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Lily Street 1217 # DATE DE50RaPT1oN General Notes GENERAL STRUCTURAL NOTES IMPACT RESISTANT C �`' l 1(II X04 w��? 46sapplem`w ): ; Wood structural panel with a • i d irkam of 7/16 irk and,waximula 1 General notes apply to all drawings and specifications. 1. Codes: Florida Building Code 2004, American Concrete Institute,American span of 8 feet shall be pemitled for opening protective in rale-and tym-story g We certify to the best of our knowledge and belief that the design of this Institute of Timber Construction and American Welding.Society. building. Panel shall be pima so that they 3WI be aftcilod to ties&timing New Residence project complies with the applicable provisions and requirements of surroundbig the opening oonwdning the product with the gla W opaing.. the Florida Accessability Code for Building Construction, Florida building 2. Live Loads: Panels SW be predrilled as required for the anchorage method and code 2004 edition of the ADA Guidelines, Roof: 20 psf all required hardware shall be provided. Attachunt"be designed to t+ea:itd for 2. The Contractor shall verify all dimensions W conditions in the field the components and C 8 Ionds&ftff tined in accv�with .provisions If dimensional error,variances and/or c4{�Cts exist,or conditions are 3. Wind Loads: of Section 1609.6.1.2 with penTuReW corrosion resistor stent hardware TNT DOCUMENT 15 Mr. N Re HarreIl INSR16 TM 4 t OF: SERVICE, encountered that Oro not covered in ilia drilwings, the contractor shall See Wind Load Notes provided and anchor permanently instalUed on the buiklliisg is persnitt+adfarAND Is THE PROPERTY OF notify the Design Firm in writing before commencing that portion of the work buildings with a mean roof height of 45 feet or less where wind speed do not 4. Allowable Soil Bearing: 2500 psf exceed 140 mph. USE DESIGNS INC. ANY 3. The Contractor shall supervise and direct the work using his best skill and g of Plaza and Lilly Ste USE TE REPRODUCTIONS Corner WITHOUT THE EXPRESS be solei res rWble for all construction attention. Too Contractor shall Y Po ;oil Compaction: TABLE 1609.1.4 and/or installation means,methods,techniques.sequences and � ` -�,° o WRITTEN PERMISSION • OF THE ABOVE MENTIONED procedures. He or she shall also be responsible for Coordinating all Soil under slab on grade and foundation shall be compacted to 95/o WIND-BORNE DEBRIS PROTECTION FASTENING • 3 2 3PARTIES E STRICTL`ider the contract. modified proctor max. dry density (ASTM D-1557). SCHEDULE FOR WOOD STRUCTRAL PANELS Atlantie BeacFla . PROHIBITED. portions of the work un c GC'�"'R G-•? �90 4. All work shall be executed in a neat workmanlike manner, which is _ 6. Materials: FASTENER FASTENER SPACIN h) acceptable to the Owner. Concrete( Normal weight-28 days) 3000 psi TYPE PANEL SPAN if inorc 5. When work that is not specifically indicated is required to complete the Reinforcing Bar ASTM A615, Gr 60 2 ft 2 to 4 ft 4 to 6 R 6 to 8 ft a description shall be submitted to the Design Firm in writing