4 BY: DATE: C�•-( i 1#4 CONTINUOUS, PROVIDE CORNER BARS 3 EA. SIDE \OF RECESS. (TYPICAL) SYMBOLS LEGEND ° 15'/2" TYPICAL WALL FRAMING _---- AND ANCHORAGE PER DESIGNATES FOOTING LINE � CONSTRUCTION SPECS. DESIGNATES SAWCUT LINE GARAGE DETAIL '/2"x6" EPDXY ANCHOR INTERIOR LOAD BEARING WALL SLAB ON DESIGNATES SLAP RECESS GRADE, Lou Pontigo and SII Za a a. . J' SEE PLAN. ? � Associates, Inc. BEAM OR TRUSS, SEE PLAN 420 Osceola Avenue BRICK VENEER, Fri:/-: L L \ ALT. FOOTING AT Ph.242-0908 Floridajax. Beach, Faxx. 241-95057 SEE ARCH. o o z \ /' °` d / QUICK-TIE LEGEND SHAPE DEFINES NUMBER FL:CA#8344 SC:CA#3579 \ BUILDERS DISCRETION. v n OF STORIES CONTACT US WITH YOUR COMMENTS // • .\ #3 ® 48 O.C. (a rs ROD CHAIRS (TYP.) COMMENTS @ LP•A.COM 12" LETTER DEFINES DIAMETER \ 1-STORY w 2 4 COT 1 d N . 1 / \ • .• ( )# OF Q.T. HARE ROP r " E 16 2-STORY w/(2)#5 CO 1 NT. S1.0 S1.0 SHAPES: ONE STORY QUICK TIE ff6- 7"�H TT5O" pS1.06 x8 EX I N FOR BRIO TWO STORY UICK TIE K Q P 0 N T LT T20B LTT 20B I 9 THREE STORY QUICK TIE .•••••� •••••• -+ LEDGE ADD 1-#5 CONT. P � a eRlac DETAIL � 500. � S MONtnF FOU J• 01 (S OLITHIC R STORY DICK O OLITHIC ED Q TIE GEF FOOTING NG O „. - o VI'I'I - 3 LETTER: B Na" • QUICK TIE i �0 • I G X" 0 QUICK TIE • TE _ 2 I I I �A �F • �, I I I I S1.0 I I 0 Na" 0 QUICK TIE A••• P,'•��`' /•" DE SAWCUT w I I - - - - - - - I - - I I R •'-'0"" ��•� �� " 0 QUICK TIE 0 ••:r•ft i ELASTO RIC SEALANT SLAB ON GRADE, 1 ' SEE PLAN I I I I �� DATE I 3 L - - - S1.0 N TES: I I I 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAX. SQ. L - - - - - - - 2) SAWCUT CONC. SLAB WITHIN 4 TO 11'-6" J 12 HOURS OF CONC. PLACEMENT. III I SAWCUT DETAIL I I I RELD ALTERATION CONTRACTOR SHALL CONTACT LOU MAKING ANY STRUCTURAL FIELD PONTIGO 8 ASSOCIATES PRIOR TO FROM THE INTENT OF THE ORIGINAL MODIFICATIONS WHICH MAY VARY 1 CONSTRUCTION DOCUMENTS.ANY 1 I 5 FIELD ALTERNATIONS MADE PRIOR TO S1.O BEING APPROVED BY LOU ASSOCWT MAY RESULT IN O 8 c n INSPECTION FEES. BRICK VENEER IS 51'O 51 o I I I ADDITIONAL ENGINEERING OR ALL FRAMING-,,, ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE A CH. PLAN. I I LEGEND I ry! SLAB ON 9 4. GRADE, //\ SEE PLAN. %wx6" EPDXY ANCHOR I I 1. • " " w/ 1'/2 Ox'/e WASHER \ \ \ \ 2. 0 SIMPSON LTT20B w / I /% x8 EPDXY 3" ANCHOR. 