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424 w Dutton Island Rd (SFAT 2011) I !. 11-.1 1-1 �!�, - 1 7 � - - ; - � i I 11,�, 1i 11 I , 0 �, � -, I ,�"t � : 11 �� - � I I I �,P � � � 1 1�1 �::� 11 , � I i i ,i I I �[ I� I � , 1,1'. � I ( i � � f �� I �f: � �111, I I I I 1 �� I . 'i I I !!! I i i��' 1, ; I, I ,7i I � _l 1; I 'il � .. i� � ,i�, I ii � � ! iff I � ,� I I ; i � 1'qi� , : : "i. !I 1, � I l I"� � !I I �, :�;if � � i i I i I i � 1� " 'i � , I 11 : I I,f� � I I � � f , � I � I i I , I, ,; I � i i I i 4 i i i I ,1 1� ,I I :I 'I! ; , � 1� �� "� . I I i i I i � I � t I , I ii 1 , �! i� I � I , ,, ,; I�, ;I I ; I I I � ,, - ,I ; , ;, : i � 1�, �� k�I,i,:I, �!��[i : t �I , I I I I I I� � ,T� 'i � I ) I * if�i I I I .,; �" I : I :! ,I r I � I � ! ! ;I � ; ,� I I j� i. . � I � i � 10 �' I!� i; F I i I I I f.il � I I � i ; :I��, , 11 I -1,�`,' � i : . i I! 11, :I 1, I I I i , � ` � 1, i , I � I I I I,�� ! � ��!i i�1' A,_ I � i ! r " � ? ,; , i! ,� - i I 1 , , i 1 4 1�� i� I � I I i I if I�I : ��J� I I 1, I :1 I -:�I,, , � I I I ;i . I � i I i 1,,I 1 i I I I ! iI � :: �� I 'i,i�,i I 11 P, I �',�1 � . I , : 1 1 i � I :i, � 1� . i I i I ; � l if I ;�i! If - I I GENERAL NOTIES'. SPECIFICATIONS: (ountinued) CODES & DESIGN STANDARDS: DESIGN LOADS: . ! I I I �,� i � � � 11, fls��1, ,I I � ; : I e I I i I , I I 11 r��! i ,,,, iI, 1, i I 5 i i I I J: , I �: OTHER FRAA41NG P I I ,I I 11;J Wl��' : gs,idetails,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each mak-rial and/or Florida Building Code 2007(as applicable) il 1 " : i � � : ,ii i_ ! i I 1.All notes,drawinj ROOFS I �,, I I " i� l � h "I � � - � I �� i ,,� I ! J Florida Building Code-Residential 2007 LIVE LOAD 20#/sf � I I� , service contributor priii to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/ormaterialsiffilan only be I � I ,: !I l 1, I I I I � � �I I I I , �, 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be e SYP lumber w/maximum 19%moisture content. ,� - � " ; f I ��' furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depictedherein,aswell as a ASCE 7-05 DEAD LOAD/SHINGLES 7#/sf " I � .1 � �, � [�,I � i I I �, f, I 11 I 1 ,, - - : I ; NDS-05 i 11, , �,�,,.` I :i I,,:1�, �,� Iii, I thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. DEAD LOADfFELE 20#/sf I I � , I_ , If ,`l t,i ill�11, "' -Level/Weyerhaeuser brand Microllarn LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in , � � if 11 2.All engineered wood beams shall be Trus Joist/I TPI 1-02,BCSI-06 � t i� . 11 � ,i I I DURATION FACTOR 1.25 � ,,�' �I �', � ,� ., � -1 I accordance with the manufacturef s specifications,instmictions and directions. � 1 $ 1 � I t, � , I . � �; I �] 2. These engineering documents Ve ACI 318-05 FLOORS � �� :� 1 4l,� prep at I s re st to sure structure ep cte � I �1� I �, IIJ �� I I I , � I , i �I � i I I . . . I , I i � 1i . .�, , �i � f �� and 1610 of the Florid*Building Code,and/or tionsR301.1 (excl ing"flood"design,unless specifically noted within the docum ,R301.1.3 and 301.2.'1.4 � WFCM-01 LIVE LOAD 40#/sf I ,� 1 3.All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL III. Or r ;�. I�, ,� � ": am P 1. i mem as 1 or 1! ,: i � j, I � 4 ' 'I along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The enginei scope of work is limited to only providing the nec.qIssary analysis, DEAD LOAD 12#/sf � 1� I. If!! !: � N 1 . may not - or pi to to � i I I equivalent,except as noted. Vertical past or columns specified on the framing plans and/or details as engin i g Z: i cations commonly required to depict the construction necessary to conform to or with the structural loading requirements as outoined in the I i I drawings,details and specif, . DURATION FACTOR 1.00 11 ! �:1 I � i, Z the specified dimensions;they must be sialid,one-piece members. Post or columns specified within these co tion documents as ional/solid-sawn members- i., aforementioned sectiii of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additiolhally the DESIGN MTERIA: CEILINGS/ATTICS ! �, � f 3,� I i : I ! !,� I specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products des' (except EWP i.e. 4x4,4x6f,6x6,etc. -may be replaced by a similar-sized(e.g. a 5.25"x 5.25"EWP in lieu of a ii Syp)eipgme w post wi � :,� , , engineer's scope of wo* 91k LIVE LOAD/NO STORAGE 10#lsf(non-concurrent) I ,�� $ 1 1, 2 i I : � 11 : ; documentation required by the engineer. � i I I �� I c And, BUILDING TYPE ENCLOSED : !, I I I specified herein),etc.)As well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainagrei et . I I � �� , �, �J I . LIVE LOAD w/STORAGE 20#/sf " �, i -work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and lite sa";moisture BASIC WIND SPEED 120 mph(3 sec.gust) DEAD LOAD 5#/Sf i I I 0 i I the engineces scope of 1 4 � I �� : : � ,, i �,! ,� *#hin these engineered documents shall be as specified by I � . 11 .1, . I . ; �� I i!��.::, - resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further wahTants that the 4.All nailing shall be with"common"lutils,except as otherwise noted. All nailing not otherwise specified EXPSOUIRE CATEGORY C WIND i �� i I � � protection,infiltration#nd/or wl � �, I I i I ! 11 I A Ir":�: 11 � : :� � . the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified andl glue or other adhesives shall not be used in place ofnails � I; I in these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the cottle and makes BUILDING CATEGORY 11 LOADING SEE DESIGN CRITERIA i I'll : J . �; "', i, � ; " structure depicted with ! �'i " � !� � y i If :: I i , , � I I I c i Id I i , � i!� , � I I relative to these documents with regard to their fitness for any purpose. Any data included within these document.%, t or screws. IWORTANCEFACTOR 1.00 i � f I I I'll �� I no other claims,warra#fies Or guarantees thal address DURATION FACTOR 1.60 ,, I : i j. � � � � ; I I � I, � I "I ,�I , � I i I 1, I i , I ��,�,i I I ! �I I elements beyond the spwcific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shalk be INTERNAL PRESSURE Coef +0.181-0.18 SIESMIC N/A i i � I I I I I with the manufacturer's specifications,instluctions and � : I I � � I 1 ; I � :: , , � �, ; priate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or ii -sev as � T I I �,I 111 , responsibility of the appm _-Vwl i 5.All engineered components,incIudin8 roof trusses,floor trusses,I-joistii etc.,shall be installed in accordance I � I fl�: 1, � a � I I I ': ! . . ill " ii 11�i il I I I �: � ,� , ate for the infejuded purpose. directions. J [ � : I I I J � appropri i I !! � k;I 11;i � I .11� . I �,i � " I !, I � I ! i � 4 i 11 : 1 � . � I : I t "I � ,� �� 1 : ,I � 11 I � r : 6.All sheathing shall be either APA-orTECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT ri�pquired except when specifically identified as such). 4 , I :: �" I r. �� !, a%. ts . i I : I N� ; 1 3. The structure deplct,cd within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding orthe iiated effec � I ,�I i r� � �i ; I . 'I All I edges of wall sheathing shall be solidly I I "I ,I I �J � ,s�"thi pane � �, I r, : f,I 11 : thereof. It is the respoosibility of others-i.e.owner,architect contractor,site developer and/or building official,individually and collectively-to establish tihe minimum Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or de , I �� ... I ,I I . I , ii :: � i ,; � � �! i I blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof A tbi % ck when supports are spaced at greater than 16"o/c. 1, � : i i ��i i�, I appropriate building ekcvation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an el lessthan i; 1i� � : I �IeVafitiOn ,� I ��:� �� I � FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community i Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less thai�P/32"thick when supporting tile roofs. Use of"ply clips" , k 1. ", :5 I the minimum presci DY engmeenng;and approved sthetics oof and wall I : i I I ij� I 1 11� I . � �� I � g� I or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel t#nckness,for improved ae - R � 11 I -k by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identifiedl as a floodzone I 1� 1l,41 . a documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16"thick. Floor sheathing shall not biJ less than 23/32"thick,with all panis supported(tongue&grove orblocked). Some ! I "V'unless these engi.InSerM_ � � �f � ` design loads require thicker panels;see Eheathing specifications for specific minimum panel thicknesses,requMa span ratings and fastening inf0mlatiOn- I I - � . . ; �� i I� I I 1111111 I J 11 4. The design(s)depicWd within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(riefcrenced � - ,Illk� herein)as interpreted gpd enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within,the design(s) -an applied-stione veneer finish,the AP nds the use of either 15/32"thick,32/16 span-rated I'll : L-1 7.At exterior walls clad with a stucco or A(www'apawood.org)reco ' , - I/ or documents,nor of 8*Y inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion ofthese abgineering sheathing(Exposure 1,PSI/PS2) or 7/16"thick,24/16 span-rated Structural I rated sheathing when the she .is installed w-itli a vertical orientation(long axis - ,. parallel to the studs)on the wall(see Tec4cal Bulletin TB-202 for additional 05-miation). The discretion&.enforce the aforementioned recommendation is at the sole . i include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without addigond f to 11 I 11�� 11 I 4 docurnents be found to. ec discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned iketc(mmendation unless you have FIRST verified the � I , � the client-unless the i or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to,the engineer I �i 2 , 11 � � , , !!! i I I ; I �1�3 suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Fa&ure to do so may result in the need to significantly enhance I� I ,� s provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,collection or upi to the I i 11 � I � ; 'I for the additional servi&e ;.. I I , the construction of the exterior walls. I I I 1, I!! . i I F ; � I engineering documents;or addendum thereto. � �� .... I if I I ,� i 'i i . : il� 1, 11 �� I 11 �i . 11 �, � 1 ! � ; I , � I �,! I . I - 'r � i � I " '! ,! I , I , 'I I j; ,., : �, , ; . ! 1, I i ll � 1 5. These engineering d9culnent 1� I I I . i ,� I � ii s may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may nok be used to 8.Metal connectors shall be Simpson brimd hardware,as specified herein,and shall be installed in accordance with the manufacturees specifications,instructions and NASSAU Co. i I 0 i "'i eet Or exc I y i , I i I i f f :i I I: � !1 execute(a)subsequent structurei or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. directions, Alternates to the specified Simpson connectors may be used,provided that the alternate connectors m I �11 � i i 4 I I , � ,1 1 P � specified and have appropriate product approval and installation instructions and directions. I � i! " I I ,, �� : ;l I 1:1 ! :, I : 1 J I I. I dpts for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herii i ! 1, I � �� I I ,�] 1 1 6.Use of these docurn �_ I I I �I � ��, i I I �, , 111 I tf � I I i I .� " I !� 1 � ; � �. � " I I 11 I� I I I � . J 7. Verify structure oneptation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconthictispresent. FOUNDATIONS,CONCRETE&MASONRY ,I , � i , i A 1 I , i � .i k I I I � �,i f .I I �i I , � ii I I I �r, I I ie I� i ! : i ,if ! � ifl 'fl @ I . ; 1 : fl, I , i I I i "I � � I iii � 'I, I t I 1�,!J , if 1 ill I I 1. The foundation design(s)depicted wit3in these engineering documents has been completed in accordance 100th recognized standards,recommended soil design * I � , , � 1 F 8.Any discrepancies b6tween these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall be report4 to the �f I I I I I I i I 11�! ;I 11�1 engineering design procedures and is based upon the best information available at thF time of their preparation. The de,sign(s)depicted herein MPM , � I .I �: .1 I, LL �� engineer before the coomencement of construction and no oonstruction shall proceed until the discrepancies are resolved. Should discrepancies be discoverW during parameters and accepted I ,i; . i , Ic �� k - , � � A 1:1 ve soils and/or settling of subsurface soils. It must be recognized dud the ,� , I , It 1 �11 � , istare intended to nummize differential movement resulting from the he f .1 i , f�, :� ,j , J�� I construction,construeWn should cease until such time as the discrepancies have been resolved. 0 - ; --.11i . I 1`11i � 1�i i �, �, I IJ� I I foundation components will experience movement throughout the useable lire of tl�c structure. Subsequent oWmers and/or occupants of the structure shall be apprised of I \_/0 " ,1 I "I I,,,� III,l'' ,iffi I . 