Welded Wire Fabric ASTM A185 project, p #8 Wood screw C L N : during the bid phase. All such required work whether described or not Hollow Load Bearing CMU ASTM C90, Gr N-I w/ 2"embed 16 16 10 8 shall then be provided using the best materials and workmanship at no Anchor Bolts ASTM A307 or A36 Mr. Naatnan Harrell Atl 3 Floriddade 32233 eaCh additional cost to the Owner. Welds AWS E70 or E60 #10 Wood screw 233 6 The warranties and guarantees provided in the construction documents Wood Member for Beams & Posts #2 SYP w/2" embed 16 16 12 9 Index of Dra shall be in addition to any warrant, shall guaranty or remedy required by for Studs #2 SPF or better wings law or by the construction documents. Microllam 1.9E 'A" Lag screw W/ 2" embed 16 16 16 16 Cover sheet....... Site plan, locator map, applicable code, 7. Unless specifically noted, the Contractor shall provide and pay for all labor,materials, equipment,construction machinery, transportation,and I i-•-I -l !.-Z---`-- --i - -- -----•-- - IVlC1lCl Idl 11 1VI lrtctllVll, LVI1il It� it t1U1 IIlcrltVl 1, other facilities or services necessary for execution and completion of General notes, General structural notes, the work. Wind Load wind zone map, index of drawings. PFIRCJEC,` 8. Accessibility shall be provided in accordance with Chapter I 1 of the 1 Story Re Sidence A-� .................... Floor plan, window installation details, 2004 Florida buiding code Codes: Flo Building BuBtiir� Code 2004 w/ Supplement and ASCE-7-02 i>edcier span id'uie, uplift c:vnrrecivr Sc:heuuie, 9. An accessible route of travel shall be provided to all portions of the building and between the building and the public(see chapter 1 I Fl BC 2004) Basic Wind : .120 mph (Wind Borrie Debris Zone) plumbing notes, heater detail. 10. The Contractor and his subcontractors acknowledge they have reviewed the 0 plaza and Illy streets atlantic beach ft. 32233 Wind Impo Factor: I = 1.0 Building Category: it A-2.................... Foundation plan, slab cut detail, post base plans, specifications and visited the site prior to bidding,and starting any work. .__._ - r__ ... __.._-... _ detail, foundation details. Wind Exposwe: C A-3.................... Front elevation, hear eievation. 1 I The Contractor agrees to supervise and perform the work in accordance w ith good construction practices and standards and shall not proceed or x r i �- ;,;�; A-4....... .. Side elevations. perform work in a manner contrary to the contract documents or the ! ErfEIOSUre: ' ndosed Building A-5............... Roof plan, dormer roof section, nailing Owners directives. �� �� - - ` _ �''�''3t Internal Prer t�m CoellfKclent GCpi_ +.18 or -.18 r P patterns. ��;G 12. The Contractor shall at all times adequately staff the job with skilled to complete their work. _ -� - • workman,laborers and the proper equipmentp -=� _-- - _ �taf Wind Pressure too Wlndo�ws I DOOM -b.................... tSUilding SeCt10r1S. 13. The Contractor dWl be responsible for obtaining and paying for all permits t 1 ...... r electrical n n Rd Electrical floor plan, electrical legeL E impact fees(down stream Pollution fees}. and testing � � ''' � '' � � � Zone �� electrical lief, elect Ca notes. ate.