3. S IM 5 " " O 8"x16" 1-STORY, w/(2)#5 CONT. I � PSON HTT4 W x8 � / /a I I li 8"x20" 2-STORY, w/(2)#5 CONT. I I EPDXY ANCHOR. LLJ I II I I s N I U s1.o ►� I �' U Z ONO. FOOTING AT STEP-DOWN , I Un II I 5 -- - - 1 - il Lij UJ 1#5 ONT. -- G AB ON, GRADE, I I I I I PROVIDE 2-#4x4'-0" I w P.T SHEATHING AND LUMBER �i SEE PLAN. I I I I CORNER CRACK BARS 1 SHALL BE USED IN THE PORCH BEAM SUPPORT POST AT SLAB MID-DEPTH. LOWER 4 OF BOX COLUMN. IF 4x4 IS SP THICKENED EDGE I� L - J S1.O SPECIFIED ED ON PLAN Ln I WATER PROOFING IS THE w/ 1-#5 CONT. - - _ USE (2)2x4 SYP#2 SUPPORT. 8"x8" DETAIL 4A L - - RESPONSIBILITY OF THE BUILDER. 12"x12" DETAIL 4B I I » IF 6x6 IS SPECIFIED ON PLAN, Q MIN. {2)2x4 PT SYP #2 24" MAX. USE (2)2x6 SYP#2 SUPPORT. 12 MIN. I ATTACH PORCH BEAM TO RATED"WALL SHEATHING w/ I SUPPORT POST w ~� HICKENED SLAB I I 3 I Is+� 8d ® 6 O.C. EDGE & FIELD. / (2)HTS20. ATTACH SUPPORT POST TO O I I CZ $1.0 I I'', I SYP#2 PT SOLE PLATE FOUNDATION WITH HTT4 � n5SEE PLAN FOR SOLE PLATE ANCHORS w/ 5/B"0x6" EMBED EPDXY ROD. U.O.N. WALL FRAMIN CURB I I' HTT5 HTT5 I BOX COLUMN I U � 2-#5 CONT. 1 _ I I I MAY BE USED IN LIEU OF 4x4 OR 6x6. 4SLAB ON S1.o _ - - - I - - - _ I BOX COLUMN GRADE, _ - - - - - - - - - S110 SEE PLAN. } 8"x16" 1-STORY, w/(2)#5 CONT. I 51 O I I TYPICAL WALL FRAMING " » F2.5 I F2.5 AND ANCHORAGE PER-\ 8 x2 2- 1 i 0 STORY w 2 5 CONT. i r r CONSTRUCTION SPECS. S1.0 - - I I I 1 5 CONT. BE N I # RING INTERIOR L J I I L Is-7 0 SLAB ON GRADE, i 4A SEE PLAN. \ PAD j �,- D FOOTING, � BOXCOLUMN, .%�i Ltl SEE DETAIL 8/S1.0. S1.0 SEE DETAIL 7/S1.0 \\ � (TYPICAL)) � : � � � MONO TYPICAL \ I STEP, S ARC FOUNDATION » - - - - - - n 4 MAX - - - - - 24" 3-#LS 8000.C. / --� VERTICALS PLAN ( ) EQUAL TO SLAB L ISOLATED FTING, REINFORCING, THICKNESS. SEE PLANSEE SCHEDULE. FOUNDATION PLAN SLAB RECESS 1 4B 1 SCALE: 1/4" = 1'-0" DO NOT SCALE DIMENSIONS FROM S1. 0 S1.0 THESE DRAWINGS.IF A DIMENSION 5 S 1.0 ARCHITECTURAL DRAWINGS OR CURB S1 0 ISOLATED FOOTING UNCLEAR REFER TO THE CURB CONTACT THE E.O.R. PLAN NAME FOOTING SCHEDULE AND NOTES cuRRY RESIDENCE DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS BMB LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 06.05.13 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 2243 F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. TRUSS ID. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. LPA O. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE N FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, MULL-13-00338 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR a REFERENCE ONLY. SHEET a S160 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF 4 SYMBOLS LEGEND I DESIGNATES SHEARWALL. THE HIDDEN 11111 j "-------- LINE DESIGNATES SIDE OF WALL THE SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d ® 3/6 DESIGNATES 8d COMMONS 8d®3" 6" 3" O.C. EDGE & 6" O.C. "IN THE 1i FIELD" ` DESIGNATES THE HEADER SIZE AND { (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, Lou P o n t i g O a n d HEADER SIZE & JACK/KING STUDS A s s o c i a t e s, I n c. 2X6 SPF#2 @ 16" O.C. 2x6 SPF#2 @ 16" O.C. —� BEAM OR TRUSS, SEE PLAN BALLOON FRAME WALL TO 420 Osceola Avenue VERY IMPORTANT NOTE: VERY IMPORTANT NOTE: BALLOON FRAME WALL TO ax. Beach,BOTTOM CHORD OF GABLE TRUSS. " 1 Florida 32250 OVER LAP WALL SHEATHING OVER LAP WALL SHEATHING BOTTOM CHORD OF GABLE TRUSS. X T A307FADE DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 7/S0.0 FL:CA#8344 SC:CA#3579 FROM TOP PLATE TO SW NAILING: FROM TOP PLATE TO SW NAILING: TRUSS A MINIMUM 12" 8d@3"/6" TRUSS A MINIMUM 12" 8d@3" 6" X5 CONTACT US W1TH YOUR COMMENTS / THREADED COMMENTS@ LP-A.COM 2x6 WALL C(2)2x6-1/1 " A307 DIAMETER THREADED ROD �j N, may TERMINATES AT FIRST FLOOR TOP T 0/tl PLATE, SEE DETAIL 7 SO.O .•"`""'+• �i {2)2x6-1 1 LTT208 AT BASE OF �2A6 / bra F•,� � / t•� ENS •. 0 -. STUDS. RECESS IN' N SLAB 71 A307 DIAMETER THREADED ROD �•`� �� �' N r7 \ � TERMINATES AT FIRST FLOOR TOP `t 11 •� S \ �VV�""`''�� PLATE, SEE DETAIL 7/SO.0 No *= o HTTS A oxo TT5 AT N LSTA12 12" LONG LIGHT GAUGE STRAP 00 FASTEN TO TOP PLATE AND STUD • BASE OF � X BASE OF N ST F 4' Ef - STUDS. N N `� NTH 5-10d COMMONS A • • �� C v STUDS. � RtO#••��� ' FASTEN TOP OF WALL �SIONA�E \ PER DETAIL 3/S1.1. REVISK IILS DATE (2)2x10-2/2 i FASTEN TOP OF WALL PER DETAIL 3/S1.1. r \ I T RELD ALTT:RA-nON X CONTRACTOR SHALL CONTACT LOU n PONT GO&ASSOCIATES PRIOR TO N RAL FIELD MODIFICATIONS I WG ANY H CUHMAY VARY v FROM THE INTENT OF THE ORIGINAL II CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN i ADDITIONAL ENGINEERING OR I U INSPECTION FEES, O \ N N d I; cX N N i N � LL. I FASTEN TOP OF WALL N PER DETAIL 3/S1.1. v LLJ . Z 5 U 5 4, U 2x4 SYP#2 CATS A 12" FLOOR OR SW NAILING: O.C. FASTENED TO TOP ROOF TRUSS. PLATE w 4-0.1 x3" 8d@3 /61/ \ -,1. >FASTEN 2x— SPF DIAGONAL BLOCKING EACH END w/ 1 3-0.131"/,", TYPICAL. Q W i COM ON. N FASTEN TOP OF WALL 2. `$HEATHING MAY EXTEND 2" PAST BLOCKING—WINDOW N cq U OSB WALL X I N ATTACHMENTS MUST ANCHOR INTO 2x_ MATERIAL00 PER DETAIL 3/S1.1. 