1b) I " . i ,,,; j-- I s have been prepared consistent with the architectural drawings and details provided by others-that include dimensions, the soil conditions present and be advised to maintain good practice in the future with respect to surface and obsurface drainage,maintenance,the constructionof 0 4r 11f]% , t I I � 11�,,�',JTII%�',IM� 9. These engineering d9cument OPeRfing locations /// :1� mom �� ,]� f �, ifll partitions above floor slabs,finish workon or above the floor slab and the locating or constructing of secondaff elements near the structure that could affect firtare t'i 11 and other specific infognation-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of thereplicali information performance. . I 0 0 1-295 %---= I a [i r,I :1 diii I �i I the use thereof. // IPAIMAAIQMQ�� Mcg.rrmy-r�,Im. i , !� 1 , I Iii UU ;1 I i !� I V 11 or for claims arising fr&M / / - - P i - ��l' , �!�1, � i ii "I . '. /// / - - 11 I ri F i i I 1 1 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a latively flat,well drained building site featuring ta� ///�/ , *9 % I T I 11 I 10.Unless specifically tdepicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elemcnts.�or systems , ," �1 �� I ,fi t 1� " � -rest pressure)of 60#lsf per foot of depth Al / 0 0 _N T �, �, , I'll I il ��k ii I 'i � //* I " ,1 , I I i ��!�1�I 1 and could affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a desigri ateral load(at // I- ; � that may be intended K others f, i i with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementionica Parameters,construction shall cease muriediately and - /// �-//,� 0- I 11�J I � �, I � � 0 0 �; " ,7 I 1�I I J , � ii; I 1. These engineering igiocuments should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provideq herein. Wall engineer p / / � , ,I� � f I /� �� I 1; /T l� I I T � !" � , , 1� // / I, , J, 3,,,, I � 1. � - - � 1 , 5 I ftaming shall not be as:01111eid based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the aIrchitectural . / 0 0 i 'Jl� � t � 1� 7% � ,�� :1 � ,� I'i i�� provotle sufficient strength and have been anchored to the floor 4� I I F � 11 1, i 3.Backfill should not be placed Idjaceril to the foundation walls until the walls have cured adequately to /// 0 - I 11 ,; 'I V : li� drawings. � -3MMM it$ �. �', , i I '// - i I � I 1 1 system above or otherwise properly braci or shored to prevent damage to the wall. /* , "if � ,�ji�j 11 1� �� 1 ! J� I I ///,/ . i ifl I i�l I 1, i�, Ill; 1 i 12. These engineering 4ocuments include specific information of a structural nature-i.e,the size,grade,species,quantity,strength,etc. of headers,beams,%lumns,posts / I ., �� kil Air I � I �� 11 � I I 1 �, 11� !�I I I Ing th , 4.Refer to the Geotechnical Engincer's report for all soil and/or site preparation requirements necessary to acloeve the required minimum 2,000#/sf soil bearing I /,,/ Z� N - ,I I studs,joists,rafters,sh�athi ,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shoWn on e / I/ / ip - -_ � I il ` i , Official / - // / � / / A nk� , � : 10 Ndi",11 gs. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded 0*enhanced, / I !� I ,'Ili I, associated architectural drawin capacity. In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfactil9n 01-the Building - /�/ , //11. - i ii,- I 1 - � . 11111", _ ,!4 within reason,at the dii0aetion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. /�11 / / . -A- __ i ."i 5,All foundation pads depicted within these engineering documents shall be formed to the dimensions as indilitcated and substantially centered beneath the associated / /I - - I, " i I 1, , �I Z / I I q I 1; I I 1 ,� I �� i ,:I � I: i�I� !t column or wall,unless indicated otherwise. . -- / / D 4 � I A I ; � � , Alocuments include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood lbefore using 0 I 11 13. These engineering / il i � i � I � y �, I � D I - , f t 11 1�i I � T , -docujments f / I / I= 31� � � ! I i , I the documents for any P111POse. If(a)pagei of the engineering documents istare missing,illegible or otherwise unusable,obtain complete and legible be ore � I � i I 11 . � CY �� nk� Nk� j, I I � I � 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performaril0i While the location of those steps,jogs and elevation 1911 �,� i � I i /// // i� i I I i ,� ,�, � proceeding with intendlFa use. � :, I ; I � . . I // D 0 - - - - . �� [1, i I i ; changes indicated or otherwise known to the engineer have been depicted within these engineering documeni it is understood that some of these itemsmay change / / 0 1 - - I " I � ! , :� 1, ; � //�,- / ,//// . 0 1 I'l r I � . . � / I NODN ,� � 1 ; i� 1: i during actual construction. The design(s)depicted herein can only address the proper foundation confIguratioln as specifically depicted herein and could require sop- - I I i I I f 1 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the iturikorities having C5 // . . C_\0 . � I I 1: I / I/ /// I / / , / ! � I I I I 11 E I : additional analysis and effort should field revisions ment. U / U � � - � - i ( i I . I // / / I j : L I !� : *sdiction over the cowstruction ancVor occupancy depicted herein. All contractors-including materials andiiii labor contributors-are responsible forthe rneans and ///// 1 7 ,� i i � : I 1:! � i Jun MR ///� I / I // / / 0 Vol -91! ` , i ! 11 I, 1 I i I I " I methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,icodes and I � / . 0 0 0 di �� i I I 1 7.Extreme care should be used throughcut the construction proem to prevent the movement of retammig anakor foundation walls until the completion ofthe structural / / , // / I e, �1 i 1� I'l I ;! 1, standards. Under no cificurnstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)tbicy have been 0 0 d ,� , ! _ I / I I � 1 !�, i i :� I I tem It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depictietil within these engineering documents to adequately shore / / / // � U E - " I I . D ! I I I �� i� : approved,and c)(an)aWPlOPriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheirridesignei I I- 0 (-) I Q �1: I � i k I : I /�//// - I i itfie walls throughout the construction prucess to maintain the integrity of the design(s). �� U//,/ / // -- - W) I 3 i all constroction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ii responsible-forthe ,/// . � I ; ill I , Furthermore, -, I ,,, i � f r� - � �; � � f LAY Cfo. _ - I � ,l�� , issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statenim of if C -1 � I I � � I QQ RRH � I "', J � I for the structure depicted within ill=engineering documents,nor shall the structure be occupied or otherwise used for any 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location,ao well as for an additional five fee ormore beyond the 1-29 dV_L*=LW ii , completion)shall be iswed purft,00m,until such ,P!R�l C.., i IN ;� I perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undi*urbed soils compacted to a density ofni lessdm 95% A-�IPFNI§kplll 14 �; , � hority(id§)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and ii�_�liancc with all P"ift-U- I i .if:, � tune as the aut I , �I ,-, � , i_ i V . A"owncimim Ck _ V � , I I i, 1 i I - . of Modified Proctor Maxinium Dry Dennity (ASTM D 1 557)for a depth of not less than two feet(24 inches)Wlow the bottom of the footing or-slab;Or,upon clean I . , ,� ! �� r �I�i:i;" , , i I I I I :,I ; I applicable laws,rules,&Odes,etc.,and consistent with the dr8wings3,4j!4�rcfcrcnces and specific ,,,,, mildt"ilbi doefimeni - � " � ie 11 . � - GW-,GP-,SW-,and/or SP-class fills wilh any organic materials removed. Fill,as required,shall be placed attop non-organic,undisturbed sods(*ft the compaction � I "i � � ; �� I :1 1 - I I ;j I'll � I ,! �, I � '' �I i ,� i � 'Ili - - � � �_ ,, ,� 1 thereof verified as previously referenced)and added in one foot(I 2 inch)lifts and each lift shall be compaci to a density of not less than 950/6 of Modified Proctor � ,I I �I I i i � �f, 1 15.It is the sole responigbility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine like proper . � I � 11 : I I "I i , I I � �� ; . Maximum Dry Density (ASTM D1557). These miinum specifications maybe exceeded or superseded by eitibler a geotechnical engineering report specific to the I I I i I . � I � erection procedures and 11 ,�, i� I I�� sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure*16 soundness 1.Joifts I ; el� 5 �i : I � I I � I � '10. � � � �� I ,I � � i :� . � of the structure and its oub-elements,and/or components throughout the construction.process. Furthermore,it is the sole responsibility of the contractor(s)and labor building site or at the direction of the Building Official,as deemed necessary to achieve the minimuln requiretO(2,000#/sf)soil bearing capacity,but in no case shall the CIO. i I , 1 1 i i I I � i � f:,,, � I I F!,I � i� I I, I �: � site be prepared to a lesser degree than that which is outlined herein. I I I� I i I I I f.l. 1 I q � I � ,4 : ors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process-%lhntil such time I I ;I 1 i I '11, �� "I i I � contribut I I I . ) , I � I I I I I; :il i � I � I � I i _ i� �11 I , I I � T � i I I 1�1 I � I , ! 1, : , i i� �i as all of the structural oJements and components depicted within these documents are properly installed,inspected and approved. Brac ng shown dvoughout tithese i I . , I I I I , . 'I . 1 9.All concrete slabs on grade shall be ri less than the thickness indicated on the drawings(no less than 4"notilininal thickness in any instance)and be placed atW I I ;i ; 11 i; , : 1 anent bracing and should not bee confused with or substituted or the tone temporary Mg. : I I i � I";; I p � I engineering documci Is Perm , PROJECT LOCATION MAP I .1 I " I I f � (minimum)10mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards,. Slabs shall be reinforced with either6x6 WIAxI.4 I ;11 ii J � � ; I I I, 1 i ; I ,I f,,, � 1, �:1 WWM,lapped not less than 8" at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcerrieffit �, I shall be used with minimum 2"fiber length at a rate of I 1 � I � I I nstalled ibuilding materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floi or roof(s)of the structure depireted within I I i 16. Yet-to-be-i I t i ��! I I I I i ! � I� I I I !� i shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable]live loads of lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 I I I : I I I I; i � �! I these engineering docu9nents I i 1, I I : I i 14 ! 1, ,1 1 � , 1! � the floor or roof,Unli indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. � I I i I if I � � 41, �!! � I I I � �� 1 ,I� ,,, L i I �,� 1, � �l I � 'j,� i, I ii;ll �� I I I I I ,I �, i � I � l� "! � � I 10.Minimum compressive strength of all.concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days;. COMPONENT & CLADDING PRESSIIK� in plf-_ JH1� I � J �1 I 1, I lj Jil vim 12D/C ROOFS(all values negative-i.e."Upl,4m WALLS(ind.Windows&Doors) � I p MCH <6(12 I ' ;". I ;t_ ��, 1�� [Ili provided by the manufmicturier,or as otherwise indicated by the code or associated product approval document. I 1. Where indicated,cores or cells of bIcck masonry (CMU)shall be filled with coarse grout or pea gravel corperete with a minimum compressive strength,ofnot less - _J_ j. �i 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions ashid instructions - I,i I I ,� �44i., " i � I I , than 3,000psi at 28 days. MrL Rf Ht <20' ZONE-3- ZONE"2" ZO111E.l. OVERHA'G OVERHANG INTERIOR I I 1 0`0 i ,,,,::1- _ END ZONES ZONES .I ,�� I �'.. , . . _____N I '5 F I ,�, � , """,''," CORNERS END/EDGE INTERIOR CORNE[k INTERIOR 11� I - ' ' 18. These engmeering Jocurnents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with tie associated NEGATIVE Posrnw NEGAnw I POSITIVE I 9�,:�1. -I 11 I - 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete covetrifor all reinforcing shall be as follows: ; I iii standards and design xrothodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and mothodologies are <10 -73.48 -U.04 -25.43 -104.5(�_ . . . . . . � 1pvol. a)Concrete cast against earth: 3" I'� ;�11'11 - , � Ii -24.59 -94.67 1 , 1 �f , , i , 1; I - -62.17 31.93 -34.76 31.93 I 1, IF N I",� i i li , . routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting aind 20 -6839 -43.80 -4192 4 I xlr I b)Formed concrete exposed to earth or weather: I V2" 50 - I � 14, ; il 1 1 1 i ��:� i enforcement agency(a0d subsequently used for construction)in a prompt manner Should permitting and/or actual construction be delayed beyond the applto,able effective 3 -62,17 37.59 2%67 -32.50 29.67 �I 1 -61.04 -37.87 -23.46 -80.54 . ;; I 1 i i; � if 1, ,�� : I I li;� I I � fi � � 1; l: 1 I I 1 l! I '111 c)Interior slabs,walls,etc.: /4" i i i 1 11 1�� !1: I 1: I i I I date of the edition of tW code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall ber4eturned to the I ->I00 1 -56.52 � -33.91 , -2UJ -70�� _6j.17 1 -34.76 2&26 -31. I T 1 ''I i �il I I � 09 11 f, J . I I I i, , I I, ! I � I I - I - : I i k �! I , i ; I� : �,I engineer,who may subwquently be contracted to update or re-engmeer the structure(as deemed applicable)to the current edition of the appropriate code,Awndards and/or I I I I I i i � �I : I ; : �I, J � ,!, : I 1 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans ai0d/Or details as grade 60(1360). All longitudinal I I � I ;I : i :I �! .. J If 1:� methodologies. In no i shall these documents be used for permitting or construction more than one(1)year after their date of original issue. i: I 11 i I 11 I , I i ; �1 !::: I I 1 �!, I el 'I i (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or nqatching comer bars shall be used. All longitudinal 1, , � I � I � i � 1� � I ! LEGEND i i 5 �i I � ill � � I F i 11 �� L i I I 11 ,I (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 an&smaller reinforcing)and all vertical reinforcing sMI be . ! 