� ��a� y iaspeCtioa fens, pa (do 1 �� ►' required for completion of the work. -- . I ( I F V. •�1�`wN Rime' 14. The Contractor warrants that all materials supplied/or i J I I '-J . ' - one ,1, a wind afeafshMW lwdl1 2lf) equipment, supplied be new unless otherwise specified and all work shall �f I I I I 1^` be standard quality, free from fault and dezeeu,in keeping with manufacturers • r , � N,: Pcasiti Suction �� specifications. , Interior . 10 +31,3 -34.0 20 +29.8 -32.5 •., ; -1 :` TP` Contractor and subcontractors shall be reponsible to kee^ _ 50 +28.1 -30.7 free of accuinualted waste by using the Contractors supplied dumpster on a daily 3 A j }y _ 100 +2'8.6 -29.3 basis c7�wp - iwe +� .4 -26.0 r �a SET 1/2- 1ROA c A.ld � 3 :,�. Q` N 89'02 00 E 102:00 N L.B. �ES �CxN5 :5 The Contractor agrees that all work materials and or equipment shall be (, End Zor1e 1Q +31.3 -42,0 W DUROE / or installed in conformi with all manufacturers �tl'fr{ constructed n w` Ain 20 +29.9 -39.2 I tions complyingwith all federal. state. city a,� Caen Yt ' t 1' INC. specifications and recommends i SO +28.1 -35.5 O • build:ng codes and ordiances - ._ ____._ t` +26.6 -32.5 I 420 S. 3 RD. STREET 100 :he Contractor or suppl;er of matenals of b;uiding cornponenis shat: 5: ! 500 +23.4 -25.8 ~ JACKSUNVILI.E _ BEACH, responsible tv field ve�� Ali measuralenL prop to starting a^.. �+oric or Locator ma n t s ordering ari'. materals ev=es if:.tie Desagr.Finn or Owvr� rias app%i%ed shoe • . • j'" Q 32250 - FLORIDA :r_hc a :5 air. tl:Scfcpa:,c� it TieaS+:rCrTlen"S, :i shall tc the ..tr;:S S F©(j INFOR TION • :J� LOT 4 r,n- r t :;r tic Jeri Frrtri ` R TEL(901)992.7281 W,tax C_ to acto o Design �_. r r � laurdesigns(a aol.rnm 1 Y T. C m-rac ,r agrees :.at ad It ume limits in t-ti s Contract arc of Lhc • CONDITIONED,;SPACE FIRST FLOOR �,�(,,. S.F. � --- osrsc rd c • CONDMONEDW13PACE SECOND F`IAOR S.F. Wim- -�... 7 (}c �.LJrltra.'"S.Gr earCies to prvrr'tpttlt r*.akC rod, Kit.^,:11 Cos-,:0 ttY�}'.a?�' Index reWl defects due to »oritnmunkti OW ar ataterials wtt:_t; CONDITIONED SPACE T141M. FL QOR _ S.F. - - - - - - - - - - - - - - - - - - - - ndex Ofd n� any and alt p - - - - Site plan may ttppcs within a period of oi*1)year hoax the date ofnotbe s}.ut t+t3tttiltl empletaon and sa cepeaooe of tho project by the OKner. or llNCONDITI0I I SPACE �"r>r 5�• S F VNk1a t re h for k+ch paclo�d of time as the Contract doaigaexus rriay estabUsii � O � ItTtDHt.'t reBlstartt t�OMlltlnQ .wc•us+rncsn,:#an•r* �Q�i•e &AA. S.F. _ O Genteraf sV11t:IUt�110tls pruviure a um ii is swc cess UW1 este 1)yule • V l�ir.,Jn V i/Mv c,ai4a .�.i.