3. TRIM WALL SHEATHING TO MATCH RADIUS WINDOW FRAME FASTEN c,aTs EACH SHEATHING. U8 / END w/ 3-0.13 3" I BY t 1/2" �■ COMMON TOE N ILS 00 SHEAR ALL OR N 5 5 EXTERI WALL N S -------- HEADER PER PLAN. HEADER, PER PLAN. r/ SW NAILING: SHEAR ALL ATTACHMENT 8d@3"/6" z + � NOTEOSB WALLOTE 1 NOTE 2 2 2x6-1 1 SHEATHING. HTTS AT HTTS AT { ) � �•� PORCH BASE OF BASE OF STUDS. TUDS. �� rHEAD TE 2 O DBL TOP HEADER, NOTE LATE SEE PLAN. S EE 2/S1.1 FOR BEAM CONN. RS, (2)2x6-1/1 y AL x6-1 2 I C�1. (2)2x MIN. < 4'-2" IF MORE U 8—GU 4 NAILS "� 2x6 x THAN 4'-2" SEE DETAIL 2a t WALL 1co IN POST: 4x4 P.T. SYP#2 SIMPSON A35 CLIP I SW NAILING: I Ic%j POST TO SLAB: ABU44 TYPICAL BOTH ENDS ROUGH OPENING SEE ARCH. MIN. (2)2x4 8d@3"/6" I I W/6-16d & (1)5/$" ROD TO FTG ROUGH OPENING WOOD BELOW. ' T*\\-O(PORCH 2x6 SPF#2 @ 16" O.C. (22x8 BEAM TO POST: SEE ARCH. HEADER. N BALLOON FRAME WALL TO MS24 w/9-10d EACH END ARCHED TRANSOM ARCHED WINDOW BEAM TO WALL FRAMING: EXP. B GARAGE DOOR PRESSURES BOTTOM CHORD OF GABLE TRUSS. TYPICAL PORCH BEAM SEE DETAIL 2/S1.1. RADIUS OPENING FRAMING 9'x7'—DOOR +16.0 PSF —18.1 PSF FRA ING/CONNECTION 16'x7'—DOOR +15.3 PSF —15.3 PSF BOX COLUMN, SEE DETAIL 8/S1.0. I (TYPICAL) r GARAGF HEADER 20ga STRAPL4 ® 32" O.0 (3)2x,2-2/2 IST FLOOR ALWAYS PLACE 2x6 —I I— — 'T 1 — T — —I 5 5 ALL EXTERIOR WALLS AT DET SHEATHING CONT. �I HEADER AT WALL N N N N N N N 2x6 THIS LEVEL ARE. A AT GIRT/VERT FRAMING TOP OF ROUGH INSTALL UPRIGHT BUCK AFTER in to N WALL JOINT. OPENING QT. INSTALLATION AND —i J J J J J J CONSTRUCTED OF 2X4 w PLAN � I ATTACH GARAGE DOOR THRU SPF#2 @ 16" O.C. WALL = 1 # k1F wv UPRIGHT BUCK, cn rY QT PER PLAN K, EACH SIDE, INTO FRAMING (U.O.N.), THIS <I 51.1 2x SPF RIPPED TO 9 JAMB STUDS WITH "snx3'/2" LAG WALL FRAMING COMPLIES NO JACK STUD IS INSTALLED FIT ARCH. DEPTH SCREWS EVENLY SPACED ® 10" O.C. WITH DEFLECTION CRITERIA. HEN FASTEN w/ SC35F ON INSIDE REQUIRED. (2)2x6 JACK STUDS (2)20ga STRAPS (2)2x6 KING STUDS HEADER TO JACK FACE WITH 6-12d TOE NAILS T&B. DETAIL A Do NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR a II (3)2x STUD CORNER FIRST FLOOR FRAMING PLAN CONTACT THE E.O.R. li 2x6 OR 2x8 T&B TO PLAN NAME DET 2x SPF RIPPED TO MATCH WALL THICKNESS P.T. SOLE PLATE 8" CURB/STEM WALL BELOW SCALE: 1/4" 1'-0" B FIT ARCHITECTURAL MA 12d ALL O.C. NESS CURRY RESIDENCE DEPTH REQUIRED. DESIGN/DRAWN/CHECKED GARAGE WING WALL SECTION FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 6/SO.O. CS BM13 LAP DATE 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BEE FM --- FASTENED PER 5/SO.0. SHEATHING CONTINUOUS 06.05.13 NOTES: Q AT GIRT/VERT JOINT. CONTROL NO. w THICKENED SLAB EDGE 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2243TRuss