7 i I 'I �f 1 19.Engineering docurnients such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As;such,extreme � I I ! 11, I [i I I I I I I� 11 �� ! I 1i ; I f " ! I i 11 I I- I : I �, I� � I, 1 1 � lapped at splices a minimum of 25". 1 A i� I : I i "I � , rro nit ts. � I � I ! I i ; I I I -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for e rs,omissions and/or co ic i p � I � , ''Il � care and code R1 , 11 I i � ( )2xIV-2 / i I �, ; : 11 I I 1; 11 i i� HEADERABEAM CALL-OUT i 1 if I � If 3 , I i: , � � � I However,the very natti of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherenk inability ofthe I III 1� I I � � I I .� "I or oversight during the"paper"phase,opportunities do exist for the design to require add*mal effort 14.ALL concrete operations-including but not limited to mix design,mixing,tranVorting,reinforcing detailijug and placin&placing,curing and testing-shall be done � I i!f "P I � �l! i� � I engineer to foresee evely potential conflict,ambiguity,maccuracy L I - , - i Q ,� i �f; � I i I in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." Kt'MR OF <Nii:)s EACH sir.>E OF opEwwa i I i� ; i 1z � 1: I �i;. 1'1.'� I � ed. This,combined with the relatively low f6c(relative to the cost of the structure)associated with providing the enginecrii services as r I f'f I I I : once construction has Wmenic NUMBER OF JACK-4TUDS EACH SIDE OF OPENIWa � "I" 1 , : 1, 'i" I I l 11 � � . I ,I, I I � - I ,I : ", : � I I L I - � � i : �!� I , � I 1, depicted herein,causi the engineer to be unable to accept"back-charges,"for'errors or omissions contained witliin the design(s)depicted herein. SIZE OF HEADERNIATERIAL (&2 Syp UN.O.) I � ; i ,� �I �:1 I I �, : � 1 4 i � I �`i �"'i 1!� , I i I � 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. � I ; I I � : �� 11 :: � NUM5ER OF PLIES IN HEADER � i � i �1 � � I I "I'm : f ; : : I ll i , I I . :i! i �� r ,I i I . 1: I �l,� ;��!', ,i�, � 1. I �� cling&1ocuments and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property i the engineer. � � ; � 20. These engine : c I 11 ; I I � , ! i � i, r , 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,ckade N-1,normal weight,with a minimum compressive I I I !, i i I I I i, � . iA if i i� I 20 OTHERWISE �, i i � r �, i��` I I For cause,upon notice,the documents shall be returned to the engmeer in thew entirety. Reproductions of the documents,the designi ideas and/or elemenii contained ALL EXTERIOR HEADERS UNLIE455 NOTE % � , � "I "," �"i I i � 1 � �� i ,wifthout the expressed written consent of the engineer strength of 2,000psi(fm= 1,500psi). 11 � � I I I I ; � � ,,, �';%I I I j 1 l, ! � ," i, : � .1,� � I � 1 ,, � , I I � 4 1 ! , 1, � I � I herein are prohibited r, I .� ,: I, �, .1 if, ��, l � . �, 11 �l i i I ::!',I � ; i i If � � .1 � ;ii4 17.Mortar shall conform to ASTM Ii and be Type S. i I ki I ;� 1- . , � i I i 1 2 1.These engineering Jocuments have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer]has used I I �i !I i � i i Stik_ - SHEAR-UJALL SE&'1ENT - REI R TO%MEET STI FOR ADDITION INFORMATION ,I ,11`�1111 I , i! I AJ I � I I I I I i M - I ( !I :: I ,if I I ! I 'if� ' resources reasonably awailable to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure forthe spei site or I -, I 1 il", � : i: �, I it . I & I 1, '� o�l , I; I I i i- -476,with a minimum compressive strength of 3,000psi Ept 28 days and mixed to provide a slump of between 8" ,� i� ii� , ; i I I �� i I I , I I � I 4 18. Grout,when specified,shall conform to ASTM C t� I I � ! 1 iIoon depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind spIced ps I 1: i I �i I � 1 1�� :1 I i I ) , l I � I 1 - I I ; , I I r i 'I location of the construe ma I 1i 1� j f. I "i I ,11 i, I and I 1". � i � I I I I I I �� i , I I If I ,I � I 1 !I I I I � I f I published by the local oontrolling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official sh&M verify the I ;, i i i� ��[ � I I :�, ,; i I ! � : r I � I �� ; iz 7 1 � wind speed,exposure akud other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing constructu?)n from them. I I J� ; I , I I ,� , I l� � I � I 1 I 11", � � 1 i �]�f � 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMtU walls,unless specified diftrently on the drawings. : I � ,� 1L i�: 'XI i , I I i I , I �i - :� :ii i � I I " "R60" IN PLACE or- A QUANTITY OF KINi>8 IN A HEADER OR 15EAM CLALL-OUT , � I I ,� I i i i i �111 The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information pirovided to him i I � Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. ,1, ; i :� , 11 i 47 11 I ; 1 � I , ,I I 1,111�i , I ii I by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. INDICATES THE SPECFIED HEADER OR 15EAM 16 RAISED A15OVE THE P. LINE � I i 11, l; �il r 1;I�,� I I , i I , ,�� I � i 1� � "I 1 i � � I�it 1; : I �! �i ij ; I �I� 1� 11 ii t�l I I I J , 1 �4 20.Provide horizontal joint reinforcing ii CMIJ walls at 16"o/c vertically conforming to ASTM A82 and ASTW A167 Type 304. ICATES DIRECTIONAL ORIENTAIrION Or- SPECIFIED pRAMW . i� ,i, �1 ii I � I'� , i ii: i "I ( ) NO _1 tlEt-IMR 1L � �� i, I !'ri 1, 1; �!, H, , " .Ill i i �,: I ,1 I ,11 "1�� ,,� � I .� 'I, �], , , ,� � 1 � i! , I�i�, ii� 4 1 1 11'r,"11, * ,�I 1 41-1 I- a.,� � , A," ll '. I , i� 1,I . SPECIFICATIONS: ,pf��','FM1�,,,"�,-,, I ii . _1: ; ,,'zi,vI14 , , 11 I-1, __Lir ","r it - r , , ,-, �' .. I— � , ''�,�, ,_ � � "! , . � ,, � � . � , ''�;',,j p , - - - - � , L I PV, f - 11-`I'_-1 I .. 0- " " �_''� I , � � 1� 1 il�1, F - - 11 I ; , STEEL I J�:�."'�f'�"�_'"Ni�,'7�,' ��,i�`�` ,,1,�i-1,� 1�,.� �111 j_l ,.,I r, � _� _ - I .,��- . ��f�� j_';1,2'�,- ",�' , - I � , � I I 1. 1�i I ,,i"�11,,,� ��.� I-, . ... �,I �� 1. `k�'� �L��. %I - , I � '11i WOOD FRAME WALLS I 1� , .� "'i'll"!, ;1 � % 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Desilgri,Fabrication and Erection I , � � - !,'I �� ; � :1i 0 IF �1 I � III I 11 . I r � A �� i .:, 11 ;!i Ill , I 1.Unless otherwise spekelfically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-frau*ed")when Buildings," 9th edition. FRAMING C-ONNECTOR SCHEDUL FRAMING-TO-FOUNDAT[ON / MASONRY 02j�JECTO 11�� ! 1 1 . I I i !;!� i I 1�, I I - , �1� . il 11 � i I I I :'I�i,;� fully-braced by an integsecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system" and!Ahouldnotbe I i I; � l I I ,�l : i I � f� i I�� 1 I I �� i; 1� 1I , :i �,, used to support platforlig framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continituous and 2. Structural steel shall be ASTM A36,eKcept as noted below: CLIf-,TIE PA670,111111111116 i HALO/801101115 TO NA111OUJAM/ Avuq 39" Kr LOCArk"IDCOWNO FOL11,110I i! i I I � � �",e or STRAP or NAIL& PRAMM I IS (8I 11111111111110 , e i I ! -1 OONWCTOR I I i ! I � I" uninterrupted between,points of lateral support. a)Pipe ASTM A53,Type E or S,grade B AM GIM MIN EMIiii MIN 9MOM M � I lii )) I I if k � i i : I I � ] � � � � ;, �:1 � . : I � I r: i I b)Tube ASTM A500 � (12)*d Amu-44,-" 5-1112, 11,42' 3 11 I i� p 1415 (W ad PER PC 5/8.# 11 I �� I I I i i , I i o� ! I I I !! �� I I I I I I i � I I I -or-sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoi or sole-plate material in contact with concrett��or masonry I-B` (4)ad Ii no 4.V4"W MIN 4 I 9 I I I : � I 1 I 2.All top-and shoe I , (W)"/EACH LTT205 D-14, ; � I I � ii, � 112-#(W I � ;1 � 1, I I � :i � ij� K I � 2-102*0"'C'S 2' 1 1 , I i �"� I ; I i � I I I � I i i fi shall be pressure preservative treated. 3. All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 1-10 W Wd X I in,FM 00 . - - - - � � i � I �: I I i �i I i�ll Shi MrAT � �� I � ; I I , , ; ii 'I, � (22)10d Ii -IIII Ii 3 A : i I': ! � � .� ,� f I 'rl ;i :: � 12 (14;Wd or Wd x I-W TOTAL I I � i I � I i -1 � I � 11 i 1 I I� . I I I i : , 1 . ,� I � 2x(22)1i DOUBLE MGT (2)III 11i %-V�* 31 , 1 1 � j � r I � li � " IW x I i I i I I , i , 3.All vertical wall frarroing(studs)-including"jacks" and"trimmers" -through 2x6 shall be#2,43 or Stud Grade SPF lumber,as indicated on the plan(s)aa,�Vor tabli 4.Hex nuts and couplers/coupfings used for bolts,anchor bolts and threaded rods shall be low carbon steel ari meet or exceed the capacity of the corresponding ASTM ii (20)Wd or(24) -V2*TCTAL . 1� I i :, i i i �� : .i 1 i 11 I � (*)I" SWaLE WTW Isjiii *-I*, 11-W . i f 1 1 ; i �, I i � ,11 � �� w/maximum 19%.moloure content-except as noted or specified otherwise on the framing plans and/or details All vertical wall framing(studs)largcrthaA�2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. LGT2 (*;I"itt"van TO T1111111.11i I I ; 11 I r � � I I � � i � I I I �i I : 1,i : i � ; :�:! i*d ONC3110 TO M 4 P-MT 11, 2x(0)Ii I I � I DOUBLE WTT* (2)III/Iii 5-1W 1-11W 4 . � � i i � � I I� ;1 9%moisture content unless otherwise noted or specified on the framing plans and/or details _ I � li I I I I � � : t I I SYP lumber w/maxiinti I � 11 I ! � i : � 1416,-Ii-*-2 (2)10d x I-Ii TO TRLIK(W)TO V_P"l 2x(10)*d TANDi WTT* (1)11i iii si & J i I ! I I I , � I � I � . : , i i I � ," 5.Hex nuts and couplerstcouplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449),Or similar-shall be heavy hex ASIM A563 grade DH. - � I � � � � I �� M8TAI2 ii 0:1TOTAL I i i �. � I i I " , I � ,I � ii I I If 5/8.0 2' , I I I � I : 11 � ii� ;1 E 1 4.All luquied 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, ex4qwpt walls that - (32)*d SWIli ii WM2 0-10, 9-W - ;: r I " i � i 1; I .il'�',[. 1`16TAW (14)Wd TOTAL 2x(32)ii GkIiii (2)Iii W. s-ii b i : f "I :I I fi lt , 1 2 1 11 I I I I ��f ,f I i r 11�� r24 are also not designated as a shear-wall.or portal frame wall may use SPF blocking. I - , I I I I if I I i� I � 1� are specified as SYP a - - MTA24 ii Wd Ti 11 �, I 1, i , I i W CORROSION&DECAY RESISTANCE: . (a)44 X JI0 SMILE PWD* 1/010 r r 3' i i �I ; I i,� I i !iii ; we 1� I I I� I % - il I !�,, . � I I I I I I" ii; , MaT31 (42)*d TOTAL � "I. . �f'; . I I �Ii_� 1; . I 2.(1111i X S'806 DOUBLE Pil"06 (2)UP# V 3-110i 3' i f, I ; � 1: I � il� :I ;:� , I I L", � I � i 5. In some instances,tlWse engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness;,ofthe wall as - i . I � 'N#x 3N W6 61IIIIII WDW I/&,# V 13-112* I I I , ! � i I I � ,; , � I Mli 646)Ii TOM. (20i 7 � i I � � ,! ,� 1.All structural members of wood or structural composite lurnber either exposed to weather or in direct contadtt with the ground or soil-i.e.deck/balcony 1� I � �; �� 1 If I ,� �; � I ,I I � spec I-IST&O MO)*d TOTAL 2x(20i x 3* I � I I i I I i� '. !,ill I ified either in the Aud tabi or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The I �,I �, �I !l i � ,, � I, � Ii � � - I We DOUBLE ADi (2)IW# 01I 13-10,21 4. � - i , � � I I I . ,, I I ill I thickness of the adjaci wall framing my be increased so as to conceal the thickness of the column within die wall;b)The adjacent wall may be turred-out ti a thickness boards/lumber,joists,posts,etc. -shall ba pressure preservative treated to a level rated for the specific applicatilion. Borate-based treated wood shall no be used as/for i i I i� �l � . -# i �� ; I � I I i � (30)ad or(26)10d TOrAL I 11 5. N , I i .i I ,I � , � (24)).'O#x 241 we I sw-ILE Ww"I p I I , I � t" "I similar to that of the cogunin so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain difterent thicknesi and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the maMufacturer/treater and approved as adequate forthe 4 � � i ill � ` I i I i i: � 11� : , � I �, i , � � 11 arti-6,-8 (12)I"x I-W* 1 (2)14 W 0. I � 1 � ! 1 1 : I ,� 4 1, � �Il �,� � :i I I V li l : olumn "wrapped"withi a finish material(i.e. gypsum etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe thri application. - 2x(24)Y41#x*am DOU15LE WWCX21 1 � �i I : I ! c I I I : � i I I WPA1,022 (n)I" � %1W Wd I I-OT2 I*. i I I 1�1 - i 11 I I 1: � , : i i: Otis;are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineened wood _ ,W413 IM 3II0410 1 11 It- 13 i ,, ,iA �I :, � ,: aforementioned opti LTP4 (12)ad x I-W TOTAL I �� ; 11 ;4 � , I I � i � , i � I : I � � i I 1V '! I r steel column may be used within the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservii treated to resist decay. � (16)Wd (2)N41# W .S . ,I� I i i 'if I : I - (EWP)or structural - I � I I I 4 : i I :� .I . I A35 L i - _____ (2)Od x 1-141 TOTAL I I � i i i :! � i I t - VRAMMI and VRIUMWA-TO-FOLNi __ . I � ! I I T I I ; I ,� ,l i I i i MTA20 (0)ift x Will' 1 I Z � I ! : 1, i ' 'I ; . I : 3.All fasteners(nails,screws,etc.less than Y2"in diameter)in contact with pressure preservative treated woodl shall be either hot-diPped galvanized(FIDG)or Stainless i J � : i . 