}i!M v ; � r l condition ecedect to his O O �� 2 f The Contractor agrees that as an additions pr LOT AREA (I :LURING 1113'+"1' AND •� S.F. � t� WMd Zone "top rcccipt of final payment, he shall deliver to the Owner any and all �7rtter. OF V $ Locator' map guarantees as required the contract documents LOT 5 8 q by STRUGTUR o A OF STORK �e Codft 21 The Contractor agrees to comply with all OSHA regulations that apply to M Sq. F lAi MriormatiOn the safety,of their men and the operation of their equipment and toois . _ � 3 W Sq. Footage �fofmation The Contractor agrees all employees shall be required to dress properly IdAMMUhl H HT OF THS STRUCTURE IN FT. ZI.au sa along with wearing proper work boots, hard hats and all other -1 - safety equipment required by OSHA. NUMBER OF VIVRIES l O � p PROJECT TYPE ' C:ON TRUC!' ON .2 Contractor shall not violate any provision of the Occupational Safety LOCATION ^ - - - - '- '- - -- - - - - The '- - - - - - - - - - - and Health Act of 1970(OSHA) including all regulations adopted by its enforcement by the United States Department of Labor pertaining to the TYPE (INDICATE ONE: L II, III, 1'Y,� r� F=A0AV& r- O construction industry. • PR©TEMON, INDICATE ONE: (PI 9C M OR UN F1�3TFM) Z � �o•0 4-r'-o" 44 -0 INDICATE• INDICATE 0?* (3PRINIQED OR UNSMgh g&D) • Wind Zone Map - - - -� L5 Material Information ,� L T 6• g - requirements of chapter 15, � OI2tvE � Roofing ( Material shall meet the q p -' Florida Building Code - Anpl_icable Codes =p - j�rlc -tK Ow+stt�FtEl� 5GALE: AS NOTED N Roof Underlayment- ASTM D226 Type 1 _ Roof Flashing- Gauge Material � � _ . Code 2004 GUY ANCHOR DRAWN: LAZ0 L Drip 26 Gauge Cap 26 Gauge �� Florida Residential Code 2004 FOUND .i/•• VtO N PIPE � D E 51 GN. LA ZO Valle 26 Gauge NO "Ht�� S 89'02 '00" W 102.00' 1 `O oE�NTOCATIC Rake 26 Gauge y g Florida Fire Prevention Code 2004 Fixes t/2' 1� PIPE FovrNo 112- IRC DATE: 04-03 -tv-"l • Florida Acceasi Code for Building ro 23 EW. 113 o �. Roof Material- Fiberglass Shingles as per 1507.3, � "°.'oe"'t�'r'�°" cti'ion ( chapter 11 Florida (a:z3• W. t.m• A►) PLAZA STREET jog NO: 000-'1 -o� Florida Building Code. Constru ( p B�tiiding . 50� RIGHT-OF-WAY Fastening- 12 Gauge 3/8" Head 11'/4" long Roofing Nails Code ZA44) . - National Ekcttrical Code! 2004 DRWG. �I�.E; ZCz�'? noridlwt Code 2044 fi.... 1 �1 EET: FUMM.Mechmdad Code 004 No in the vt uu#y of the $ite Plan 1 -- 2� -� Cover Sheet .A t" 51-4EET 1 OF 5s-4EETS 120, 11 LiLy 5fff6V A i r # DATE DESCRIPTION - "twsM[a�C 1/�5►MnG �Ml(u dvE! 1K f SNE M01 wi+OM. - xcnor A �Mn,6•i «shsi fbssiisriis itself widt tf+e aarutructian docurouts and spall vrrify HEADER SPAN TABLE AND STUDS SUPPLY HEAT TRAPS THERMAL. EXPM bIVff a dsetng site condfdoae. TA10C . 3/4' COLD WATER TM work�ooasfftrat to d Federal,State�l.oca!codas and adirtaoees. +"� . � � ,� HEADER BEAM MAX OPENING—DOWIDOOR STUiDS K HT STUDS SUPPLY "� 3/4 SHUT—OFF VALVE .goo. AN wet shill be coon anted with o*w trades to avoid ireefereaoa. A9 rte: .