ID. I _j AT GARAGE OPENING. HEADER, PER PLAN—/To GARAGE ING WALL ELEVATION DETAIL B LPA NO. MULL-13-00338 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING SHEET TYPICAL GARAGE HEADER/)ACK CONNECTION BOX BEAM FRAMING/CONNECTION SIA SHEET 3 OF 4 I it JI Lou Ponti oandowd Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 I � FL:CA#8344 SO CA#3579 CONTACT US WITH YOUR COMMENTS I L I I VERY IMPORTANT NOTE: VERY IMPORTANT NOTE: COMMENTS @ LP•A.COM OVER LAP WALL SHEATHING OVER LAP WALL SHEATHING PCIN FROM TOP PLATE TO 1 FROM TOP PLATE TO p,.••...••••... G� TRUSS A MINIMUM 12" S1.2 TRUSS A MINIMUM 12" ��.•`GSNSE'•••.• -y N s�. TAT O :•44' T02 \ / \ / / \ / \ / / / •. S \ l \ l \ l \ l \ l ��FFSSI N P►�. i REVISIONS DATE T02 T03 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2 1 4 2 so.o so.0 fl T01 A I 01 A Uj7 I U T01 4 w Lij W LLJI T04 I Q Z ! T06 T06 X U T13 T07 \/ 2x4 BLOCKING. FASTEN EACH END w/3-10d TOg \\ ` TOENAILS \ 4-12d TOE 51.2 LTI \ OOK R 2x4 SYP 2 OUTL E S 1 ROOF NAILS (TYP.) � ! TRUSS ® 24" O.C. H3 HURRICANE CLIP ® EA. 12" LONG 2x4 BLOCKING T1 1 I 6-10d OUTLOOKER TO TRUSS. WITH 6-10d NAILED INTO / 1 TRUSS COMMONBOTTOM CHORD OF \/ \, \ I GABLE END TRUSS PLACEMENT �/ \\ WALL SHEATHING UP \\ / 2X6 GABLE END TRUSS. \�\ TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES / � � X—BRACE 1 PLAN \ \ / 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 2X4 T—BRAGE. ONLY WALL SHEATHING UP THREADED ROD TO EXTEND WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT REQUIRED FOR BRACE GABLE END TRUSS. OVER 2x4 BLOCKING ANDSTRAP UNLESS OTHERWISE NOTED LENGTHS 8'-0". GABLE TRUSS BOTTOM CHORD T1 0 DO NOT SCALE DIMENSbNs FROM THESE DRAWINGS.IFA DIMENSION IS ASTEN w/tOd COMMONS FULL HEIGHT WALL ANCHOR UNCLEAR REFER TO THE ® 6" ON ENTER ARCHITECTURAL DRAWINGS OR AT GABLE TRUSS 1 CONTACT THE E.O.R. ; 51.2 PLAN NAME NAIL TO 2x4 BELOW w/10-10d CURRY RESIDENCE 2X4X24" LONG FLAT BLOCKING. ROOF TRUSS PLACEMENT PLAN sYMBOLs LEGEND COMMONS DESIGN/DRAWN/CHECKED CS BMB LAP — 0.1310" TOE NAILS 08"o.c. SCALE: N.T.S. H2.5T DESIGNATES UPLIFT CONNECTION. DATE FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE 06.05.13 2x4x6' SYP#2 LATERAL BRACE EA. 8-12d TOE NOTE: FRAMING PLAN NOTES: CONTROL NO. 1. FASTEN ROOF TRUSS TO TOP PLATE w 2-12d TOENAILS AND 1. FOR TYPICAL ROOF SHEATHING AND FRAMING. SEE 2243 X—BRACE w 2-16d INTO BOTTOM NAILS TYP. / ( ) SHEET S0.0. CHORD OF EA. TRUSS. UPLIFT CONNECTOR SEE PLAN. 2. FOR SPECIFIC UPLIFT CONNECTORS SEE PLAN. MIN. y � TRUSS ID. (1)H2.5T CONNECTOR. n 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET $Q,Q y NOTES: 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR LPA NO. 1. SPACE GABLE END BRACING ® 4'-6" MAX. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT 2. ALL MATERIAL TO BE SYP#2 w/QT PER MANUFACTURER'S SPECIFICATIONS. MULL-13-00338 5. WHEN USING (2)H2.5T CLIPS ON 11/z" WIDE LUMBER, SHEET PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. GABLE END BRACING S1 *2 I! SHEET 4 OF 4 PLOT PLAN OF LOTS 1 AND 2, BLOCK 135, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. • I LOT 6 LOT 6 1 BLOCK 147 I BLOCK 148 I e (N89'02'00"E 102.11 FIELD) f FOUND 1/2' IRON FOUND 1/2' IRON 480 c`"�'�` N89"02'00"E 102.00 PIPE, NO CAP —_ PIPE. 1.84802 a.., -- - -- A/C PAD tr wAJ oAKO 20.0' 59.0• DEEP Z PROPOSED LOT 1 o DRIVEWAY rn o \ o 0 BLOCK 134 C. .. O 19.9 o ZN C D o m rn / �\ O o G7 i s � rcci.,z � Ep XrrI Z — rn a < U rn 0O LOT 2 o p LOT 2 • 12• PAW BLOCK 135 000 o BLOCK 134 m o r� �r `c lauc wp q O y /:r• / 83' LIVE OAK fF `� 20' UVE OAK r- 2 17`7!s/``QA; 48' DOUBLE LIVE OAK 23" CEDAR _ Ftw1&1n ./a+ IRQN. .` ..r1. ,C SET 1/2' IRON .,,.. �.AM LM72 S84tT0Off," 102.0Of (PIPE. 1.83872 .� v7 Gyr 7" MAGNOLIA 1 fir PALM (S89-09'59"W 102.42' FIELD) auvs°-t,�� }Cj" 1 LOT 3 LOT 3 I BLOCK 134 c BLOCK 135 WEST 6TH STREET ILI 50' RIGHT OF WAY (PAVED) 0.1. 1 20 40 NOTES: ' 1. THIS IS A MAP ONLY. 0' 2. BEARINGS BASED ON THE NORTHERLY UNE OF LOT 1 BEING Citvp i t`�'`tic pep ac ant N89b2'00"E AS PER PLAT. Planning and Zoning vdd+applicable 3. NO BUILDING RESTRICTION LINES AS PER PLAT. TI►Is aPprOSubd vision and 10 local THE PROPERTY SHOWN HEREON APPEARS TO LIE IN develZoninopment regul'uans,Bute Compliance royal for the Is of Pa other appl►cable FLOOD ?ONE "X" (AREA OUTSIDE 500 HUNDRED YEAR w P clorirla Building Coda 014 811 Ot r urremen s FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROMand to 'q,°ec�uaca:a Irnuslt etate ified by signattlf8 of i+►,uf'a THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL Off►GeJ p NUMBERermit- 120075 00011 D, REVISED APRIL 17, 1989 FOR e THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA "NOT VAUD WITHOUT THE SIGNATURE AND THE STEPHEN W. CREWS, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA UC. SURVEYOR and MAPPER No. LS 5996 SURVEYOR AND MAPPER." FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: 22. 2013 DRAWN BY: PGP FILE: 2013-0416 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET..1 OF 1