1i I ri 4 �i , � .bili. . the WTAW M Wd X I-W* 1)USE I&PIPSM AT ACIIIIIii TE 711110-PA111IT EPDXY FOR ATWTOF*i C4%*0CTt"L I ]. I, - Ath 2)ALL DRIM611" 1,�! ! ! 'J: 41 , , I , I � � 4 1;e � 1, FIELD FRAMING steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shaill be rated by the manufacturer for compati ly V (1111101D DIAPIETM"BOMEW,EDW ffli AM MMM DISTANM , I ;,P i �! I application and/or corrosive material. The exterior use of any material treated with a pressure preservative tregwitment containing ammonia shall require the exclusive use LCsT2-P1A&OI,W (* I I " A , ;1, . )Wd SHICE"TO 7111111UM, 3)"DO.11i WOLD-0011i PWMM M"Al V SPACM OffrAMEN ATR AMMORS UKO I q I I I. , , I i. I .� f , I :i'�� 'I I �: � i (1;V410 x 2-1/41 MIN SCipli TO WALL 4)1305a OWTAIIII 011"1100100 TO BE MEA11111111111180 FROM 1W MOM=Ii OF TM � i`1!i �� : L �I I , I " (1)10d or Wd x I-IW To TNi POUIOATIOK OUPW OR CM 111141 I TO TI*$OF THE ATIR ANi � 1�!�L�� 1 ��, �I t": � I I I I 1.Limited elements or#reas of the desigri depicted within these engineering documents may include the label or reference"field frame"or similar. At thei confined nt ACZA shall require the exclusive use of SS connectors and "I I , of SS connectors and fasteners. The use of any material treated with the pressure preservative treatme MM* : I � , I I I r�� 'I 'I :� 1 (4)V410 x 2-1/4*Tri 6CFEM TO Ii I �5)MIK EDM DWANM DOM NOT APPLY AT NTERIOIR 01,111110 LOCAT!"CHLY TWE I i� ; I � �I, �1 I MINCOMU 16 MAGUIIIED Mi T+1E LOWM SLAB ELEVATIM 1� � 1 � I�I i, I ,I IiII I i� locations the engineer 14as determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications m4iy include fasteners. WT&%I* 6)ALL PAWS/MATORIALSITO BE*18TALASO IN ACC4NDA4=WITH KA1,11PACTIARA" � �� " I . (0)I"or Wd x 1-10*To TRM, I ��,� i 4, 11 �Ii`,�,i',�,,, , " *,�I A� ,"' " I I i I I and/or landings,0ant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical constructio*t and/or ?4)1/41#x 2-V4*MIN 6CPWM To ; V 'I� ri J i stairs 114TINXTION16 4 MOM :1 I 11 I 11" � " , � � I I I 1: �i D I , � -be engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to t s or 4. Stainless steel (SS)and zinc-plated/galvanized(i.e.Z-MAX HGD,etc.)connectors&fasteners shall 4*,-I",_*_2 (2)Wd x I Ifl"TO T1111i '11)A"ki SPISCIIII11W AM'COK14W*I=*UKO. 11 T q I 'i I J 1 1 ill 0 I t I� i i 1 1 i i I � I I � � I I � I I P,i; ,:, L�- accessories. As such,t trea c hi - I i I i 1, I I� I i 1"��,�',,1: I I not be�oombini Use only SS fasteners with SS connectors. (16)V4,41.X 2-V4*TITIN 801i TO WALL 8)MMI ROD SUN/affii EMEMEW 4 6DW PISTANM&WORN ON PLAN SUPERM ,yj I ] I , I r 1� ,I � I � i ., , 1 1 1 1 �� I r � �I ,� I 11 i - . i "! ! , �, -1 J!, I � , " -IAIIIIT � I i i � ii � I � I I i, , , applications specified as"field framing or similar. The design(s)and execution thereof shall be in conformance with all apphicable laws, Use only 23ne-plated/galvanized fasteners with zinc-plated/galvanized connectors. � 11 f� :,' i ,, her own design for elenWrits or (1110 1141#x 3 WO TO T11111i 1,111,11i 64011111"I ON TN16 Q � I i ; i�I i � �- I i I : � - " �:il I t %T111t : I I i , 'i'l L � I��,� 1 �iili � � , rules,codes,etc. and shWI be to the executed to the satisfaction of the Building Official. (2) � I f� f W'+x!=HD%TO WALL W H111,11111i 018TAHM OF 4"OR MOM 111115=111110 MMMLIM 61 IMALL PRAMNS � I `15 � � ,: . i I , ! ] W MPIUM 81 WACM sEnum , 1 f 5.Regular inspection and maintenance oir wood,wood-based and metal products used in structural applicationi,i and/or used in outdoor or other potentially corrosive WPd TO MVA'gN% MTA-or WtA-ANC*01110 UNO. i � � �, I I il '� : ':f! i !� 11,.", ': , ) �: I I I ,, I I; Mili 1 i 1�1 I L ; I I 11)1`1111iiiii 1-1#2* VISTANCIE FOR TITEN 6C3111" i ,, I�11 � I ii i I ��:, �! 1: I" I i I . 1 44)Wil,x 2-1/4"TITEN TO MASONRY � I I ,,Y , i , -term satisfactory performance. I I � ill ,"I i�, I I , � environments or applications is essential for continued,long 12)MNPW 4"EME DIGI FOR TITEN WD'is ��, 1� I , � 1 1 : ��,, .1 IIIIIIIIIIIIIIN I , 1� J , � I' � ,� P , I fZ I 1[ I I 11 - I li i 1 1� i,it - I I � I ,I i I ,:IT � �1! I � - I I �I .� I ' ;-11 I � I 11�_ i : ... �� I r I . ill . i � , - . �i I I I 11- � " , - - , - I I If If �,;; , � � ,1, �� I "1 1 l, 11 � � 1� i 1.11,I I 1, V I ll: 111 11� I i 1, �2 NI: __ �_ - __ , t � ° " A r �, ;1 6r xfif w , 4 Ir111r kid �I € IIII 4 k � r 11 uF �'` h 4 li I rl9 I rl s [ I, k rl i ,1 j�161 0` q 2 STORY 3 BEDROOM MODEL -ENTRI LEFT 2 STORY 3 BEDROOM MODEL -ENTRY R1GNT s 20-0" 20-0 11, 116 hll 19, {� Irl I 13'-10 1/2" 3'-6" 3'-b• I5'-I0 IR" I I I{ 77 r------1 r-----1 ------- § I I 4 h I t , r i r , I T MAX. b'-4"o% = 1 I . I I l * RODS i * ADDS AT A*. 4-3 o/c ST2 i ST2e n. ' I. _ -- st 4 3 T ------------ ---- ------ h W C I I ira I F-KW 3 I 1I�I I#f I i i I Jmi )HS' OR )M7 1216 u 1 I I I I 2)H OR (2)M 812's T S \ _ 03- -T IE w (U O e -T -T Ik' w/ 1) *Ti 3 u • U_ • I I u 1 °�s, ' �-) RO 4 2 s2 2x CJm3 D 2ply 02 S 2x4 ST. p Itt — — 0 - -� I I $7`2 8/10 �i m -------- _ _ I _ ------- Fm3IF V WALL E tJ O Brz LNAI OCK Jm _ 4SHEATi- 24W"x*D FOOTING W/ 3-05'5 CONTINUOUSWIT�4 0-1 - `- I/I• ! ¢ a I i Jm4 fim3 O O # i ----- _J9, - I ---------------- -+ 1 f- ---------------- ---- � 8/10 , I i Fm3 8 I 1 I r--- � 'I I I i I 1 — i I E t I 1 I _ ---- ---------------- 1 I ----------------- -___ V t h —__ , _ _ i I i __— ---------- 4,,U — , F-Lrrr I y 1,11 r I #, III � �i I I S I � I S I -- � I'— — —_� rh tk hl I i" k ud 14 i, --- --- — — �( --- -------------1r-----_____- "1 iM I - - -------- -- FIL --- ------- O Fmb- I F—— —I 1 ( I I—— — ——� it — —n --- ------- --- -- r d ' tk Inc 91;c 3 I I I I I I i 1 -------- -- —i r - J 4� 0 ---' � I I � � e► I, 4 i 5 1 I J . r - I '" ----- i 1 i ---------------- ---- '" i ST2 J 4 1 577 I - - ----- --=_ - F F E III '€ # i --- ---------------- -ti I i- ------- -- I 4 I I Q Q 1 4" - AB REINFORCED W/ !; Ji�� d) o FI , --- i �> -- ---- 1AIQ Fm4 W,��L $ET FLOOR TRUSSES. ATTACP p O O 11 bxb 10/10 WWM OR 9ER -------- I --- -�r SH ON b MIL VAPOR BARRIER J ------ -- � - ---� - `� J BL INC TO f R TRUSSES TOP iE S W!ad 8 I I OVER CLEAN,COMPACTED FILL. 1 1 ST2 I I I c0 165I 311,11 c I Si SEE ARCHITECTURAL DRAWINGS I \\J Jm4 W 3 i S E7aT131N�; BLOCKING 4 FLfk TRUSSES , J0 - I I ND 5PECiFICATION5 FOR INSECT - WITH •11X3 N,4 L5 3 • 1 i AND DECAY RESISTANCE 1)MTI%12 TRUSS 7`100-TO-HDR �Q O (1)', ( CONSTRUCTION PRACTICES. 37`2 �, i V GESSES AND TREATMENTS TO i1 J7J E TO TO ' - CON TI NAL _ 1 1 I MEET APPLICABLE CODE I TI L ST2 ST2 I REQUiREMENTS. 8/10 I i � MING � � a l t hi' I I I Jm4 1 I 1 I a 1 I t I 3T2 CONS RVC1 ON CZA S TION ,I OTE '" ON E l STI. 0 •a l I I 1 „ - N SHE STt. , L I i � r Z ST2w --------------------- ---------------- 1 1 ------------ ----------------- ----- ---- i CJm3 ACJ � .� J 4 �C i aJa al'R�: l➢4V�yW'r"i'Id. �k '� k l h I: I '�' 1 03 — -- �9 sk � e L------------- _-J 9 Jm 5 AT MAX. 41-3 O/__ tkhT MAX.4'-3"0% 1� A� A I)MTS12 EACH FL lll MTS12 p TRUSS-TO-TOP$ W/ ( 2PIy 42 TRUSS-TO-TDP I (2)MTS12'6 a TRUSS SPF 2x4 STUD DIRECT Y SPF 2x4 ST H EACH FOiA F015 BENEATH EAC I kt -1 FLOOR TRUSS IEXCE HDR). FLOOR TRUSS CEX T2 (2)MT812'S � TRUSS 7`03-t0-HDR BENEAT I S 7`03-TO-HDR CONVENTIONALLY IrSTRAP ALL SECOND 1 h 20'-®° 2m'-ID• FLOOR ROOF BEARiNG WALL5 TO 400l BEAM5 / HEADERS 15t FL OR STRUCTL 1 2nd FLOOR �TRUCTUR/4L PLAN 2 BELOW PER DETAIL -011 -011 _P>11 A/STI. �/ I a CL I I I IIS i LI II II ' r SEPARATION WALL it I �I I FOUNDATiON FLAN f1 1 Ir PROOF PREFER TO A/871 FOR TRUSS NOTE: SECTION ASSUMED sem:°°iso O1t > r SINGLE SYP 2x4 2x4 SPF "2 STUDS i a2 SILL tE (TYPa GONTRACTOR/BUI LD IING TOP a TO STUDS OVER TLOOR TIlJ66 DELdU. DOUBLE 2x 42 SYF•TOP ie 16" o/c (7YPa i�'FLOOR OFFICIAL TO VERIF' PREFER TO"TI FOR REGIL2x4 n S"STa Ds• •o/cSMATHNG - ' (1)STUD MAT BE L_U I I I COMPATIBILITY UJIT I 7`5. STRAPPED FLOOR TO". SHEATHINCs DIREcriY avaR EACH FR LL REQUIREMEi+ BASE OF STUDS"VM SPN4 l p CCdJThdOUB 0816 S1RAP RL'A A7 P ECKII�k3 ER B/SF#1 1,1 ' l tp 111 ABOVE TO FLOOR TFLOOR D R;JSS FCi 2x4 RIBBON BOARD .(8)�a NA STAID ILS INTO AND l 9 1 BELOW m/(S)Npd NAILS INTO TRIM Fla FLOOR TRIJ66" lSEE ARCH/FIREWALL n 2xa SYP RIBBON 2x eL to�n � r FLOOR 3 s■e-w+x w+prF oetiraean yee su• DETAIL FOR ADDITIONAL BOARD GONTMIJOM I' oR tinrea+eaFl �n nai oa6a�Ic rnNw eela�w TRUSS/TJI DoueLE tOP PL 4TE8. -ONSO r MATERIAL AND 8TRs1P8 FI�C7M FLOOR { CONSTRUCTION DETAILS. �r DOUBLE SYP EXTEND SFEAATE1Mrs To UNDERSIDE2x4 *2 TRUSS TO Top ie/WOR I h l 2 e ,s 2x4 SPF 02 STUDS tE(TYP)� NAIL To Troy TRIJI1116"ASKAM AS GWOM AND FM FLAK sn�rnf 76 DArs• 1b° O/G (TYPO ►2 SYP 2x6 TOP"E's 1e u+ 2x4 BLOCKING PER TRUSSES w/I NAILS 0 3•o/a TRIJBSJBEAM+BLOGCMG BETLLEEN f 1 o�srwerEs � ARCHITECTURAL EXTERIOR WALL >z°wIDE uv I wwar=uv DETAILS. n SPF 2x BLOCIGMG BETWEEN (2)5 CONT. X1115 CONT. KAI FLOOR TRUSS. FOUNDATION F'�RT�'UJALL DETAIL TYF. FLOOR TR,U'35 BEARiNG DETAIL 1 sl '� I 51 N.T.S. s1 CANTILEVERED FLOOR TRU55E5 af it I IL I 11 3 I IE[[ r Iiv it t I I 1 f t I I ,I (I t'l �iIF ! a I { � F �I Ist �II d II.11 �� II &'i t - ,� � I�t> I 11I II F It Jr c1( i i §; ,,I i 11,!, r alt t I. ' 1, I 1 !, ' BI l a11IN I. i II I (' s �� h #I, :11 �I 1 I �iLlI� ' I I €ip �' �,. � �I� ! I I Ii � •.. I"! : i I f iI ' 1 d! ��t I i tI! 4 g II t 1 I I I ; " > iA6'TNICC(MR L)11N16 BP ' ! 11 11, ��, Ilf,� ' '�il BI I� € 5I-IEATHING THICKNESS 4 ATTACHMENT SCHEDULE �I'`'�i I B I dr: 6d RING SHANK PER NDE)U APA-OR TECO-RATED HEAIDEIR.ADJACENT � ' { 1 I 480323.1 of'L4('mb) ,Np ROOF T N A T N Wa_L b► ATHNrG W(v Row oP TO TOP E-PEft l , I ' NOMINAL MIN. du '�,,yy�� (Affar8d 24'OIC MAX) (sWUpW19d 7 • ) !3)R40U6 OF ad NAILS•$'i AT TOP OF 'MN CALL OUT ON TOP t-TO-C,Dm"P08T 3 1� I I'.k 1 t� `r 1-DG-I!MIA.0.113' W! 1t 9 i( SHIM Cfi(N TO TOP!)AND AT STRUCTURAL PLANA i-i-a CCNECTOR6 AT i I I i F A RING du.iii OVER Sp9m& 8d RING SHANK NAILING MIN.THICKNESS(SPAN IDDM 8d COMMON NAILING," I0d NAILS•a' 81-ITN'S(IN ' : C i y '.` , �I? 1 SFbetx dia,a-sm MIN.THIdCNESS•'• I t 1 f 1 i PER INCH,0380"du. p ISURE SPAN I PERUFTEY IZONTAL RT APP.W I • NAILS • • 8TH AS WDi MONO ADDITIONALTO 1 I E ASSEMBLY •MAX.34'o/a ` I +ilL1 ROUND ASML,MIN ( WE)Q •4.OL. t-TO-MEADER CONNECTORS OUtB�E COIoIEI! ( 4 ! 1 7•LETROUN ZONE ENO ZONES (CATION OUT ST11000 W(STUIX O TONE ZONE !U ROW OF STAGGERED, 6 SNOW EA PLY. Ii , I i II I� , . . I0a NAILS• REG'D Ir/TPU"UPLIFTS OF GARAGE. : i "i ' • E+Louc aLt PANLFJ. 1 / 6'/12' 4"/4" 15132 15/32' 6' 12' 6%6° 6•oc t wl■ort t 1 • (ROLL!FOR W41Gd#R UPLIFTS 41 I:I, i I I', . ; i ' i' k 4 EDGES CP Ili T D (40/20) (24/1 6) 32/1 6) 3 1 6 / StA D, oP 2x6. • WLDE CONI ECTIONM AS + 1 136A■TOE-OR 00-NAILS (u DIA(k oVHR MN t4) ! I 4 'r SMAT►4N12 151 2' 6%12' 4'!4' 7/16' 15/32' WRF4N W4'OF � EPEGIFMSD ON ST161CTUR4L .KUNG-STN)To HEADERTMMM APPLIED BACK SIVE 1 t ' ,,1' a 110 D 6. 12' 6.8• 2 1 • ^ PLAN TRUSS To e a IPMs to oP uiEe cr to naive i II I, I , «riRL WALL SINE an+NG t 12o C,. (32/16) 24/i 6 32/16 (32/(6) / ! C@lTEtq nE • • BE ATrACI ED ro SHEATHED ••P THE INDICATED t EF1G WaCD " 1 t j.! ] ' NAILINS MAY BE WPM APPLES t0 F 140Nrf WED W(2)NAILS.INSTALL DIAG. hE „,t I 32 watt SDE STRAP(a)ARE NOT PROPERLY SIDE CP WED BRACES•EACH ENO OF CONT. I, I 1 OYEI�IDDBG OT Ll20 B, 10 c,8: . . • • • USE(12)HALO I �1 a k i h. B • • GARAGE. (REPLA�DT THE FOLLOWING, (u h19TA-SER166 aTilM• 20 NTERVALS OERtM ENDS. ,,,a�„�r n 611 2 6/6' 6/1 2 6%1 2 :r OUTSIDE cola ER CAST-IN-PLACE,THEY MAY OE LATERAL OIeAt LINES t s MAX. 'p #i 00D;,C, 2 I 2416 41 I [ { t i BI` HALING(EEE F/6711 11''1 I r L �1° I {, ROOF SHEATWIM PER EEE PAHn FOR BOTTOM C ZWD 9i JACK-STW TO �i i °IN I -MN W'(�) TABLE,W/PLY CL HEADER 2x10!DRS USE*' J31xY TOE-OR END-NAILS 1 DIE4GR131MEG11N!!1 B{TS •tCS4G-8TW t0 HMEAU7ER STRAPS,2xG 4 ENS.WOOD 1 ' (I B ( "¢i1 r UNLESSNOTE !4)136c3•TOLE+�L�•EOL TRJa6/ W �■ i V21 2x10 .UEE l!U NAILS, .OP t N ADDITION TO 3/8" HDRB USE 24 a11f/UP6 I ri ( RAFTER-TQC 4x1 t BJG WOOD HDRB. 8 IA Ev I f S CON�EECTO )SPIED N TlW3JSEE8 OR U�lO)NAIL SL I '- O ON PLAN. TYPICAL., ��FIRIAMM_ (801 O-SA1W) »@10EpD»N1RAM•8 MUST s : "i CONTINUCIM"70%& I1 I IIIIi ' ` �" `' t I" � • ASSOCIATED DELEG TED I SEE 87rpJGTU1?AL FRAMING PIAN FOR NUMBER OF PLEB- FASTEtd Pi LAYOUT /Y."T4APICK MIN)[5W SPAN ADDBE ITIONAL PG OF•4 BRACE QUANTITY AND ENSOMM MTALLED w/ LATERAL J 1 I 4 I a PPONTB _UMC.JACK- OT -KING STUD RODS,PER TI, i LOCATION D PEKE.DO 8D BY :' 1 t AT EACH FSID OF WALL BDEX)APA-OR TECO-RATFp MORE THAN, AT LEAST 2 T161lEEB g (� 1 1 FOR rrrt auE MrK t EHEarHrri N)3"� sd ' f ¢ B 1 ORIENTATION� G� �IN%diiTNINCs-TD-POST W/MN 3 •t3"OTC OR m,ClONNECTPOST REBN!PER bP7PSON B,TRJ" - - ' y•4.OAC F MOPE THIAN 3 FLYS ARE tI6F�,COMEGT IN611WCTIAd6 �_ SEGMENT,WITHIN 2.OF CONNECT TO EACH r i I ,� I I I 1 r; EAGFI PLY TO SFEATFItYG A9 SPECIFIED. BLOCK ALLUNSUPPORTED USE-RJ VERSION OF + u t 1 I TTIJRAL PLANlS) FASTEN E E1tts1RT PLY N ADDITION 7b 2 PLY'S. JACK-MCHC-STUD gg p PANEL EDGES W be BUCKING. STHD4H AT CIMRO _ i.I � , ¢ " 1 t � L. � - �� '. ,�. EXCEPT AS NOTED ON STRUC TRUDD MEMBER UV(2) , ��,h I ' I I � ,i�LI I " 1 r"f 1` !23 2x[1•!bYP TOP IE. FASTEN PLEB tlI (la l UPLIFT CUBS) CONNECTION 106$THER W(2)1401!16 J3bt3'NAILS• A8aEM61.Y i CORER B"a n "i( I {II { 0-415 V H25 P06T AalEI'BLY.ROD• (1)61HDW-RJ caNEGTOR• WALL p?TL X14) NAILS 0-465 V H5 Te"o/e,BTAGCaERED,W M11N124•IAL■6 r` CODER MAY DE JACK-ACING-STINT ASSEMBLY LOCATIONS. EITHER 1 4W MN(G)13bc3'NAILS M EA LAP INSTALLED m TORlEIR POST t0-FOUNDATION t•CORER NON-CUM tUALLMAY BE I T(DTL 11 I1 I�: 11 ,J:I 11' ! 