►.w ,aci�i'swx ).SIME T&P VALVE dwat ad pwWftm"be geed fbr ow YW after �+.":'sv n.r.c s��bean s ��o� O�R«,.,� WA= 2-2X8#2 SYP 3'-0" 1 2 TN I s DOCUMENT 15 AN 3,�4' gEIECTftlC " IN5TRL.IMENT OF SERVICE, .ee �.r � � 2-2X10 #2 SYP w/ 'h" Ply Flitch 4 -0 1 2 AND !s T;-4E PROPERTY of Ply LAZO DESIGNS INC. ANY _ '�"�.,t `""® �• ,L � 2-2x10 #2 SYP w/ 'r4" P Flitch 5'-0" 1 2 uN+oN Rt;t1TE 3/4• TdcP DRAW ooartia«,�awie�in a wrra,�of �,.,,;�, 00 7"0*,;� �$" `"-" � 2-2x12 #2 SYP w/ " Ply Flitch 6'-0" 2 2 N U5E OR REPRODUCTIONS X. TO DRM PAN to be need for oo.sa+tMM VnVrae,raV Vw and&V a•as-03AD rawks and 2-2x12 #2 SYP w/ %s" Ply Flitch 7'-0" 2 2 WRITTEN PE F E 15510N revfsfoas sha8 be me&with a and pend«pea and"I be and soasrue. Submit wT�� OF PE RM I S5!ON 3/4• DIELECTRIC COORD. WrR. HEATER drawringt to the artlit a at the coaapietiart of wort. OF TSE ABOVE MENTIONED UNION SIZE WITH PLUMBING PARTIES E STRICT` Camum���������� MCI UPLIFT CONNECTOR SCHEDULE PRCNIBITED. _ DRAWINGS OKM rtwtruc Qc CCPY RICsNT 200 AM atsft iab*a9 be reached a:the wwbiee is ttw s and es�+er v Pabl o$wfdt the .&MWm tags and Wmb how. Any mesial brotcm« EXTERIOR LOAD BEARING WALE dow4ad dM be repboed v*b the new esetaia1 SAFETY DRAIN 3/4' DRAM VALVE TO ~r� PAN PAN Sn"y www oW rear pq"&ban�,�bw scbedrl.4o pre.solvent welded Dbl Top Plate to Studs 1-SPH 6(� 32" o.c. g- - Cold and bet water piping sW be x*@**40 prc.wM nar-e mS solvent weldrd " • Studs to Bottom Silt Plate 1-SPH6� 32 o.c. 3/4 DRAIN ROUTED TO e�rorro ExTERbR WALL fittiow �,��,,,�,�,��,;�,� �,naw.earpfpi�n,ater;al, � oie � Bottom Sill Plate to Foundation 1/2" dia. anchor bolt w/ Mr, Na8ntBn Ham (TERMINATE a• A.F.c.) p,,��,�,,,,f,,,r.i,�, r;�j►�., 7"�4 x10/C" plate washer AUanUC 32233 8sa�► ( Pbrabfng&mires,belt be as scheduled on rbawe=ge .p*to ewh fi><tttte. no&itb of ftttinjMwc coria snd supplies exposed to view shop `,.w FlOtlda rus+s sEnuwt DETAIL aron+r W to present a net,«deny�rpearance. s `w*,�►w .s.� Header to T-0" Jack Studs 1-MSTA24 each side ELECTRIC NATER ' HEATER p0q;bye, m Header 3'-0" to 6'-0' Jack Studs 2-MSTA24 each side NOT TO SCALE Rue piphK pw'd0I to`coot o[Staruahrre,urdas outer.visa indicated. . �bra>a • �,dle���u�� om `� '�'��� Header 6'-0" to 9'-0�- Jack Studs 2-MSTA24 each side PeoettsbIl.provide dated a�u pipe pwoustions tbrouo inekpaddoos,outings or floor • f w!$�tANT INTERIOR MEW to► LErr i t omita or wwww 1 Shy Resil�lV��+ �U ! A y ►, y , ! a t t ►1 k t.Q ' (�'i�� 1 1, i.Ji' 1 •1}� fah _ _ T Or - — 4 . 1T I I A i I i — - I- - 6.— k,,« 4:u et-, r i I {{ l I 1 i �`•�-.- �p 2 �f I tiM1.1.tiMlttlitfMle�'sst� I ' c� � v�i.r.tue.re's�1►• 4 I � covefedp covered Porch om q �� Dr. ar � \. H F1 -^A. '�X r9 1-(':GR•.X....efi✓. IN. ,. � �� ..-7 t• �'�� � y, �.� A, .4 6 --'!— 4 t t a Ietw i"'t R — _. _�_ - . 1'.IO�I"d%' 1 + CFS n (..;♦ QEir 11 1 T - , , d' bte�llii =M 1 mud • � �, \ „ \ � �' � _ ►+ ,/ `" -,N ':�+-�?� _ _ _ ___ 420S. .� R REF ,� • j, 1,'�, .4 4-4 �v t' 4 '� ,� 4 t 1 - rte. _ _ _ �► 4 }_ JACKSONVILLE LF _ _ BEACH, bath no.2 / it t' = i FLORIDAFLO321 t TEL j"4)99?.-7281 coo., g I SIXO - i 7vJ 1 fo X!� , blllwEtQ11I'1 /, ' O01f+Bi6d pQrCh — '�-�.; " *-' " -'' u T f Floor 0' it \ _ _..- - �� ntastier beds m VVkKk w 1 inks"emm I dei. p x e tar r t � '�.. i ry ; VLr*r 2-car garage i \ ; ,� w t ��.� t8U _ �\ /'� ""' . ° ' Pkm*ft.notes 9 1Headw_ aft IL c�aet.'