1,711 I 11 �({ 0-145 (1)Ha SPW t -s•MAX 32 i• D MTIY T SJ�G E1�6 �( I I !s11 ': 0-990 )H O• t I POST ASSEMBLY-TO- IA6T2)LOCATiO N& � ''1 e-TO-6TW6-NOT IS=W1 EN USNS Stl I'B 1 i ,11 , i I i i I 465-930 (2)i WOOD•T18 ANCHORINS RODS PER NdT tG SCALE POtaDATIOK[MAY BE DEED it I. X45 1000 2)Ns's aETAiL BISTI �.9 #� t 1 r 1 11 0-1000 (U H16MI65 T TOPE 2x()4 SYP SHOE e W(2)ROWS OF IL.O.UA90D+Tt�ROp8) 4 C` 1 t I I g E 13bt3••G•o/e,STAG4EfED. INTO EACH PLY OF M&TENE ,E R SILL ANCHOR DOLING ITER ? f 0-1000 (I)MTSI2 TO 7 LENGTH OF 0816 STRAgaPSkq W MN(10)ILC! SARPt RLL L' �DOOIRIS To ME DETAIi.NbTL T►T 111'!IIS 1 ill ql . I' I t A V. S STRUT L P AN MN. 23 23/37•ASA-OR TECO-RATED HORIZONTALLY 6 ASSEMBLY SCHEDULE ON S-SHEETS) APPROPRIATETi TRASE f `k I 1 O OP A N p TKi DEQCM4(24'o)e bTiJRa-1 PLOOR>W BLOCKING,CONiiMIO 70 CORNER PLL.NG MAY USE PAST or-ba STRAPS IID BTWD• 1 �r 1 , , I. g. ? 6'/i•o/a 10d NAILNf'•4 APPROVED ALL MOLE,W Imci t CONTNUOUD THIROUC#IOUT P1�Y"IRYa Ml9 FLIERS T- .. POR TFSANM•24'OAC MAX Flii i 1 1 1 I,i� : , - I' k _�CON6IRL=WN ADHESIVE (217�a1)BLOCKING lTYP1 nA1q 1812E ]]]]11llrrrr ��LL " -4 STRAPS• WALL,EGhIBIT. N ACCORDANCE l t TIME HEAD(EW 1 4 STIRAP$.SILL) OF ADJACENT PRAMWL4(87UDSJL WTH APPLICABLE -Uf )*d or((�)IOdATTACH TO �' = I D[TERI014 STUD WALL TITIN - d MATCH SITE,GRADE t =--__ MANIAC '8 AT STEM 4 io_ !I 1 I ?' i ES aIRlCllia4.OlTTGR -I--=== I° W �, I I I G>lLMITITY A■ALL 2nd ! n - N6rr8JCTiOrr tib i 1 ' p PLR STUD COLUMNS W -- i i�` + DIRECTIONS ! [ Il y�l r I B 1ill g ' F �i Z HEADER PER SIRUCTt�y PL AN EEE DETAIL Ili FOR(VERTICAL) H - 0 III BLOCKMX•N MR B , VII 8Y8 AND W M! i HEADER-TO-bTtO STRAPPING ` I .1±1 exral,S cws ►'Lkrs) II r, r, STI ASIS �` I l�9 TO 1a 1?j j ' I M- a1UD =__-- = R-LEY atUD f L_ li-_iY _ BPECIPICA7ICNE f �r�•Q mel FLOl7R WALL • 1= la - I n I , 4 Wt1N_L SFEATHIWG- °14DOVE I h a`r I I i , 1�. H wr, • M!R Ef.tATi"19.00R bYBTBN- E TYPICAL RW L r I t d n I APPLICABLE TO M6Ti-STOIRT At EXTERIOR DECCb,LEDGER 1-3/4"Width Pr�o�N� SECTION(ANJTU FOR FASTEN FLOOR €t t 1 I 1 � I � i t; v • EWLDNGS ONLY. SM PLAN,LAYOUT, 8H1ALL MATCH JOIST DEPTH(MN •Abloom or l2Yrraw o1 Rd[3-V4')nelM•a•o/c, d�pw ADDITIONAL EPEGS DECKING!PER A/8TD g NAIL 748lGNUfitt AP.a RACED SHEATHING ■ 51orr an addklavl Tar ar.".;I Tri(ams SN(4)IOd 0OMPMWN ,I a it w f(j `! I I ' €I OR AE60CdA7ED DELEGATED 2x6)AND BE ATTACHED TO -Minion of!3Arclo,or Qd(3-i/4')tills•12•o)e Tar 14.1 TO LATERAL.ERACE B I: " + j' d 1 ' "'I y ! ATTACH 2nd FLR STUDS TO'Slot FLR +9 V B4GIERIN6 FOR TYPE,V t EACH*o%(MAX)VERT. � -Faded cornQR �F+t+ 1 I :, i 1' i ,_1 I;I : STRAPS ORIENTATION OF ME9'BEMR6,BRACING � INTO PIW'1NG W/Bid AT 3"OL.AT ALL FRAMM of Y4•dta-WO-SCREW6- to Impar ��bovs[eh 0178'X3.1 T-BRACE FA6n3Ep TO 2x 4 PLANK ORIlMED NAIL, `' i;21I t° STUDS(OR BEAMS)W/C31� BLpgG t INSTALLATION DETAILS EDGES AND INTO EACH PLY OF EACH r$��f�,,�� I' T I ' ;" ' . I IB (T6 DEPTH OF PLR SYS.IR'I LENf#TH) 3--LONA P DORECItY ATTACHED •Nail non BoijH 61pow or S-pkj wa 1. - REO UV J3bd"a b"O/C I I LATERAL BRACES s 24• DOUBLE NTElRIOR PLATE,re"O.C. TO M%AP*406 3-VY L,CNG P 3-10-Width A!2 4-D, 1-3/4"Width P110imi T4WACE TO 0 SaME OAO TOP AND BOTTOM. 2x4 DIAGONAL j' I 3 i II I ` 1 H j •MAX.32"o/e W/(11)Wd/EI.11D' SEE SCHEDULE FOR ELSEWHERE ATTACHED TWRDL104 EHTNIG. -MlnwA or(7�'rr W lh boib a 241 oft ota�or'ed.E■ SPECEB AND GRADE AS FASTEN TO FLOOR TMW BRACE•241 rilW1(3)Od COM114N ° 'I'� R + CENTERED ON PLR SYS.,T`IP CA.INT- MNMLM WALL STUD UJ h � GWANTITY QP S�vU6, > o. WM TO BE BRACED �� TOE-NAu b. BRACES TO I lai 1 3* UlFEN SIZE,GRADE,SPECIES 4 FOR OTHER UPLIFT MAP47WM AND iib (i)BCUiE71Mi SIM OF MIB'8614 AS DIAGONAL OAC, :11 ic g r 4 EM.ULALLS.NOT REQUIRE'1D 12• BRACE T !3) .�', k rl�l bra ii r �l ;� L, USWA WOOD.-i ANCHORRi RODS SPACING - 7x 61UPS SPEC OT EXtOO INTO FLOOR LATERAL CQNECTIAd6,EEE TYPICAL W4l L 2x10 LJ>C� (V 6CR6116 BRACE TO SECTION AND TYPICAL HEAOEf! PER 7A$LE �." DESIGN SYSTEM(U SAY. 4: ° I PER DETAIL B/STI TYPICAL,UN O- MtAMNG DETAIL. 1X41 �( LATERAL GRACE I ' I' L.I +, �1 PT 2x( )4 SYP SHOE It. (2AxO FIEA4j / LOCATION ON B011gK WLd COMMON . k' ' �' i "I I FASTEN EXT.WALL SWEAT! AT OCUME INTERIOR 4 GYP LEDGER FASTENED TO /� f CHORD TO MATCH NAILS AT 0,,g 1 r SPH4-b-8 0 MAX 32"0%0 SILL g $ ) i I' 'I I,4,_ TO TOP 1i SHOE R •RIM a- RIBBON IR-TO_ � SILLBiPLA1Ea/Bt OL2CING,NAB.FIRST Y.'ote(MA)A,TUDb W 13bc9" /� BRACE LOBATION ON EACH END 'I I� _' I I �� ! h 1 I ;(( i1 WJ PRESCRIBED "ED�sE t - " WHEN UBMG WOOD T REQUIRED611i-NOT !TTP) PLATE TO G000W PLATE WW(2)ROWS GW NAILS•EA STIR / /-� iI iii SIZE/SPACING. ANCHORING RODS PER DETAIL na cq f�oNe AT a•oz. t SPECPW BYLE TftftAOR ��, TOP CHORD. LATE I ( a 1 I- , I i n .f.. }, . 4 s3 $/STI. SIDE PANEL NE1G41T TO + lil{I �„ C WITH 4"!BRICK lIE1VEEi4( WIIDTHt RECOREM ENT6 TRUES LETJGER 1 O(7Ja ETlON ECT•IEDLE(IRy PPR!TRUB6) 2 / FLOOR 61 81191 CEILING LINE E EXTERIOR FINISH,ADD TE _ y s " a I h tri) MN s ® �J 11 C ' i 1 1 CORlMlXsATFF.D GALv.B1lMCK TIES SHEAR 78ER6, �14 il TRUSS WOO fWc aU FOrs BRAC L 1 B i 0 24"O/a HORZ t 16"o/W5 VERT• 1!1"dia X'1"EMBEDMENT � PER SI SHEALc 7' 2'-i• Rvr m-124L.Zx8 wKs)NAILS.EACH STUD H 1 gg 0 " b r-b 1a• IM T142-tD67.2xa m/(W7J NAL6•EACH SILO. J ��4 IE1= OF MUL�'1PL_E " I�� `?r 1 l: Ip BRICK TIES MUST BE FdiSI-1-- CAST-IN-PLACE J BOLTS OR ' B, + I i ( Ii 3I TUBS. I/!"dia X 6"EI iBEDMENT n aN 3' P-6• 1 �DGiER DETAIL 2• L BEAMS �! €- h' ,, h tHIRu SH?N'G to WALL S-SHEET ) 4' t'-2 ve• STi I, I 1 { f i , EPDXIED ALL-THREAD RSDS STI NOT TO SICAI-E ° 11 ' R 't w/2"x2"x1/8"WASHERS 0 d I i iil 9 11 I i i i k I WALL SHEATHNC•PER fASLE ■ 116466 ON PARALLEL 4lN.L !NOTE-RIBBON ON 11i416lEB NOT W40W FOR f 24 o/0. SEE SILL IF SHEAR (U Ii To ATR(TCP). TRUSSES (2)•1 SPP 2x4•EA Co14GHe U.C. Q,�AIP•1 E: - I ; n I !! B 1 , 1 a CONNECTOR SCHEDULE ONL HEK#IT-LMIT®APPLICATIONS MAY ROOPA9-OM Tfeum i_Og4 4x4 POET.(3)-SPP 2x46• zts�� j �I t 3 r MONOLITHIC-S1YLE 8-8I$ET(S)UlF4EN USINCs ` ;I 1 FOIAdDATION SHOW+1 a . USE,I.L.O.EA�d1 HT02,(1)PHDb OR(2) SiEATHING CORNEAS DIRECTLY DEATH 1" qq ' r I I '�3 I � i I SHEET ST2 FOR APHI D ULOOD Tie RODS PND1'a P Pwar ARE uaED,MATc►4 4 , �. 1YLES. FOOTING!E�TYPICAL WALL`�ECTIOlD 4417*AIR b1'EC6. P OVER lot MOOR DE,AM1 WHEN 6x6 16 iimlt>. I' I ; 11 . FOUNDATION TYP9:S/� s `j s, I 1 g I ;,^ OEM,STRAP To BEAM m/(3)C8*'a 2x4 n dPF L .ER Hrtr*t bye°r,e-v2•EMBED L ALL aIAGONAt AND cA(rlNtats La�¢a.BRaemw L DHtolw SMALL BE zx4 cONreTRucnaN raRaoE s OR EErree uNto. 1 g Il ' `1 i+ (3plg END POSTS"SamosD). lIPODdED ALL iH11EAD• 1.SHOULD A OCD"MO ARIES THAT DOES NOT REER"IBLE THOSE INDICATED ABOVE,CFIDIATELY CONTACT ENGINEER OF RECON FOR I ' I Ev W(4)191X3•TO 1. ; ,. 11 11 rl ; I j ; �I I I ,iia TYPICAL ONE- t TWO-MOM WALL DETAIL I 1;1f - EACH NTER6EC- NAILS 13' SHOW O ALTEM"*MW Ala 3 BRACING LUMBER 6H5W M_ERSERT TO YLED6 OF THE GRACED tRU66 AT LOCATIONS INDICATED AS NEED M4DIEOURCE-FLORIDA DESIGN APPROPItlATE BRACING,17E7AIL0.THE W USER OF THESE DRAWING TO LEAD THIS NOTE MAY CALL DU B' 4 I I a 11 ( C♦3ITER t0 CLAM A N00 GIFT 1 III IIIs& I !1 4.1 I I ( ; STI NOT TO SCALE E DETAIL TRUea MEreeR- �, j 871 NOT TO SCALE u6E uII Ert BOTTOM T oR SHOWN ON 8n61G1UWIAL rM:ANI � IePACNG ON THE INDIVIDUAL TRU68 ` ' TO 1 NIC44ORDO ON t 9 DIPRM HEIGHTS A ALL tIBEIR6 bHIO11NOARE L86t3 NALS. 1 . 11I i 1 s , ON OPPOSITE III BEAM-STRAP PER NIbTI UON S.bR4GLE 1161D6 ERACE METHOD MAY INE USED TO IEP AGE i GgrTIRJOtL6 LATERAL GRACE REGiWRC M NT. r b.R@EIR 1O DCbi 1-03 POR ADDITIA4AL PBR'41NEMT 716156 lJIRAGM4G N►ORMLAiTON r I i i I ,DES of WALL. Ir 1/16 APA OR T■ECO RATED � �; a I r 1 B:. 1i 1 �` LOW-CNRDCN aFEEL NIT III NALINNIMG W/6!!2`016 ad 1 ,i ` t ;.' ' nM Root eYeTfM- rd).ebns•To�AW.a I 1 NAu.xr+-4 Ebb R PEt�'MANENT ROOF t FLOOF? LATERAL BRIe" r ,V _ii �I� s }I i { j I_ ATR ABOVE ROUND TENDER`' CONNECTED TO 6' L .EACH MOCKING, I I E STl NOT TO SCALE ( d ro, �, I, i UL46FIER ABOVE 3"x3"x9/64"` 2x4 O SPF ICKXM BLOCKING• 74'OA:. R!DUCE t, !� �I U ( I i s`I pI 1` 1 I .1- BIATiED STEEL WASHER TO STRUCTURAL MtAX FROM EDGE OP EPACNCi TO*•o/o FOR 70 TOP PLATE OF BEAM ABOVE 0 Ir@; i�ui,t I .f €�` OE POSITIONED So THAT DETAILS ! I 1 ISI; tl WASHER CAN BE ICTALLY EHEATHINCiR�G6T 8110?AND G'old FOR Si OCTERIDR ` I I'!':; 11 SUPPORTED OT TOP! �! "MIBJ THE FltliltlZOPtrAL DISTANCE rR011?HE an4 Q GYP dflLmlLtRB 1 .. I ru a I B 1� a r-EAIc CP GAtd E TO THe SAYE oR SEAT Or OVERHANGS L*",•24•0/o WW I) THE tlMtlba M 0_IliAN THE MNR IM •(u NO•EACH oun.00KER TO TOP "I, Ir i f I t Ih^ I ;- �, ADDITIONAL ROW OF ad - TOMME NUT ABOVE WAGHER TO EXTERIOR WALL 1 II, V �1 la l,r h i K I NAILS•b•o/o TO Y �� 9�P C A SINGLE CA AT THE C�OF GABLE TRlaa OR END �I ' I I 30-36 F©OT-POtwb AT TR'E OF w(TYPE) i;i �N1,I ppuSy E t -EXT.WItA.Lb MIK VIS• LT-UP OR BOXED COLUMN MA rJIMACMD, WALL OP! E. `l: ,:' I i'tI INSTALLATION(AFTER EPDXY CURES), THIICtC(24/16 SPAN IIt7EX)APA-OR N Lt01 a°yra OR _ PEACMAT OE W1S3 AND THE OSiN[R -OV0. Lw06*"224•,•*'o/c W/ TSD WALL MEATHNs ATTACHED TO DETAIL TO 0E FOLLOWFD At ALL LOCATIONS WHERE �` (CFF-TrENC)wx••ARAGEB MAY OE OMITTED AT C2)HB•F 4CH OUILOOKER TO TOP r r, 11 I .i {IBr,� OMD,Y(STAGGER NAILS �� IW-0-RA 1 € 1 I 1 } t I ,, 1'"` ,j OETYEBd ROUOZ �"WNG Mki-BERM 4 BLOCKING PER TABLE EXTERIOR IW1LL RNB BETttEEt'L TWO PARALLEL TRUSSES. t THE 0 a *AC:tC"DISCRETIONL.-. CHORD OF GAME TItUM OR END I h OF-LOW DLLOOC ALL.UNSUPPORTED PANEL L "I , ��' t 11 . }I B'11'+ g I' •I DWI SHEATHING Ire" 3 a` CI 1 'P,, s I N401K DOTTCN 1 OF 6110E EDQM6 UI/MIN.2x4 BLOCKING, E 1 1 4 1 OVERLAP ONTO DOUBLE S11�L PLAN)•EACH END STI Aum 81EAhHNG PMEL E[7GE8 I. `. -ATR Y,�PER F oTOR 2•PER IBM STI TO SCALA E BLOCKING AT A" OF MIN STUD END POST(PER c FA6t84 ALL Roof aIEA u14LL toP t F46 ROM SHEATHING I i( I PLooR LEVEL-WUHICNEv£R to t EEb to01: r✓ed EUPPORro W ad WITHIN 4'-0'OF GABLE W4I1 NAILS•4•o/e 2x 4 BYP OLLO/Ys OTLLN -WALL UNTO.SEE DETAIL D-S _ OUTLOOKERM W.131x3• a€ I I'1 a,I , II o f ° 1", PLATE•Top OF U►ALL �'n•RtOD NAIL,•41i III I A { ¢ € ",ATTACHMEW OF POST PLY S. ` I r t F tl° �'' '� I '? TOE-NAILS•6•o/c TO It ` ' II I' I a' _+ Ire•WOOD-Th (3)L11u9 TOE-NAILS TOP CHORD or TOP IE I ' 1 � r.� g• 1 ' MN cv Row OF ed NAIL, ) - I I i II ��(rl:n b'o/c TO TOP R -EXT. --- 3-I/Y MAX UNC' HEADER PER S - / WALL EDGE NAIL I -- KING-STUD 7 PLAN OR 7"04"LAK OP CHORD. SHEATHING PANEL MOM ' ' „� ,i R I u1 E E�1i� � 1. . ,�11 TWILL,ONLY. APPLY � T 11_..j !S'.. 1, .' B�y I,.1 -:' .. u' ,I I I WOOD AT OPENING6 MAY : WITHIN�4'-0"OF G4DLE tlkW.... i :11 ;1 ; I 1 fl : r.1, a�Eae i II AseE►�et p YPe D°Ltw�iss i! PER EATi WHERE BLOCKJNs-TO-Tt6JD6 D140Pr'ED!-3,ij•J TOP CHIORD 2x4 BLOCGINCs At AL1,BOOP L, lilI fff I I tl ,ERNE AB END PObrb 4H i#MMS>BIR t`EI!?Pt 4 SPF•MAX (3)191AS'TL7E-iNI AII'llLD• 1 `�-,t 11 MI6R B7tA1l R COR At SHEAR-WALL ENDS 1bFTM T O ' r ,f1 ;I'4 r I;. I 24bdc W 1lSrt3 NAILS.b•oAD F40R4 " n OIUTLOCKQR-10-tR1S8 TG � TI�N.det 01�RAr I I' l l".:iI R y 1�1 r ■ 11 TH4RroRr INSTALL DBL 2x ) T HINT EK! I I i I � 1 I LOW-cARBON�a I3RAOt4G TO qM BL ABSENT OF 1 11; (2l'MTA24 iLVt / m j "'I I I couPt ER w MN% 2x 4 SYP TOP a AWLT RAFTERS USE 2xir•2 SYP/SPF RAF fl ! €�t r _ rJPEC(61 ON Ti61a6 ENG.ISR ro ''' i 1 I II€ 'I'= [ i!'I i j' Ir ( I - -- !14 Aata�OLC. IFtOL D-LOAN At EACH • O POST. -SLOPE To MATCH ROOF PITCK I ' ; ; T14RIEAD i I DaF SHEAR-WALL, 3-Ve FIRST TWO� STUNTDfr.ILIaLL anv SCH4�."ON DOtETC VALLEY NAILER-USE ONE SIZE LAI 1 ?; �1 k''± I I"I, L T;r pl;@I 19LsaGlM•IENT tM40M � 6t LL4gL1 E N 9KY 1MIOYN OELgLL DCtIQ�i? E'X• RAFTER CRIPPLES- 2x4 V 6PP CRII e I- i I I I(iB0-EDRATE tIW. l°EIR AEeaeIa7ED TABLE EP MATCH atR61etu14At 014AMUM4G4 U6RIs FIFO I I i P.ACHt iLIaOD•TIe 1548118®6!.PER iiAiL LENIGTWHELGHIT ILD a HEKGHR B s= i t° III ,i h I !, E., I. ',I Aa 1 DOI•BI.E M�?AOR TRPLE'L'✓T'a'AS 2x,TICB CONTINNOUB N1R01'9 FLOOR i'@IDGE CRIPPLES-2x4 N)4 SI°F 8 2'C ROD.tOla1IC4 AL, 11 15/5711AJ9i E,r1T? E � I� I �'' �„1 OSB INIlIA169?I'MK�'FRONT GABLE MLNL AND 8Y6119`i TO L6�IDE OF DBL IOP ^, ) i I: !. I LOCATE AB NEQ D) - twaM P£R aTTaGH To 2x4 VERA'•MID-POM aV M A" OWAMMED TO MAINTAIN MAX o/o ►Me bt i T-IBRACE IS ATTACHED To CI E ( UJOOD-Tis IRODS- 'dia. - LN / a ASSEMBLY(o OUiTAOKMA SEE f as d �' ( EP i II S y +I r. I ); IB i �Ijl s.'° d l RODS l'A LOCATED AT � -i - I Si NAIL 8 tiN 64 NDE Q'X'BtWCRYI MTbI t3) SPACING MIEN YEOa BxG�D ��' I ; t�#,,, i ( COI®ERB,EACH SIDE OF PT�!OYP 4aaF PORT EVENLY SPACED'kh BRACES PER(LADLE END. 81Ge5CbIMr SHOWN ON SCHEDULE. STRUCTURAL P-�' I I IF 2x4 T-BRACE is ATTACHED TO C "' `--- sl ,r '' 4�i I,r t E I`i; I ``..'' k OPE41NGa LARGER THAN b', �A&Tgpoopqi PER 6WL a �•die STUD -COLU'Ril1 t4t.LE'JR tFt1 tL' MAX.'X"DRAKE aPAGihL'k ��14106 ENCGREeiEDRDOF T -% IF CRIPPLE DOES NOT BEAR DIREG NTER•E PIATEOR THOSE EUPPORTMAb --M PITCH-a'-0•oAo DROPPED-Tor'cHIORD GAe1 E i3ix3 TOE-NAILS TO EACH TRUSS Ti I "I `'I , . ? IIg11 , I DILE ON 6- T(61 (2)MBTA90 WiC74)10d D WOOS PRODUCT-. % 76 PITCH-b-O o/e egrveNnaul Jgar. ATTACH CRIPPLES TO RAPIER OR 1� g I a r p S ' ,�, •INDEX'aFEATHAGCi Ire• -ME IA7E AND 6'o/a(EXT.WALL$)ar m Uk20D•TI• PLALb NAILED TO PLATES lUlE Pr Q SYP ixi PMdor96T. > PITCH-4'-0 o/e +, TSR WE t>StAu nCo-RATED W41L dATHMaG NAIL RIDGE END$TO COMMON 1 FLUS I' I BOTTOM OF SHOE PLATE AND BLOCKING ON NiNDIDE (U)W.ON STRUCTURAL PLAN) \� FJOGE -LISE MR 2xe 42 1 ,ILL PLA1E ROD,t►KO. i B r.' I�'�t +_,' 1(klS r, }, tfl!t, r MOI6Ti01E PROTEGTLON AND,:O COMECTORIS- RSTI FOR WE AT ENDS OF FACIE OF MATCH NAIL Si�/SPACNCi 19RACE TOP CHORD OF STRLJSSES DP }r, f !, I' l k {{ "d N b�"' y ' U CEa1E MIN.i"OVERL15P SHEAR WALL SEGMENTS. EC1RA RTD REO.FOR 61EFAR'WALL WOL D DOWN DESIGNATED POR WALL 61 AU 6 3 r r b s r t @ !' "t !" 1 DO4J8LE PLATE•10P OF- EEE TABLE r. t I a, I d 11113 t N 1" DOU OUTSIDE FACE O FOR N ADDITION TO ANY RIODS LOW FOR U Pr t l I�; I I ?I 1s :, III,r 3 kl WALL- UT 10 BE FLUSH" APPROVED 2x4 a2 BYP LATERAL DRACIICs GABLE BLOM ALL PANEL SEE TRU88 DETAIL "YALCONVF1103" POST TO SLA*CON sGTION W(3)13bt3•NAILS INTO EACFI MATCH EDGE"LNG . R GILLOON F R N1NGr MAY BE USED WITH PATTERN FOR I I r b�: 1 GLAD EDGE FASt0ER6 X41 UkTN ABU 4 OR ABU"W/112) TRUSS BOTTOM CHORD. CONNECT END OF LATERAL.BRACE 't•• L , 1 I k I B r S IYD SPACING 8d COi MOST HOLD-00111i-EACH END OF EA04 SMEAR-WALL S NT �OVE 16d t ATR ON(1)HITT*t ATT! MATCH SPACING<LOCATION TO BOTTOM CHORD OF GABLE ROOF TRUSSES OR CONVENTIONAL SPECIFIED Sw i Ilgll I�1 1 � B � ° Ni_ o SMEAR-WALL NAIL TOP �M OF A AJACEW"X•ORAGNCs TRUSS W Ce)N2b'o,wo OR E4 N EITHER APPLICATION,U•AL I fDELO1W AT ' �I?. ,IV�,� , ' I„d ,I v - H'- : vti DESICdJATION SPACMG �OAR�FEMR-W41.1.E Ad-FLOORBNFJR-IUM.LE 1 T 1; �QI DE CONTINUOUS FROM THE SHEATHING To TOP _ k 2x 6Ti CONTPO.Wo FROM ATTACH BOTTOM CHOR>OF TO TOP PLATES IMhEDIATMY CHOIR OF INDICATED II 11 I i, SIMPi•AT"(ACRYLIC •0 J FOUNDATION- EDS Fl NE RADITIMK RMUL X)f HARDIIGNAt4M 1RC0E ) FLOOR SYSTEM TO BOTTOM GABLE TRUSS TO TOP a WCENT,AND COMECTM TO,TO THE TV%"CONNECTION. { i q a i 1 ? ) E'i TIE)2-PART EPDXY, �i MOIVOLITHIG-STYLE ," c C 40W OP GABLE TRIM. WE4 ---- LY W--- __--LJH• OP TFE O MOOOMM ABOVE E C I .�hj! INSTALLED PER;I S 4 2 FgJNDATION SHIAW 3N) U14LL SEGMBIT6 2 BS' LU4LL bEGlENTB> (2)CBii-a ACROSS WALL EEGhENfa> 7> R Y8 " • " GABLE 114468 f,USED,iT�yY OL APPLIED C, a714JCTUl4A1.FLAK b ode t EITHER iM7AG STRAPS• " ,'''ry r t ill I -, POR CLARITY,EEE ENCLOSED b'o/a re•o/c LONG,NOW OKIOD. WALL- 6'LON i NOW FLOOR SY6T@ I TO B'L C(Yi NONE - \' \/\/ \/\ 4a'o/a OR LTTa4 PLATES•321, THE NDDE OF THE WALL STUDS AND THE 1 INSTRICTICN6. DETAIL D an % / ' / / / / // ' " ) '" ` EEG eNTb<O'LA4(6,(U iEfi' WALL HEADER OR STUD 1E[i D. WLAL1. - "- ATTACHED TO FAGFF STUD WITH(3)BL x i 7 a !B 9 SHEET 672 FOR D V� \ \ \ \V h� '•4'o/c IN fl)BTAfiOfEfRED 1401416.•• CONSTRUCT 1 1, ;a HRT*OR N PID2 . Aw THE TL TO TUE TOP PLATIE6 W,131 X 1 a I +�II ;( 6 :,I ,, .. to FOtNATION ARTIALL dia FLOOR DOWNNt LONGI'BU "dla A��VA/\ �VA��/��I / ••BOTTOM CHORD OP GAOL!'T10U66 MAY OE o s 11iUS8 I. t4 3 71 SII , i wo/c i I ; 'it Q 1TPE8/61YL1°b W000+Tis IMOa At BASE WtOOD•Tfs ROD /\\n\\�/�\\/\/\\' FOOTNG(S I,Rl6tANCEai VERTICAL.WALL PRAN7lMs MAT.K.CPW,Olt COMBINATION THEREM. N P W O UTLOOKM to P19R BPECIPIGATiON Ire. I I ' f N FITTIi OR Q) //,• 4 SW2 � (V opo FL OR YSTEM TO NJS"dY V/ TOP MATES RMBStAtlB.T ADJACEtT,AND o BrCL.OaED 4•o/e 6"o/e WOOD+Tts ROD FLOOR a7a1B1 TO WOOIMN ROD jAZDrt T'LAN Mi BE CONT IM&FROM FLOOR BELOW r0 >BOARD,DgR9LE W MAY DE SNEATHEDM FASCIA WITHEIR OR 150714 DEt6) I a i 4 4 j HK.¢■EDGE 'd HEADER OR 67 W CONNECTED TO,BOTTOM CHORD ABOVE.- OUTL.00KM ONLY. I 'II I I` 1 9 � DId'�I�` Q11 �� 4'o/t: a o/e POOR WOOD-CON ` THIS DETAIL PROVIDES AN ALTEM"TIV I I t 1 s. 14 J g AT BASE M CN,4NCsE IN PLATE NE I�sNT STI olVIA oNLAe LGI aA`;14 i I 1 E SWI (v►arn ae a)PtD+b tv HRrn (s)ee*YACRoaa lu%•dta Wooe-n. NOT TO SG41.£ Tt� E FRAMING THE SHEAR-111411 eoNrnuou, I I ;I oaf 3•o!c a•o/t: FLOOR SY6TEMT TO Sit TYPICAL C3dQBLE- IS DAE GE DIST-) HEADER OR STIR (MATCH HTT22 e END FRAMIMS DETNJL THE HtoRZOHLrAt EHIPATHNGk rH*DE7A ;J SILL t SHEAR COMIEGTOR,CHEDW EOMI aV 3'x3'xY' COL OELOUL W W E MMAEDW DOT E!"1 NaY'�SCALE k a l 11 (' �1; S-SHEETS)FOR SILL ft-TO-FOUNDATION r '' i ACIIORdRiE WHBG LI6IGG U►OR>•TTo 140D6 1. 1 N W-L a oAc ROUND.."i FLOOR Now-Dom W 3•x3li FOR ADDITIONAL 6FORMATtON AND SEE TRUSS I' 1 3•o!e ILLAQFER AT DAM �Fl�E DETAILS MAxMMM we I 'L1:1 i IFI i !li DETAILS ON GONt6116JGTI4s A GTPSU M i=+-t=�t-�.� ' 1 , a ;I t I [ '' YIAEFER CWY3 DIAPFNRaGIN,REFER TO REPORT !PALING NMN)"R SHEAR-WALL,MRNNG PARAL 1 I I I �I 3. l i DETAILS OfECIFICATIONS - ICC EER Wa 4 ESM Imli'GYP" E L+la -1=80 I and 1-OBI. EXTEND HEADER TO KNG STUDS 'I �I I`` STI NOT TO SCALE Bow®INTERIOR a EaagraoR FOR=,*T NAL I I s ;s :I' E k7er I)NARDIE�Ai�OR LP dMARr SIDING M AN A t Rc ALTE16L411vE TO THE DPECMM®Vli•THICK APA OR TECO-RATED UAW_ -� )TO APPL.ICATIONM,•.BE 9 v1i 6019iMIDOD TRWdb ICING 811D6 PER STRUCTURAL. MATCH EaG$NAIL NG .. . . ° ------- PATTERN POI! I (k? &,`I N, w, I` I l n $ y SHEA1iN1li ONLY P IDBtTTrEp as a1CH1 ON not a,,�L,c„LROL PLAN MATERIAL,RATED t INSTALLED IN6IALLATION MD: PLAN. EXTEND ONE KINS TO TOP o o . • ° • ° • ° 9{ a 7 I I , 2)OPB4MW ANDA M PB'ETRATIOM GIEAIM T4L''TYx12•ALLOWABLE ONLY F IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. AILS 1 I4b OF HEADER INSTALL REMAINING SPECIFIED SW d ^r #i ' i{ 1 I `I IE i i 2x 4 SPF BL_OCK11i AS RE42 D FOR RAZ>UU D-TOP 3)TOP a SPLICES IN SW t SMR DESIBIA7ED ° . . . . . o E ME LYIA L8 EHIUU.L OF MIG 4e'LONG W MMI(240 EVENLY-SPACED I0d NAILS FOR THE ArM'LHCABLE DE61GiN KING STU76 AS JACK STUDS AID (BELOW)At I 4 , a WMpORtMI,W e7)136c3'TOE-MAW S PEIR(9GD• 4)AT LOCATIONS WHERE MIN aP TOP! PIEWM4196 FOR THE SPECIFIC FIBADER PER b1RJCTUI4AL FLAK I,I ; I -i I' JS' MIK 1/16"THICK WALL SAP IS NOT ACHIEVED,ADD(7)MiaTA74o IONS EACH SDE OP e)CENTERED ON ICATTON %•THICK 1.4 8YP STRAP E-4cHt JACK To HtFA171BR •• • SHEATHING TO TOP Is M' I 'r II EACH SPLICE._ aV(2)lOd TO 116108 ON WSHEATHED BIDE W(U _ • _ GFIORD OF RDICATED I I, ,! ` j" !I I 6)SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE-P.NTU ILIAL I SMALL USE HOLD-DOWa SPECIES FOR FMT-MOOR DO NOT SPLICE- Milli PER P.Y. 1T CO v4l;:; 10N1 SHEATHING OR STRUCTURAL HEADER ADJA�LT TD mW APA-OR RA1t1n _ TOP t-PER CALL OUT am W-b-8 CON'ECTOW BHEATWM W v/wa/o ' "c I I OHEET-BONG W!1)ROW OF edl 2• o I i I I'I ! NAILS•3"oda AT TOP OF MAX CN STRJCi NtAI.FLAK .TOP a-TO-HE DER• RODS ad NAILING BLOCK ALL __ SHEAR-YW.LS WITH MMNMJi7 ATR (6fIF0 LMEL OR 71E-!TEAM)MGCREAEED TO 12•FOR VNdta AND B"FOR lsAi"sNa JOINTS MN.(2) • • • • _ EXTEND O ENO BIR STORY b)AT LOCAT'IO146 WIEIE AN N16410R MWl M> VOTED ABA 8HIEAR WlIW L,TIE WIaLL MUST DE CON EG71D t0 THIS D►APHIRAMT BRACED WALLS! TTACK 1°� I.I 1126,M IN,I CIR 28TORY ATTACH SNEATHMMs P4aTBd St4EA1NNG TO HEADER UV I I to W/ad j 1 I 6HHTNYa(N TO TOP e)AND At MAX 32•o/c U ID4MGPORTED PANS EDGE - l4AL 6 N 3•G1tlD PATTERN ae AC14 S B y,' B ( [I I I U I �{ i iy BOTTOM OF 814i(IN TO FI I ABOVE.tEFEIt TO DETAL WTi raw crinci 6_ Od 1 9r!, II. 1 �I rl HDR). E ADD1110NAL !� 6 ` f B 9 , � t-TO-HEADER CONiECTORB 1Sb,3'TOE-OR F TYPICAL SI'II� SHOWN 4 3.0%INTO ALL A74-- COMMON 4 11ii {'{ i , , t I;,I ;. I I ,, ^ W _; RP1i'D W 776158 UIGLR=rb END-Ni•KWG 6t4D R-WALL ASSEMBLY DETAIL 1"Mo/c 6d COOLER o k , , II l a h { i rt CIA00!FOR HIGHER UPLIFTS IF THE INDICA 3! �r ---u- ---u-- - To HEADERc 2Uatr HDR ST) NOT 71D SGL MEN'! (aTtDa DLodGMJr. 9 tY I uDE eaNEena4s AS - %!E aH,1 Y4• E oorlrwae b rr►Br�Tom PLATE aw atttb)(TTP1 lol1. l lal I - TED STTSHEATHING E I I �I { 3 - - ---- - - USE(6)NAILS, 2x•t 8( EIIO APPLM P TO THE OF THE TO HEADl9R MV Cl) ( I ( 1 SPECIFIED ON STRUCTURAL fl 1 1 I°. ( Ei BEDCED 61IRAt°8 r0 TOP IM IW 8d _X I, 1 r 4* r PLAN L �� NAN S 2x!7 t B�WOOD BOTTOM CFIOI�B MAY��// NTBi'�1ATE(NON-COpVM I°I° ARE NOT PRGtP LT COMMON•3•o/a f ' I I I BOTTOM CHORD( RAIB OF Iet1 Ni• CAEt-N-PLACE AT a1BlITLY,THE 3 b/e(7TP1 °. I PAINDATION POUR j I I B `I , JSIx3"TOE-OR END-NAiLA WNDOW HEAD-APPLICABLE ONLY �� TAIL 1OR8.USE(1!1 - 3 r tf , UAIEN UUq�OIU DOESNT AttACH HDRa UEE la MAILS (U IUOODeRt.Roo AD UACBif TO rJE ORA CED DY POICTAL FM4/W'E DETAIL MA7GH hI I°I e:. h s.; a 1 I •ICLNC•-61W TO HEADER rrup,raw IF__ CL►!b M ATTACHED TFE s I I I ,', HDiR USX(i)NAILS, TWO DETAIL FOR SIZE 4TCO,ONIECTIONM HEADER$BE TAOtE bCONV�RIONAL LU' (Lni 2xW, TOP PLATE MAY NO NOTCHED TO ORACAGCs( IOfLIN At RG►1T)METHOD THE CONTINUOUS,NOIR D T O THE )THE JACK 611108 PER 1 tiX PLAN N"Olt MDItIgJAL A BHEAR_WALL TO A W A ZOTER(W - __-- - DIAPHRAGM vIA AN ENGINEERED TRU l i I a 4, I i ` a 2xW HDRS.USE(s) 1 d 1.1 I REPLACED WITH THEY MAY DE ---- - _----- TO MALL_PPZK4 D THAT(U 2x4 Q FRAC A M 24. STRAr•Tia HEADER ON L9RM11N53 THE DHE Ale-uSAu.cOR4TMilOL W t4 c -1 �_ (I)META-SERIES STRAP ADJAOW TO EACH SDE OF N0a1r ■ B'-11/8• s w NALBs 2x12 4 ENG WOOD _ _ ALLOW PORCH BEAM TO BE LET N MAXI MU'1 ode 6P OF THE STI6JCT1lM Y.rM.N1 I°I a o 1- IP, }{ 2y.. f a __ 2x12,EIWC1 (U MIOOD4E IRC THE RIGID CEILING DIAPHRAGM MIGHT 6FOFMATICN CONECTOR6,ETC 1'�"'I t t k t+,�a g HORS USE 112)NAIL,. -T Ili _ --- •P.BLdd JACK-STUD To P F■ORCIN BEAM M ( N I !i� �--- 7L FEAD[R 7x6►BIL UDE LJJMBI!!(LEL.LVL 1'at.EIC) (SHOWN AT LEFT). d: WWooD•rts ANCHORING RODS.- MERMEa1A�wNegW► - / arm POST le ADDED TO Sac►+SDE uNeHEat aux W ,,..d.a�PMJEt erxb ew>LL °I°I i°I° STRAPS Muer BE 1 OP r■OIRCH DEA'1 TO,UI"P(7RT TOP , _ (u M6TA1t4 rr.R PLY, TOR A PANEL SPLICE lir ol.f- -1.1.1 -�oED THE HIOFMYONTAL SHEATHING.Tt4iB aE' 1 PER DETAIL 0/671,PACH SOLS APPL.ICAOLE W IxTALHEDA / 12•aT1MAPa,2x8 t TAIL E IN ADDRIONb(U ulooRO-71+riOD � BE BLOdKED.•aCCUR WI HIN °. I N6TALLEa W I pt OF EACH OPENING,W THIN 2•� 1R4N,q NS)CJLY.SEE T B� lMfilt WOOD Ii7RIL BHOtLD BE INSTALLED TO RAC14 (MGUMES UDE OF EXMWR-GRADE GYPSUM BOARD 2i 4 V*•IWX(MW(24/16 SPAN 241 OF MD-�. pL'yLgLI- I.I.I Iolo1 ApDITTONAL PC aP /�p•��/y�� I. I 8 JACK-AGINCw-STUD ADS®IDL7. FOR SIZE t CC7MECTION(62 UDLr 24•SURAS SIDE OF PGRGN OF-AM AND N WiMp USED WITH"PARTIALLY ENCLOSED'BUILDING TYPES) MDQ APA-OR 11�0-RA7lD °I° I.1. RBBAR PER SIMPSON 3LJ�.l L1LN.� MI6TA24 SHIOl1L D BE ATTACHED TD .. { II WALL aHi1ATHI tG BLOCK ALL *■NIMG FOR 1810RT ,. INSTRUCTIONS INTERIOR SHEAR-WALLS 1410 NMG PAR i (V SIDE Q EACH TOP t CENTERED i 4 tNfU +014TED PANEL EDGES M/ 24"MN FOR 2 STORY a P 1 JACK-a KNs-STUDS) (1)EPHH4-b-8 CON ECTOR ON THE JONT- P III I�Iq) 1 ra a t ) II 1 • SLE JACO-STUD TO 7x BL.QCCI4G. HIOIRI7.014fAL I 1 STHDWRJ SHOW i 1 i'I L USE(V LTTeOD $Tl WOt TO N PROPER II: III 1 eEi PAN iL ,11a E ), � POFWN BEAM MAY DE IXr p 1MG'D w bnllrclo 1*MIN.M*WMOMEW•1a �° I I I SPP IcarloN I 11I I J Ik NOTCHED AR0U6D TOP (2)6THDI4-B BEDS 2•x7'x3/I6•WASHER(TTP1 6 WINDOW SILL-SEE TABI E TO POLI DATION. USE(I) PLATE PROVIDED THE 11OTAL STRAPS H4•INTO I I i WITH WALL_ I g j I 1,( • FOR SIZE 4 COPEECTION(b). wrr*•IIB=(OR DEPTH OF THE 9WA'I N> FOUNDATION,USE )s1 61T I I 2x4 Itl13DOM BOARD I I�f E�R.1. y s MTERMEDIAIE 8H4FrW1R - S•'V4 UNLEab NOTED d4 THE I 1 FOR MOOR AND ( v I; MOLE)JACK-STUDS TO • 'EMBEDMENT 6114DI4QL WHas1 LOCATEi LIE"AT DAEE 7 L AT A C M ML4L1./BTL $ Co.CURD WAIL WA NG s i t 7 I FASTF?Ef*,PER SILL a UIBGDOUKB)AND / I-0IJDATIOK SWEAR CONNECTOMM --31----- a) S(. ----- I 1� j �' SCIIEDWI_E dG 6-SFEEt/ r-----n TMIED --r --- BTRUOTURA4 SHIFT ATIE 2A P2)AND OEGN I .. I I I; APPROPRIATECHOR 8i PER - T� " 1lDh�tT"A7 O 466 g CII , ! I I rM IN I r^ t , 1 ET A/811,iTP. NAL POST TO PONCH BEArMNt4 OF CU/Rb WALL. L L HEADER uY ll)16O11i OF RW D PLAC8 IMI f --I - i� STH 1 Nr 1 r 1 I ,� l ACCORDANCE JUG"NAILS•2"i RDOF SYSTEM FOUNADTION PER OTPUMIIRAI_PLAN. tUN.I FRAMING 11 9; , !4 IIB OP OPTIONAL(ILO. 9 R 6 g!;1� APPLICABLE i � I ACTUFER 2' ,� I ?