#ae sch. -+-1UPWt 06 /�� eta �_....___.� :� \• ti �i ;a u?.r,.r...- ,f`►i 1 t:, .. L; r� �-^1� � i � �-1 1b t-•1wt.fJ u x \ I _...__._.. . �� V ' XI I , 1 f � 4 f N I Vi�v+k TdO :Et VJ�G Z---- j i u t;��'.Cj,I..+ r1.R11� beth 1 s I — - I r-•} ,9 i3 Cc ,t covered po �' r: I / =c �Giu,.a,� *"*V n)= i bedrom no-2Ja�c�e „ -in do I a �p, I i F!NAL REVI$ICN BELE SE DIATE I � I 1 _ II g — _ - !A _ ►i ,� 3c,�c, 4 d - - SCALE A5 NOTED ._ T _ ___._ __ � <: c:•�T - .�, p.v> I III ! I � x i ?uA4+� ! I�ta"�G41�. , _ C 2 ti 4. =R V !„py t! t s __. ._� --t f ►� tw _-, DRA�IN- LA raw1v� i A ► 8 �! JOB NO: �Z -C�'7 DR6t*. FILE•Floor Plan 1 /4' !- 'C 1 I�Iso 5 t M Pga N N t! u ET: SWEET I OF SHEETS `12/-*7 ' l. - , Tri Y # DATE DESCRIPTION 6"x6" P.T. SYP o No.2 POST 0 I ' / EMBED POST BASE INTO TN! / o DOCUMENT IS AN MONOLITHIC CONCRETE INSTRUMENT OF SERVICE, 4pcs SiMPSON FOUNDATIONAND IS THE PROPERTY OF SD`�'/. "Ox2" WOOD LAZO DESIGNS INC. ANY f I_� SCREWS �. �! U5E OR REPRODUCTIONS i I wrril4O'u'' THE ExPRE55 WRITTEN PERMISSION OFT uE ABOvE MENTIONED PARTIES 15 STRICTLY PRO►-"tIB!TED. t — ts. + CBSQ66—SDS2 EMBEDDED POST BASE CL ENT : r Mr. Neaman Hame11 r , - --- ` Atlantic Beach DETAIL Florida. 32233 r A-Z SCALE: NTS 1 Story residence Zak" W _ I /i1. 1 E R 3�tra ►�'�'. ��s 4 �NCINE _� L E w.i._wysrww Joe It LJM P.E. ... wkiw IJ"C. ` I• Y.. ' "w/ iL'. f:1�(—:"� fj � s • tkL3 T r I I �"' ""'� � , it .. .... .. .—,... �' .._-1 . _ _ � � � '- � •� a ■COD j4dwCOV1118 VL 14 i 420 S. .� RD. STREET _ ! j JACKSON`'ILLE i; BEACH, I FLORIDA 32250 1 ! t� � _•� -- � TEL 1904)992-7281 � I �' I I Y„ L u1LOdesians( atd.com CONTENT 14 Foundation boss detail • x Pow 1 .. I Sercut slab do" 4. - � Deter i f fi` j��l.♦r tI a3�_'C-i_' Y^ �aK—its" -.'�_ t�� � I f i ' -►: � _._ •----____ ----_ __._._ ^ _— .___..__________- ---_ ._ .___ ._..___ it V� •`'-t � # 1 Cv x•� � t 4 X t.�,:! 4 C J EiZ. cv. I�►� _ i x CTz 0►.a ;�;°et.,L cruet px-+ 1 . I I ' '=iNaL REv151ON a -4 - - 1 RELEA5E DATE T 3/4" DEEP SAWCUT w/ SLAB ON GRADE, I �_.-- ---- -._ _ ELASTOMERIC SEALANT SEE PLAN - --�,–r SCALE: AS NOTED 2 4xt2-' x� ` t- 12' x24" 2# SCruT 12x24 w��#5 ► �T. �.�S �A s .� rJ DESIGN: i.1`—0 DATE: 04.. -O'>-0-1 NOTE: SAWCUT CONCRETE SLAB WITHIN • 4 TO 12, HOURS OF CONCRETE PLACEMENT �'�� _ ;, �o� JOB NO; C,�"7 -C7"7 A► f `cam Suet' sh4l1 be performed and a copy of the �� P� � /4" DRWCs. FILE: 200'7 SAWCUT SLAB. TYPICAL Foundation an survey shall be o the site for the building inspectors use EET: ` 'or to frarning inspection. Or, all property mariners shall l ' ' m marker to marker to �/ l , '� A-2 be string streched_ from verify reams s+etb�c SHEET 2 09 Co 5NEET5 n � s Zi L� A r � * a # DATE DESCRIPTION TI-415 DOCL1,1ENT 15 AN INSTRIU!"IENT OF SERVICE, AND 15 TUE PROPERTY OF LAZO DESIGNS INC. ANY USE OR REPRODUCTIONS WITHOUT TWE ExPRESS WRITTEN PERMISSION OF TWE ABOVE MENTIONED PARTIES IS STRICTLY PRONIB"TED. r © COP'+'R(GNT 20 2-} s ST.a24 S-tK s -r'ig• •t2�txiC 9cef v0•'''� CLIENT- 112 -- ..M _ 17- - -- -. __ 1 Sooty Res idence i LL U I j-.._.d. �1*^.....1 �-i.y. � 1... 