�' I a;l� I; i Na1R>,CTIONb t G PORTAL FRAME DETAIL �- -- (2)140WB A•191 x 3• {1r a ! ,+ DIECTW 4 \-zx a GYP TOP a NOT TO SCALE I ll" j¢ e' I'I ,I, r • POIRCI4 CEN 1,SBE ILMI VIEW OF NAILS•b o/b ROMNL SHEATHING C0161lit DETAIL TRUSS TOP CHORD 81R1GTIMQAL SHAT '1L•THICK[MIN)APA-OR i t � Ip f�I'I ��I I �[ i I I I FOR MINIMUM am aw S1R1C7U4A_FLAK TECO-RATED SHEATWI N G,W & I It f L ' ER aR SILL tt0 MPH,Exp05UR'E C. p I 5{ i I.I EXTERIOR WALL-OF£NING li� g, FOR a7tD SI2E/bPAGNs b•J6 b/C ad NAILING OLOCG I p I g j i MAxlrast ar c r cow.ecnoN 11E(riMROINN 4 ALJ.UNSUPPORTED,PANEL HEEL GR EMD 11 7x CHIMNEY FRAMING, -- VERTICAL OF IROS 1 t I T MEMBER orvEN u4 I�67JIRED AT END$ EDGES W 2x OLOCK6YG 1 I I, i 1 , ( z REQ'i s' 9' 0 °' s' PORCH HEADER NIB bE1ob-as 61UD y,` 1 t ( t STUD POST-NJ-BBi OF FLYS TO TABLE POR SIZE,SPECES� MN V*'THICK(44/16 SPAN C_I I 2X4 5'-II" 5-l" 5'-3 5'-0" 4-0" 4.0.131 X 3"TOE NAILS MATCH MADW STUD POST SIZE 2x SYP BLOCKING W 13bn3' WPM APA OR 1EC0-RATED $ A i ( - �GRADE TO MATCH WALL NAILS•6'o%TO TOP OF TOP SHEATH CHIMNEY W 6A6• 4 MAX.o/c SPACING- r-r' 6-IPJ° 6-BUIL X 3"roE NA1L0 • • WALL SHEATHING ATTACHED TO I Illy � r I i"1 � , 2-2x4 $,_{�� T'-n° i'-� E ASSEMBLY t TO TOP OF PRMMIMs M O MM 4 BLOCKING 1 TAS•APA RATED PLYWOOD WK)OD HEKiH1T FOR t HEIGHT, _ d -5° �'-I" 6-0 31 x 3"TOE RAILS S7RlGTURAL CON ECT POR(.i4 FEAIDER AES@ SLY. HAR4E W b K ad OR USE OVERALL CHIMNEY - r Iii G , Y I-1X6 a'a" 8'Z" T' I i e i 1 W b Q oda ad 2x'6 AT CA4ERd •ALL U POIRTED PANEL 2-2X6 12•_4" Il'-8" II'-0" 10._6° 10'-r' 2-A3s's WisdX1}"NAI lt11 S P!M!DETAM.D/Sn 2-IAV trI t a it (11 3 I' ExiotwR WAL1lL ) ELGIN LMtfi PER ! Ir 7 L c �" ,I I R OR CULL Yl0 MPH,E�a'0811RE G E)ctERlg4 WALL-CN°ENMG HEADER OR CULL Q0 MPH,ExP004RE D. IF TI•E HIOUME*TTI DAN)U6S'Ys TABULE ON DETAIL PISTI OR GALL I EXTER 0R WALL- 443 HESE a1RAPPM'IG,RIB ER TO TIE f (1)MM OR(1)115 TOP 1/1I�1U our ON STTik:TUP/U.PLAN. " $ I'lli B"I 1 NrtaG FOR MAXIMUM 9PA AMIENW.FOR BTR M D DETAIL W6T1 7x4•e ETP DL OCKN6 OETIIEEAI STRAP FOR A ' 5• ^' ,4,-,,. ii i II MAXIISN $PAL''4E MEMBER GIVEN WALL HEIGHT COtt1EOTION TRUSSES OLEOW Gi4MNE7 WALLS CHALET t(2) I� s,. r CONNECTION= {ri i� �111 fi MEMBER GIVEN waciL HEKH �'D RE4aIRE0 AT END! FOR PEICFI SEAM CONNECTION DETAW.S. OR 1446E-t0-t COMECTq I t 4T ,I REG7UII�D ENDS al(4)131x3'TICS/9'D NAILS AT (2)M6TA24'6 FOR {{ ,t. "1 REa'D ° k F ,IIy ": w NO.2.SFP 13' 9' i0' II' 12' NO.2.SPP $' 9' i0' It. Q' SEE N LEU OF uaOo PANEL eHeAn4NG CEILING MAY BE CONSTRUCTED oP ANYpR A Eaa+erD aF ntoacr�To iEctANGtE ro A� Msa1�A.Hw � on 1 I g k 2X4 5'-m" a-a' A'-i"' 3'-0° 5-5" {-0 31 x 3'TOE NAIL$ 2x{ a'-a" 5-a" 3'-a 3•-O" z'-e" a-0]31 x 3"TOE N4rLa BETTER PIECDURE AM SWEAR RESISTANCE AS 5r1 OT CURRENT rDC APPRDKAL rK 1l TOP CFIORID OF TR4J66 OR COR419c OF a� 116068 aCHEDL4,E PPO r Y I g� `' • 5'-l' 5'-2" 6-mJ3i x 3°TOE RAILS 2-2X4 6'-2" 5'-6" D'-0" 4'-6" 4'-2" 6-0.131 x 3"TOE NAILS RAFTER.AT CORNERS Q IRAVF7eRJTRIba T TO TYPE TL 1 2-2X{ l'-1" 6'-8" 6 Y H RECTANGULAR CHIMNEYS,USE 014 2x4 BLOCKING, cu SkDB d SHEAR MLALI I' 6 1-2X6 Y-4" 6'-Il" 6{.' 5'-l" 5'-2" 6-®.131 X 3"TOE NAIL$ I-2X6 6'-2" 5'-6" 5'-®" {-6" 4'-1" •-013'1 X 3'TOE NAIL$ 2x6(ILD.2x'4)W(b)NARAV O t•RN'fM'is EEE arRuelWMeaL PLAN 1r^ `z? n I w 141 , t:. [113.0.t4)MLAW.81 I. I €7 I I 7-2X6 10'_5„ 0'_6" g_6,' l'-9• l'-I" 7-A36'9 W/edXl}"NAILS 2-2X6 8'_6" '1'_l, 6'_1D" 6-7' 5'-$" I2 `3`8 W/adXl I"NAILS i 9 I 'T - �s �i�i I PORGN &EA I TO STUD WALL DETAIL a RRR TOP CHORD °': SIDE VIEW u ca ;I' g 4 1 :1 r i� � a 11 i STi NOT TO SCALE I , r r V [ I J NOT TO 6CA1 ST1 NOT t0 SCALE Sti NOT TO SCALE `...! NING ''` ' ' C3 I ,iip „I k 4 t y1� It-0 }.,. Is i .'I } tt 13',1 I II}11 i I: ,I r i Ii II h + I ,I I I,I 1911{f,£ IC,x1 4II.: '� ..I,, I t SEE STI FOR VERTICAL UJAi'•.1" GONVECt1ONt I 5 HORIZONTAL. 14" CONC SLAB W/6X6 R IER 1 t11 I 5E£ STI FOR VERTICAL WALL CONNECTION. WINFORCEMEll CLEA,WELL SAGA*AV SATED FiLL f ale�- 5 DOWELS COt3JERS t 24"o!c 05F VERTICAL MAY BE USED _-- _ ------ THEREAFTER - BEND FROM END 4" CONG SLAB WJ bXbXiO/I0 WtP - 48" MIN =3. (TYP.VERTICAL REINFORCEMENT): 5 I OVER b MIL VAPOR BARRIER OVER AS BRICK LE _ ALL DOWELS m TOP t BOTTOM, y I y CLEAAt, LL GOMi'ACTED,CREATED Fitt ELOPE GRAD EMBED MINIMI("( 6 INTO FOOTINCs DOWELS • GOA t INDICATED o% SP I _-(U'4 W15AR CONT. tF'�R /48" INTO SLAB (GROUT ALL AGING THEREAFTERP4BOT - BEND ALL gJLOPE ---_----_ DIMENSIONS A I I I I= I ARE CELL D) IC S ALL CELLS SOLID)/ iZ° INTO SLAB(GROUT ! _ _ 0 �1?AD MIN.DIS GE O 4' TORY S �R? BOTTOM,IN EMBED MM 1= i I S DIMENSION �� _ DIST — — ,h r+ F -- III CLEAN FILL yo =1 2 STORY MN. • 24 O/C „ c8 6III—III— I i- —Ibi — I L�� 8 Z (TYP.HORIZONTAL ( TO 12 COURSES= 24"o/C ' _ I=1 I 1=111-111-1 I I=' $ VES►G. . 4" PAGING --� v I' +• EMBEDDED STRAP'S , • I ADD CLEAN FILL AND � • 12 < 13-112 COURSES: T} 4 DOWELS RE�r} f2) AG 12" f X-)LIFTS. 13-1/2 < 15 COURSES: 8"0% 1 I1 SLOPE OF W/O BRICK ADDITIONAL PIECE OF *•F __-_ CORtJERS tA48�o/cwR - BEND UA.?(MWii)LONGITUDINAL III-I CsRADE Si REBAR PER SIMPSOIJ - III=1 I=I I " Nt ,gB PROVIDE HORIXONTACED 10 ,AL/G II.WITHIN _ 8" CMU;FILL ALL CELLS ALL DOISJELa . 70P . I , I-( III i -T I -I W/13RIGK INSTIQUCTIONS. •+ �_� MINIMJM 6 N7o FOOTIt + III-I i 1 I I I- I EMBED (tYP� 3 MAX. BtEMWALL WEIGHT: ($) (GROUT ALL DELLS SOLaID) OF TOP AND OF " SOLID.w/:3fa00pet GROUT. ' { Wjp 12"WI OR(2)9 CONT. S" COURSES.FOR WALLS > ]$int �ti 1 cONt OR f2)04 MASONRY STl=1'1 WALL. I I li wi c+c 2m"wtDE(nrcLucn�Ltd)w/(sn OR(3)04 (5)8" COURSES HIGH USE W/ MCCK >6->0"uu LAP ALL REINFORCEMENT MINIMUM p uu BRICK 2m xi® uV((2)%CONT.OR(3)04 _I=1 I i I—I i II i 40 DIAMETERS At ALL JOINTS. DETAIL 1A/ST2 OR 1B/ST2 gT � g" phU;GROUT ALL CELLS II: -+5 HORIX NEAR M1D-HEIGHt. a I I W/ CRICK 16'WIDE WV(2)03 CONT.OR(3)'4 DEPENDING ON WALL HEIGHT. wio BRi 2m"xlm"uu�f2)%CONT.OR(4)04 I— (TYP HORIZONTAL i+ III I w/CRICK 24"WIDE(ndGLupINCs Li l wr(3)1b OR(4)"t u.V SWCK 24•xlm"W�II Cl OR(4)�4 SOLID. MAX (I0)COURSES. - I I ADD CLEAN FILL AND II i TMiPIr-AL ' ��Aj10N DETAIL TYPICAL FOt INDATION D#IBIL. Ir { I — I— WL-I(M I)LONIGITUDINAL G r1 872 NOT TO SCALE 8T2 NOT TO a" COMPACT N 12 (MAX-)LIFTS. -I I i WIMS SPACED h 6" IIISTANpARD FOotING SEE DETAIL BULOW PROVIDE HORIZONTAL _ REINFORCEMENT'WITHIN/ib° I ( I I 1 MFTOP AND 50TTOM C* ASONRY STEM WALL. a t s ilk •• EMBI�DED -_ - G; jl STRAP$,MUST BE S££ STI FOR VERTICAL WALL COPCdEC710N -1 1I I �I (- • � I INSTALLp w/ r� I/Z S i12" WIDE GONG.SELL TOP AT MAIN + MAX. 2 COURSES ICAC -I l �> ADDITIONAL SEE 871 FOR VE1� -1 I- 1 �, �. ,• I-I SLAB LEVEL.TOP-TO-GARAGE FLOOR ABOVE SLAM LEVEL. WALL GONNECTIG `L -I I i PIECE OF 04 VARIESt MAX '1 1/2" (HEIGHTS EXCEEDING (1r4 CONT. N SOte~iD GROUTED III_- 1 . '' b REBAi�'PER WIDTH BY MORE THAN 2" REQ U-BLOCK COURS> a i i I i I I I i i i I-I ai - 111 81MP501N ADDITIONAL ANALYSIS) INSTRU(GTIONS.•• TYPICAL SLAB q 4" CONC SLAB Wl 6x(PA0/10 WWF I } I OVER 6 MIL VAPOR BARRIER OVER. TYP.VERT. I stoRr FOOTpar,elze Q CLEAN, LL COMPACTED.TREATEt> FILL 6 � I I � taEiNF. - WIO BRICK W"xiP)"W/124 CONT. l n W/BRICK 2m"x�"W/(3)04 OR l2rFi CONT. I� p iLOPE _ - III i1 111=11 I i _ 5EE 1!872 FOR 2 6TOW II (GRADE _I II=(III-II II _ TYPICAL FOOTrING W/o BiRIdC 2V*l MV(3)4 OR l2rs CONT. I UV BRICK 24•xlm"W/(4)'4 OR(3)5 CONT. CLEAN COMPACTED S,tZE/REINFC>!?CEMEN7 y - ' SAND FILL III=1 I I I III I 1 I I=11 ofFOR STEM TYPICAL FOUNDATION — — €, rirllG, i�i!iIII �: _ �S SW or SP SOIL IME IONS aT2 FOR STEM WALLS WITH 6<10 COURSES t .h t PI l i i I 1 1 I e I � FOUNDATION AT Q NOT TO SCALE ST2 NO'T t0!(GALS i ' ! : I it 1 (� I OVERLAP SLAB RECESS SLAB 3/4'' R SLOPE.3/4" X 12" 'l a ',' 1 1/2° THRESHOLD EXP.JOINT A7 GARAGE DOOR �VECR MIL vBAWPOR BARRIER OVER tl ,r s1; � fq I DEPTH ■ STUD a 1�1114 (FROM I 1-1/2" OUTSIDE FACE OF;pBLOCK) CLEAN,WELL COMPACTED,TERMITE I I B I} ( 4" CONC SLAB W/6X&X10/IV WWF TREATED FILL IRE SLAB 3/4" FOR SW POYER 6 MIL VAPOR BARRIER OVER _ _ CLEAN,WELL COMPACTED,TRE 'TED FILL SAW OUT N t5 x15' GRID, 4" CONC SLAB W/6XbX10A0 WWF S DEEP WHILE CONCRETE OVER 6 MIL VAPOR BARRIER OVER - TYt' °`�-� ;_ CWiTWIN 12 HRS OF PLACEMENT) _ _ IS WORKABLE( - x GLEAN, COMPACTED,TREATED FILL. =1 I i l III 1= I-I1 I=I I - I III - I •�k 1ti 9}s �( _ �. .I �. ;III,j&f y ,��r�,�1 . _ 1=1 I_I I 1 �:�•�� I I I I I-1 111= _ _ __ BARRIER _ _ _ _ _ TYPICAL FO'K� 81 SFF�� ST2 FOR _ 6 MIL VAPOR III1=- � - 1; CLEAN COMPACTED - - - - Nh'I � c� ISI (III' =I�1=III IIIL—ILII=(III_ _ SAND FILL - - - - --I I-I i- >z" i I _(I)P4 1Int. I III -1 i t 1111= Nk 1 TYPICAL FOUNDATION S OPEO TLIRN= 129M EDGE_ r' .L JOINT-FOR CIRACK CONTROL ate 3 N AT ION AT S1CK.D. NOR TO S CAMa NPR TO SCALA l 3 Ir-nuNr�ATI AT SCsD. • –�- aT2 NOT to SCAt.S I' II ST2 NOR t0 SCALE 40VECR 6 MIL�VAPOR BARRIER OVER „ TOOUTSIDEiR SLK CLEAN,WELL COMPACTED,TR£A FILL 4 GONG SLAB W/bX6Xi0/10 WWF E 1 1/2 CLEAN,WELL COMPAGtED,TREATED FILL i OVER 6 MIL VAPOR BARRIER OVER I ' TYP.SLAB I -= I = VARIES ��"... • 1 . I I " _ -- _ _ BARRIER = _ — _ t0,t0 WWF 4 GONG SLAB W/6X6X M - _ i, OVER b MIL VAPOR BARRIER OVER IL VAPOR - Mill CLEAN, LL COMPACTED,TREATED FILL 3, I I 1711 III' _ — — — _ — CI�"4 CON –III 1= I 1 I-1 11= =_ ((, I_I PIGS-FOOTING - SEE i/STT —I I I _ - - C2J�4 CONCT. =1I 101111=i �,,, gtXE�NF� i — III — ��r -111=1111 I I =1111 : III;III - it =1I I II'I I i ST RY —_ TYPICAL FOUNDATION -1111=11 2 STORY) I i -_1111— x EDGE >�A�n�c . P 2QQ I G T� aret � 4 Fcxn�TaATION AT DOOIg'4$1LL. FOUNDATION AT DOOR SILL S1z NOTA I A S ST2 Nat TO SCALE HEADER BLOGk, OR � 1 f, t CAST m 4" CONCE SLAB W/6XbXl0/10 WWF STEP DOWN +I E k (I OVER 6r MIL VAPOR BARRIER OVER illi l I Ci I I Cl :xcF► OVER ,,__. -_ - -- CLEAN,4 LLFILACTED,TERMITE Il,l II Sul YA I S I k (' _i_ _• " COWC BLOCK STEM `T _ _� WALL VARIES -�= ------ 1 L. -1 I I 1=1 II 1= I-I(I _ T`O'P. SLAB SLOP£ ---------- _4 - CsROLkfl SOLID GRADE - - '- T SOLID I - _ •4fROWNp PIPE GRA =d = =I I ( I I 1=)I I 1=1 11 I _Ll . - - ARS PIPE _I I I I I�_ ,, GAL FOOTING I I — I - I I III—I CLEAN GOMPAC'iED — — SEE I18t2 — ig SAND FILL (�_� .. .. - I I I I I1 I III FOR SIT I I I I _ —_=THICKNESS 8 MIN. - DEEPENTYPIC FOOT NG - SEB I/ST2 III=III I I I I—III = I I =III= I I �� 1 KC OTING * CHASE TYPICAL FOUNDATION =I _ 't-- :.••:.. F�1R 51XE/REI FORCEMENT _ ' ——_ ■ NoN- + I I¢FF ' LOCATION AS REQ'D TO _ _ ,IA I1 �' l f FOOTING DEPTH. -) I I-III-III- I I I I I I I I- S� - - - I - NOR TO SCAt.E I I ��+�/ MAY OIiE USED AS SUt�KfltlF101t�!DE'i'AU.; FOUNDATION CHASE FOUNDATION W1 UTILITY C1�ASE 5 LOAD STEW DOWN ST2 NOT TO SCAI.IE I ate NOR To SCALE STANDARDFOUNDATION DETAILS i h F „ s ST2 NO?TO SCA A I I I MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION pTAILS II II ' Ij, ll i THESE DETAILS ARE INTERCHANCsEABLE WITH 'SNE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foul! C?Ir1„,NQ Wood vertical construction shown atop foundation details for idrity. Wood, TAILS ecce table - see STi for specifics, MONOLITi-IID FOUNDATION D p STEM WALLS FOUNDATION DETAILS. I 41' I TYPICAL FOUNDATION WOLO DOWN PER F)OXIED ATR (2)'4 DOWELS,PER TYPICAL I i isAD FOOTNG OR FoUNDATION 'EPDXIED W/MIN. STRUCTURAL PLANS I 1 IL,I,I �L, _ _ I Ill TYPICAL FOUNDATION b E MiBEDMENt.CENTER t4” N ■ " ,k \ \STA --� \FOU r�- V \ Ire r (i)5 VERT EACH = USE 3)DOWELS t L ER \ SIDE of STEM WALL TYPICAL FOUNDATION \ SLOPE (III l I I I= I I, 1!' IRllhl, ITh HEIGHT CHANGE HORIZONTAL 5'5 - I'I >b"-2®' ° n -I I I I-I I I- GOVT. �\ \\SEE I GRADE .- ° -a-- -- n--- SLOPE a =ZLEAN COMPACTED REBAR //\//�I/5T I; .I - - TYPICAL FOUNDATION VERTICAL GRADE > " O/C. a ° F III 1=1111 SLOPE GRADE I I I� 11;1L1 I I Is i n \ SGRADE TYPICAL PER CONT.RESi� al rug 111LEAN COMPACTED - GRADE \ \ I I ° it ° I 11 FOUNDATION \ I II e L---�J ----------- I Jl I CONT. DETAIL ' ;! { I I u �` °■ , SEE STRUCTURAL I �------__J 1¢EBAR / PLANS FOR PAD il' v� ` Ii I II SEE STIRUCCTURAL_ I II O FOOTING SiZE, ' oC __ __ o • PLAN FOR PAD i LOCATION t 45 . FOOTING SiM, PAD BASE 5E£ 51 LOCATION t i, REBAR SPECS. m TUIRAL + PER STRUCTURAL PLAN PLANS' REBAR SPEC S. ' E STRUCTURAL G r PLANe�f FOR SIZE, i l ; I _ 140MZCWAL fWeAR DETAIL VIEW FA PAD BASE REBAt�SCS. �S'�l��CIE�! PER SPS PLAN � � CLEAN Ga�rPAcrED � 24 reR m gTFP'1 WDLL W/ 45o MM. 872 NOT TO SCALD:' PER STRUCTURAL PLAN SAND FILL !� PLANS FOR SIZE, I' I �' i6 I $ PAD FOOTiN& FOR STEM WALL I PAD BASE REBAR SPECS. I I I LOCATION t I4 ST2 Har to Sc.�ot.E FACE VIEW sTRuctuRAL PLAN I k uet I ��HT G!-IAtE_ NOR to SCAt.E 11 i a: I 1 ST2 NOT TO SCALE til,11 i,. Il`h f 1 I [1 S I it 1 ST. JOHNS RIVER SITE I.� •� LOPMENT PLANS l FOR o k {te O I I DUTTON ISLAND—/ ROAD WESTI i Il I ATNTIC� — �r VICINIT 1r i SHEET ". DUTTON IS AND ROAD W ST SHEET N0. DESC I, 1 COVER SHEET 2 EXISTING CONDITIONS if AT ANTIC 13 AC RIDA 3 GEOMETRY AND UTILI 4 PA SIG AND DRAINA( i� 5 NWRUCTION DETAI ` 6 ERAL NOTES I II a� a r a. �I sp j ` x 4 f j�j 3 f� :I r a PREPARED FOR: If if ABI'TAT o- E i j � II 23j I� J I Uil ji �I r h y g ^ 611q� 4 I , ! f I I4 , � I1671 FAVENUE I 32233 ATLANTIBl-".ACH FLORIDA i 11 -! '. . Jr� iij if!i r Al 1 TA 3 U I 1 � If I, �t i f III I p I s 4€ ,z p I I 11 ° {�XFr, DUTTON ISLAND ROAD WEST iN CATCH DAA (FORMERLY CHURCH ROAD ) GRATE . ° r t 60' RIGHT OF WAY PAVED °'w. '� i INS. r , THROAT E, ....