1 1..T_1 .A t ,..�.,A �y..l } # � ! � • fi i � .. _-. .......... �p ....._•__-.,_.. ..._. � ; t r _ _ i 1 ; s r � Ti, � . . #_.►, . __ .�. _._ , l �, .., �NC3INEER5: _ i... i_ ., ► F 1 ..�, Ii_ "-"-I;_-1,. l I J I _ __ . -__ _. _ .__.__ ......_ `' f � �✓'`' w 1 �.. ` ` t LE -,90 a ' Mei r+�ir�� ft �-r---J�S,1stn}104 N T, '0 YG. 'Too; '�'�!.' v;�.;Y;, C�VAft a�r}�t ik�".°� - ���� low• i/d� .�- . ivc"arMlM M..: I" too'1a�i Reay Elevation (east) v1 �E5N� 1 114" 420 S. ; RD. STREET JACKSONVILLE BENCH, FLORIDA 323, 0 TEL 19 C".1•7''2111 inswaftnsOae com CON Front and Rear aWm lom Doy�rl.'tE.2 {rZ. jj FINAL REV15ION I T_1 -4 t • � � RELEASE DATE Y—L Y11 r - , 5C4LE: AS NOTED .-:�,+,-�.,,,a.-��r- + .�-r�- tom-•-- �'�� �:_�'�- r �T � ' ~ � r 1_7.1_.�! I .�.- t .... .- _ .. r✓ - —.__`__ ,_—_-----...._ _ ..__..._—_-... ���T -. _ —....__.__-.._. n I—A 'Y.. O N DESICsN: L.A7-0 t x .�.��►,+ aN tarn•r T rw-r,nP DATE: 04 -015 -0 OB NO: COM-22-J "-7DRU1C. FILE-. l � Front Elevation HEFT: �— 1 /4 Am.3 51-BEET OF G"v 514EET5 • �;rr�cr2 L� l� �,Ar d. y . # DATE . DESCRIPTION TNI5 DOCUMENT 15 AN INSTRLt IENT OF SERVICE, AND 15 TµE PROPERTY' OF LAZO DESIGNS INC. ANY USE OR REPRODUCTIONS WIT�40UT THE EXPRE55 WRITTEN PER1"t15510N OF THE ABOVE "'IENTIONED PARTIES IS STR'CTLY PROHIBITED. Q COP'+'R i ra"T 200 CL !�N,7: i vp i • . 1 Story residence 5 Id . C0wN6r t .tr t!A l -LE Ve Los-MIL - � .� :�, �--- �:-., .t_ � �e l.ale�► Lar. I �_._�_-. � Jeaio�MM M.. !moi►- 7 420 S. 3 RD. STREET JAC KSONN ILLF BEACH, FLORIDA 32250; TFL(904)M-7281 I�t�odtsltns(a��d.c�wn Sides elevations 12 CG F 0 : A.- r-.. rte.1 T"•�`Ls .- _. _——� .. .._ - t ` 13 TV � _T -- 11 k I ILA _ �; - - - j A+E E E SE G .-- a I Ir t ►�. '', ,t.t { <,. ` � ,� , j� t. T _ SCAL AS NOTED �._ r, yy � E. tw....l L It C.d4CWR IN4A DESIGN: !.,,1►► 0 DATE. Ja -ca<n 7 ■• Sideevt ori northf roe NO; ax�-r -0� Side atio n0 DRWG. FILE: 24;71 11 1 /4 1 /4 MEET: A4 5uEET of 5HEET6 LN 21`7 L. Srr # DATE DE5CRIPTION 2'z8' SYP No.2 SIMPSON A35 HURRICANE RIDGE BEAM CUP. SEE UPLIFT EXAMPLE OF UNSUPPORTED (UNBLOCKED) CONNECTOR SCHEDULE BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS 2'x6' SYP No.2 OVERFRAMING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D RAFTERS O 24' O.C., SEE ROOF FRAMING PLAN. 'N'5 DOCUI EN* 15 AN !N5TRLA"'ENT OF SERVICE- . .. . AtiD '5 --+E PR0x'ERT� OF • x SYP No.2 COLLAR TIES w/ GYPSUM BOARD 2x6 ------ , • • 2x6 S NAILS EACH END, PLYWOOD, OR : AZO DESI�sNS 'NC. AN` ` SEE ROOF FRAMING PLAN W - OQ RE-4E EX JC 55 OSB SHEATHING TT PE \ w NOTE: COLLAR TIE TO BE LOCATED • • • • iU �►+Ol ' T+-+E CXPRE = NO HIGHER THANE T THE TOTAL EN R^'!155'O!v " HEIGHT OF THE RAFTER NAIL SPACING AT OF RT' Afs BOVE t'^ENTIONEC RAFTER c\I SUPPORTED EDGES, PARTES E STR cT�Y BEARING p RFRAMIN RAFTER 4"o.c. EXAMPLE OF � G E PANEL EDGE w/ PROS-+'B 'E^. Qc CC�""R'Gs+-aT 2� BLOCKING WHERE REQUIRED OVERFRAWE w i 2':E' SYP No.2 RAFTERS O 24' OC. COX PLYWOODew W/, 2x6 SYP No.2 COLLAR TIES W/ 8pcs-12d COMMON �.. ROOF SHEATHINGNAILS EACH END O 24' OC, Mr. Naaman Harrell STUDS, ROOF TRUSSES, 1 ROW 10d2'x8' SYP No.2 LEDGER, R�5T EtzS Atlantic Beach COMMON NAILSFASTEN LEDGER TO ROOF O 3' OCTHRU PLYWOOD DECK W/ Florida. 32233 2—/12x33/.' ROOF GRIP SCREWS W/ 1' DIA. WASHERS AT EACH EXISTING TRUSS NAILING TO INTERMEDIATE / NTERSECTION SUPPORT IS 10'•OC MAX, UON / SIMPSON H2.5 8-8d COMMON NAILS FROM RAFTER TO LEDGER LNailing Patterns for Roofs and Walls EDGER DETAIL AT OVERFRAMING RAFTER n t OEGT: SECTION AT DORMER ROOF FRAMING 1 StoryResidence SECTION -- -� SCALE: NTS tib =' ''I= RS ( ( LE LSM.1. '�.AN• _ F I i � i�l3d1 � LMw Dr. ' J�Clc+.p'Nili+ hl.. d2�i I .F4uxm 104-sro-row F w o 420 S. 3 RD. STREET OL JACKSONVILLE FLORIDA 32250! TE1.(9041"2.7281 IatodcsiXn%(&ao1.com IEC ^iT`^iT r- I Roof Plan Nailing patterns Section at dormer i t f �iNAL REv!SION I I REi_EA5E DATE i . — __.__. ___ ._. ___ ... __ _ —" ,�.- ,ar.E _ •' .�. ..� -- _ _ — __ -- -- — - —_,__. ,_ _ _ _ _ _ SCALE 45 NOTED ?A ZO r DE5jCsN: DATE: 4 -,--)-5 c,^ JOB NO: CW-7 --0'� Roof Plan 1 /4D;RUJG. FILE: _00 5NEET7 A-5 S-►EET >" OF G 5�4EE75 ilr7 L 1 � DACE D ESGR�PT.ON THIS DOGL,IMENT S AN INSTRUMENT OF SERVICE, AND 15 THE PROPERTY OF LAZO DESIGNS INC. ANY U5E OR REPRODUCTIONS OT�40UT THE EXPRE55 WRITTEN PERMI551ON OP T�4E ABOVE t"tENT ONED PARTES IS STRICTLY • PRON!BITED. ' Q COPYRIGz 4T 200 Ci_. ! EN : Mr. Naaman Harrell Atlantis Beach Florida. 32233 1 Story Residence L yrs Fiberglass shingles T 30 #rt roofing felt x � \ 1/2 C.D.X. plywood I \ rA, t` . = �� 'N E E L E Fiberglass shingles I edges and 10' o.c. field , r r- s �. r,r �•'� /'' Fj .1aN 1/. r 30 #t roofing felt V .! .�...rr....�.�.� 1/2' C.D.X. plywood \ 30#.wfing tett / OwlLakin► Dr. �cou ui ra, �oaac� iii. _ 4 / �'i.�.X. FIty1IYO0d w1 � r7.. .iis+s 8-d C.W.N. @ 4' o.c. ��� s. ` , fasWn w/ .194•DIS-lt94 edges and 10' o.c. field I - - 8 C.W.N. CD 4"o.c. ti j . : T, ! edges and 10' q.c.tleld — ` -. r - E➢ A.✓,f - -- - - T \\\\~�\ _ �Ri2iG�►-��- .:'., rtii I•^. _ �._u I zp - 5 1 GN S ( t i , ' ► } ` -"'� \, � -- ,$. ,� 4_ i } I 420 S. . RD. STREET CKn r } r � J S L .. N , r BEACH '� 4�'�.., r- - _. _ i ►„ c�.-' .may: N � , �.. i FLORIDA 32250 _ y 4" G u T';,t _ Is►uxl ol.rnm tss P '(�:.5 .v �, �.sir. t%^ p.r•�r !' �aD.r. Lets gns(��. ,F jt�rHl 6P a 1 EBuilding sections Details _ i _ G 4 a.: � .. A� . {1 3 ; I 4"conc. slab on M W/ u wwf 6x6 w1.4x w1.4 over 6 m8. ---- scpp ` VOW b8rder on well compacted dean 1111. - tiA! REv 5ioN 4"conc. slab on fill w! } " gpH�,,, �a�o,�,• u - 4" c onc. slab on fill w/ ►, u u �r�fo P T MA 1;—: ,fir 1sy ci^ �{=� A� i � �- - - - ---- F wwf 6x6 w1.4x w1.4 over 6 mil. ' a 2 x� 10 7, R.r. '� wwf 6x6 w1.4x w1.4 over 6 mil. C " rb f G .. :` E or c vapor barrier on well compacted barrier on well compaced V. r.�� to/ Y `� clean fill. A 24 •c. dean fill. , i 1 s i 5C A' ��E. .46 NOTED Q — �4 7 T� �jc,c In �,. � .. 4 ' ------ - �.__—_____ �_ _... .�: .. ...____ ; __,>'':►-�t} G!t1 try �°, +K �.r�--- �p r'p.�;j �+,�/1 WA Wil. I � �,N , . 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