� 10,45 " 1 THROAT W. � 10.37 SET BENCH MARK: 11,73 � �.�� THROATS ARE 1 ,0' WIDE 12,18 1 `..10 00 ' MAGNAIL & DISK (L63672) INI SET BENCH MARK: IIr , 1 EDGE OF PAVEMENT. ELEVATION MAGNAIL & DISK (L63672) IN = 11,95 N.G.V.D. (1929) WOOD POWER POLE. ELEVATION = J UNDERGROUND 12� .00 N.G.V.D. (1929). WATER MARKER 1,94 81 11,48 .35 11,72 EDGE OF PAVEMENT.. CATCH BASIN { ,� x 11 ,5 , x 110 GRATE 11,16 UTILITY --°�UNDERGROUNO UTILITY MARKER TYPICAL I� N. — � UNDERGROUNDINV. , = 6.06 { ` � SANITARY MANHOLE � It II`I� SEWER ARKS ` . ` f8 108 IH€ T E. = 104 sfl .4, 7 F x 11 ,1 THROAT W. - 10,37 4 $} g� N88 36 0 E 7 FIELD WTie..I ER 4 TH ROAT ARE 1.0 WIDE o > > > FOUND 1�2 0 > » WOOD POW CABLE RISER REBAR, CAP N 88 40 00 E r3 75. 00 � � 98 CONCRETE PIKE N 88 40 00 E _ _ _ _ _ _ _ - - ELECTRIC POS 7 � . 00 _ L65488 �� Y� W • N88'40 00 E FOUND 1/2 REBAR, 8�' CHERRY SHERRY CLEANOUT CAP LB5488 12" CHERRY OUT UTILITY 10,E " CONCRETE POLE F I, tl,l't �� FJND 1/2 RE�gAR, CAP HEADWALL 1 a3 L IN's, 6.00 14" RINE Bt488 4" OAK � a5 li roll .1 j 11 4 li( lih 8" K 7f ,+..,8s PINE pp 15 TWIN CHERRY `.,�..f9 10,9 .3 3 1 ) oY t l31 k j 13.0 I RINE 10 TWIN OAK EXISTING TREE TO a € 11 ISI C,1 BE REMOVE T D YP a €^: P4CA il � �� sj I111 # ,9 lL1 8 RINE 1121 8 BRUIT O 18" PINE .. ! t x Y I #1 r 11 I NOTE: Z ul C (!� TREES LOCATED AND IDENTIFIED 0 BY BOATWRIGHT LAND � 10.0 � SURVEYORS AND PAUL FINLEY. Y I 0 14 I tl v M v ; I � 0 � � 1p1 N o x8.3 N 1 !� ` � I> ( ' (€ �� 1 N (12,3 O T 19 LOT 1 (� 11 3 0 o 7 V• i� SILT FENCE (TYP.) O ' 10,50 --� 1 { /- o d a + Z VJ N 11,6 — —� O D r� n9.9 x qggg //^� TREE BARRICADE cr C -P V� (TYP.) SII X kgE r gt ,2/„�� THE PROP Z 0 10 0 ER 0 1 ..� TO LIE IN FL 19 LAUREL OAK ., 10, � THE 500 Y z 31 TWIN LAUREL OAK p CAN N BE DETI ' I 0 I INSURANCE F No. 120075 r 11 ,8 1989 FOR TF 0 =-----w 1 4" TWIN LAUREL OAK DUVAL COUN I. IVg8 0:D C 40' �"`'� I ';I 0 3" OAK x 1 '. ;0A�26 W I N N .� 8,8`� v SURVEYo1 � 5 WC7 - 1. THIS 0 11, 1D 11 fi 0 2. BEARINGS AR .pg F�gGGE $ ll A--�_ g• .V .V .V v.o r l .; 0 ( 5� eY OTH $ 1 18.4 10.0 LOT 3 TO THE � 1 9. ER$ O `I' �►' �. 5<8 WEST, AS PER F 8. 3. NO BUILDING 4, BENCH MARK FOU 1�2" 8,2� •, .� ", �, { 18 LAUREL OAk I REB .� " � �. .� .►. .� L 5488 CAP S , $ 6RESIDENCEELEVATION 0.3 S. WETLANDS FL WATER OAK LOT 2 E � � �, �, y w 8,8 y. SI `! 3 I `�� {II l � � W � W W W W W W � 4 W W W W W L 7.2 9 8 8 'V/ SURVEYORS LEGAL DESCRIPTION: LOT 2, STEWART SUBDIVISION SECOND R P E LAT AS RECORDED IN PLAT `I' J' J, CID SURVEYORS PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL BOOK •�6 33 LEGS COUNTY. FLORIDA. 00 LOT 3, STEWART � N NV BOOK 46 PAGE I ;€ P 1 I �EI r �� x ; !I I� I 1 1 IF 1 `� .i. .�, moi, 8,0 COUNTY, FLORID 1 , ,, � t�� _ — — 9.7 if [ o > » f o I1 I ,6 d� 7 » > F FOUND CONCRETE & 8 8 0 0 o W 7 5, o o M �JND CONCRETE MONUMENT, NO CAP S 8 8 4 0 W UMENT NO CAP S88°40'00"W 74.91 ' CALCULATED ) S88-40 00"W 75.10' CALCULATED f 1 S I i E � I I } I Z � �� pjg I I ;S. i LOT 11 F LOT 13 LOT 12 REPLAT 1 I , STEWAR T SUBDIVISION I PLAT BOOK 43, PAGE 56 1� I 11 r !I f ffffffffp i r { i 1 `"34 F f I tk ' f CONSTRUCT 1.5 SADDLE TAP Qq 6 " GATE VALVE (2 EACH)1.5 , DUTTON ISLAND ROAD WEST CATCH FORMERLY CHURCH ROAD GRATE BASIN6 I s.�draa'..;.-". �iilYY Il4,',�,,•�f:,1I,�l��`i,t{ffI ji�137t..kGG��.II.I�I.,._i,,b,,e.,,..�te- x,k�, ��I . ,I = CO rr.': ........ WPAVED60 RIGHT OF WAY 5 �5 W .. .' . . ..: �T€r� , ' IN THROAT E ( ,45 DIRECTIONAL BORE 35 LF 6" THICK CONCRETE DRIVEWAY THROAT W 10 .37of 1.5 WATER SERVICES BENCH MARK: THROATSARE 1 .0' W ISE, (2 EACH)MAGNAIL & DISK (LB3672) IN SET BENCH MAR K: „ ENTRACTOR SHALL ADJUST OF PAVEMENT, ELEVATION MAGNAIL & DISK (LB367 2)6" THICK CONCRETE DRIVEWAY SAWCUT AND REPAIR MANHOLE TOP OR CONFORM11,95 N.G.V.D. (1929) WOOD POWER POLE. ELEVASIDEWALK TO DRIVEWAY FOR SMOOTH GRADE (TYP•)2 DEP RO 2' (TYP.) EXISTING CONDITION TRANSITION 12.00 N.G.V.D. (1929) WATER MAPPER (IF NEE DPAV, MENT PST • CATCH BASIN 16 )..�i.s d�,;..,..5 t 3„....(.....,..',.,.”. r` . ...e J., ,..�,...:..t.:•.� ........::. .::";a .:.:..: .:.. �N.O.:i..e•,�:� j,: �naR}' INV• S, X03 SANITARY MANM4 EWER 4 4 THROAT 1011454 FI 4 W. 10,3 7 , - ¢- : T � I I iI I ".:::s.� .: �., ox 4 W ....:::..i �s. �rI'S ry THROATSAT S A P E 1.0 W I FO2 :: I U1 EP �0qCONCRETE PL REBAR ELECTSLB5 8 8 40 FOUND 1 2iBAR 14 CHERRY CAP LB5 NPETE FUND 1/2" 0 HEAL BAR CAP ! • x.00W WATER AN L 54s8 3/4 EER WATER SERVICE AND 3 4 METE CONNECT EXISTING 00 SANITARY SEWER LATERAL CONNECT TO TING 8f ��I1iI-•4I,�I!I It�,= � -- /`-1�,�aaJ.►/ , I••I I PIN II•I a w • B.fII•� II• ppb •� . . EDROO. N Ii /I I:I• _, • O �-,- SANITARY TARY SEA, Rm" LATERAL5 R.LI 1715' e1(2) 699 B.R.L. ZI5 B.R.LCLEANOUTS 5 CLEAOUTS ATB BUILDING AT BUILDING I �j f 14 .51' T RY 2 ST RY2 SC/) IQ3 B3 BEDROOM ill LOT 1 � T "IN Occs VLOT 2 SITE DATA . o z 46 F ! 4 1. ZONING: RESIDENTIAL GENERAL RG � LOT 3- SI T I €,�: airj='p'uiI�IaEry �s,n}tt I'IIih .S �€k €��, t��, I�It r€ka.I=lI��:aI1 iK� �, .�P�kIpu x;�L,�:�'. t;S;,�lII�, �,z�,•,,i.'; �°��ay'p9� . • II I I•'�U. r©� E M ZONING RESID 10 T 2, LAND USE. LOW DENSITY RESIDENTIAL (RL) 2. LAND USE: LOR IR PR POSED 03. MINIMUM YARD REQUIREMENTS: FRONT: 20' 26.00' SIDE: 51 17.50' -P FRONT:20, 80.00 O 3. MINIMUM YARD ' MINIMUM �314. MI IMUM LOT WIDTH. REAR: I• • / -- • 19LAUREL OAK ''— • ,i • -- — SIDE: 50f . f (AT BUILDING LINE) 4• MINIMUM LOT N � 5. • MINIMUM IIMMUM LOT DEPTH: 100' 140.0 0i rII , �, '��/�►• Ji •►• .� .._�►'�.�►. � .��.��' �. .� �►.sI .►i ��►• A.►• ��►!.' •� ..�li ��•w►�� .�►�� ,f ULOT AREA: 14,500 SF 44fTWIN LAUREL OAK • �. -�-.sl.i — v�►., .0�....�-"'�•J ` , 5. MIN IMU M LOT D ,6• 6. MINIMUM LOT AMAX. IMPERVIOUS SURFACES: 50� 20.8 07• 13 ' OAK WE 8. MIN. FLOOR AREA (DUPLEX) 900 SF 7. MAX. IMPERVIOIOGp 1,300 SF B(TOTAL FOR 2 FLOORS) 0 8. MIN. FLOOR ARI Y S O Is FOUND 2f REBA GAP SL$5488 �. .►. 140,NOES: LOT 3 7" WATER OAK LOT 2 NOTES:T 1REFER TO ARCHITECTURAL PLANS FOR EXACT w BUILDING LAYOUT, ` ; d III � �• � W ' W W W 1/ v' v' _ `(� `►• W .� W 1, REFER TO ARCI- 2REFER TO PLUMBING PLANS FOR EXACT UTILITY BUILDING LAYOI � 'd ICONNECTION LOCATIONS. 2. REFER TO PLUN CONNECTION LO h 9 0 \41 N101 NV %4, / 141, %4/ %401 v v NI. .V F UND CONCRETE FOUND CONCRETE S88040'00" V75. 00 M NUMENT, NO CAP MONUMENT, NO Cep S88�4000" W 75 . 00' ai S88•40'00"W 75.10' CALCULATED S88.40'00"W 74.91 ' CALCULATED LOT 13 LOT 11LOT 12 STEWART SUBDIVISIONREPLAT 41 PACE 56PLAT BOOK 43, if I r f I 01f:F _ € .. i � I I , L ,� I�, � �� L,� ��,l, NNN Is I (( 99 I - 1I I P I ri t i pp DUTTON ISLAND ROAD WEST ` OATH BASIN FORMERLY CHURCH ROAD ) }, GRT _ . F $ P VED 6" 60 RIGHT OF WAY A W W IAV, S. 6,06 3 I, THR `I THROAT E, = 10,x-5 � a III � IT�PT W. 10,37 III � I I I 11.x TIL T ARE 1 ,04 WIDE !it SET BENCH, MARK: 11" 11 , 0 SET BENCH MARK: MAGNAIL & DISK (LB3672) IN 12,16 1x.10 DRIVEWAY SLOPES TO CONFORM WITH I E�'ll EDGE OF PAVEMENT, ELEVATION NEW SIDEWALK (4 FT WIDE) BY M�IGNAIL & DISK (L63672) IN s'I � 6 d ,', � = 11.95 N.G.V.D. (1929) ATLAN TIC BEACH OR REMOVE AND WOOD POWER POLE. ELEVATION = tiM I i „ I �II � i I s fl '�'• REPLACE TO ADA STANDARDS 00 N.G.V.D. (1929) 'sWT35 1111,46 3 UNDERGROUND 4 " 1.0 11 ,7,2 EDGE OF PAVEMENT 11 . 1 CAT�"* BASIN f, I sXXXX Ln .:. :::: 11 ,16 {p ung /.: 11.101 11.601 ,�. 1 . x ! 5-99 .. .. 11.301 IL �� _ 11.301INV� S, �j 0 .. : , : I 6,06 , „®. 1 -- -�. 1 , T R0AT E. 10. 3 SEW �� °� ly ,"r•- , 0, f I r'� I I. I." I 3 T i :'....""�..,.-.._ I , . f;, ;� Ps� °4. F `. 1 ,1 TROT W, 10,37 I I .q >,: ;.; � 1 �i THROATSA1.0 WIDE I I WATER W 1.5* , t FOUND • � �. � : _... POW 'ISL _ W00� � CONCRETE 1 2 � X00 L I ! :' .. 12 11.00 o < .: R CAP :: : <: :.: '� .� � _ � :::. .:.11 .13 - _ ILI 12.30 _ , : : , 0 _ E L854 ( . 4t - 0 4 E 133.00 ELECTRIC � . ,��- N88 0 00 E---��- ; , qR i H�R FOUND 1 2 REB {w� e�..>b�' ;.; ,: ;::c , :01 .40 r •� :: : i �' 1`�d, ,,I / '1�:` »: >::. ::. >: . . _ :. :: :: _ ITII..I x 3 1. 85488 ::>: CONCRETE CAP L k l T: 0 N " E R FOUND 1/2"o HEADWALL REBAR, CAR �. 13.3INV� 6.00 , 85488 XXXX3 L 1 , I , I r- I 3 1- 1 ..t r • .,, .,. C1-'I ERRS ; :; .I 1I T N 7 I t XXX ! li (/ Ix. IXXXX o I. I , I 8" PIN ( L. R L_, ' 4.9 5 , I •� I 17CAo � 3 tk I 1 .3 I o) I . 5' B.R.L. Z kk �k I I 131 k 5 B.R.L. I I FF 12.90 FF 12.90 11 �0 m � I � �� i F I y t t , r V • t � I liI I I 0 � � 2STRY 2 ST RY w I 110. " M I OL I 3BEDROOM m 12+ 3 BEDROO i N I k � 64 LOT 1 V I X111 . I r�I +. 1 I � z -10 0 kA CE (TYP.) I I tC� t ILII �L';i ,Ia�. ' B.�.L. • �. I , �l, N 1 .0 10 t _ o010LOT SITE AREA SUMMARY: TREE BARRICADE C -P I CTi s li - . . - . • - � - - - �: I I ' .... . . - . . - 1,- . . to I LOT3 - sl 1 I TOTAL SITE: 10 F "_ 0 ,500 S -T-- 3 4 4 i :I R it E YJ • IV �..:. • Y' • O I ` 2. ,,i 14, 1 EXISTING PERCENT IMPERVIOUS: 0.0% 1 ._ _. - -- - - - - ._ 1 10> ` TOTAL SITE: �''` 1 Ct EXISTING PE I PROPOSED IMPERVIOUS AREA: O O 19`� LAUREL OAK 1 1 1 .3. u � 10.210 PROPOSED I ILDINGS: 1,280 SF 311 TIN LAUREL OAK BUILDINGS PAVEMENTS AND SIDEWALKS: 1.004 SF O _ �' TOTAL: 2,284 SF PAVEMEN' TOTAL: PROPOSED PERCENT IMPERVIOUS: m z i Q il' I I 2,284 SF / 10,500 SF = 20.8 r I 11 , _ PROPOSED 2,284 SF " TWIN LAUREL --12 � RETENTION BASIN CALCULATIONS: 10.3 OAK 1 .v .� �, 8 -P RETENTION E i IIS �; 'I' VOIJUME REQUIRED: `-- - 0 �.6 Bei IIrI n � II : �I f V = CA(R/12) .� �, yyETE _ 11 VOLUME RE( COST C� FLAGG DS �� E A .k .� �. ./ .� 0 1 10,0 v (0.37)(10,500 SF)(9.3"/12) = 3,011 SF �V ED BY OTH S 1 0 POST �/ - CAR 120 .7 `I' R$ 0 �V �8 .8 (0.37)(' PRE - ( / ) / " .v � .� .� .� �. �, FOU �2» II 0.20 10,500 SF 9.3 12 1,628 SF x 8v `I/ J' `� `� `� `, `� � � µ ( )( )( / ) VPRE = C REBA , CAP 7,9 8r (0.20)(1 Iuil , �. � .� �. .� .►. .� L�5488 S { I R 1 �1y TOTAL VOLUME REQUIRED: 1,383 SF �' N � •l• 14o, � � % �, J, , A LOT 3 x 8. TOTAL V01 k' Tj �Ii VOLUME PROVIDED: 7 WATER OAK 8,`3 " ' VOLUME PRC 3 I ELEV. 12.0 2,335 SF •� •� .� �, LOT T .Ii .li w .►i .Ii .I. i ELEV. 12.0 1,405 CF ELEV. 11.0 475 SF v, ' ,0 I, TA P 1 TOTAL VOLUME PROVIDED: 1,405 CF L ,4 ELEV. 11.0 I - -- -dT- �- I � � � � N � �( TOTAL VOl 8.8 1 E �� I illi I � I' �`� ° `• I vi .V vi .1r � " q, J. vi J. .V •V v, 7.0� I � 7 T cu W W sl ; ' i- .y I it j x 7.2 7•2 X8,0 .9 t ff 4� 9.7 � �/ yr k�l N, -- - - - - _ - - Q Q, > » -7 > F UN D COMFCRETE Fi I! 1 ' 1; '. EI FOUND CONCRETE 8.7 0 �� F SSS 4O OO W / 5. 00 M NUMENT, NO CAP ' MONUMENT, NO CAP S 4 0 0 O W 7 I� • 0 0 • MON S8 , ( S88 40'00"W 75.10' CALCULATED I I S88 40 00 W 74.91 CALCULATED L 0 T 13 LOT 12 I LOT 11 r I � �� • I T E W A R T SUBDIVISION R E P L-A PLAT BOOK 43, PAGE 56 i �r I iI I,. 10 i!t - UA 4 OPTIONAL POST POSITIONS PAVEMENT CURB METER BOX do COVER z CURB STOP COUNTER 20' TOWARD FLOW E PRINCIPLE POST POSITION I JOINT CONNEC, ' 3 z CORPORATION STOP METER MADE E6� CITY OR PLUMBE I (, �• � I 'I � s'� � ;I I I '� l2 IF APPROVED i= 10" MIN. t � n FILTER FABRIC UNDISTURBE WATER SERVICE LINE. LENGTH VARIES SOIL I I I _�- r � f . • _ + 22,5' � I � / ' SET METER ON UNDISTURBED OR COMPACTED SOIL / SILT FLOW SILT FLOW ( l l �— _.__--- I k sly DISTRIBUTION MAIN LOCATION OF MAIN MAY VARY. ADJUST CONSTRUCTION TO SUIT CONDITIONS. ; 11�. U�,•- III ��I� .1=�..�..� �.1.�� NOTES* w PORTLAND CEMENT 1, METER TO BE LOCATED AS SHOWN M PLAN VIEW, PLATE NO. 7 6 CONCRETE, 3000 PSI 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. POST (2" X 4" OR fJ ° , y ,� �t 1 ! x. 113 - . • , • % � i I � 3. METER BOXES TO BE PROVIDED do SET BY CONTRACTOR. METER s • ,• , ' �,•••• 2 1�2" MIN, DIA, BOXES TO BE DOUBLE WALL PLASTIC w/TOUCH-READ LID, co °t - r if WOOD STEEL 1,33 6' MAX, I 4, CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER & MUST f1 �i , Ird,;� ,� � �' iv '"`• •' :. ", LBS/FT. MIN) I i �; ( � I € BE INSPECTED BY CITY , c I • . 1 l I 's WATER METER DETAIL 12" STABILIZED n SUBBASE, LBR 40 NOT TO SCALE § € 0 �` ; l I,` 2 0 E SII k CONCRETE PAVEMENT SECTIOl` I I �� 0 = NOT TO SCALE — - - - - - - - - - - - — _ Mae I SEE NOTE #5 "ILFILTER FABRIC; °i s f 9' FULL LENGTH OF F�NIPE - (IN ' co CONFORMANCEy WITH I I I CENTERED AT CROSSING. SEE I t MINIMAX COVER NOTES. SEC. 985 FDOQ� SPEC.) (NOTE 4) LOCATE WIC, SEE NOTE 3 CNISEPARATIO MECHANICA 22)k' OR 4 JOINT11,4%(SIZE TYPE III SILT FENCE DETAIL VARIES (SEE VARIES) + NOTES 1&2) NOT TO SCALE SEWER ORNONPOTABLE , WATER MAIN r � f ' t� RESTRAINED JOINT (TYP,) R/W LINE Lb- �' l SIZE AS REQUIRED PROPOSED WATER MAIN SIZE WATER MAIN PROPERTY LI & TYPE VARIES WATER MAI MIN. WATER MAIN i INE ftX PROVIDED AND INSTALLED BY SIZE VARIES ROADWAY TO R/W LINE VARIES r ETER s I 1 ( THE LENGTH OF THE PIPE TO BE RESTRAINED i CONTRA ON EACH SIDE OF BEND SHALL BE IN EXISTING CONFLICT I�IpE RESTRAINED VARIES VARIES / §TOP AND METER �� o ACCORDANCE WITH RESTRAINT JOINT BORE AND JACK UNDER SEE SPE/�� I E a : t JOINTS I = SCHEDULE. SEE DETAIL W-31 A OR W-31 B UNDISTURBED PAVED ROADWAY AND CURB 1-1/2"x3/4" RED. CIFICATIONS AND STANDARDS ( ) 1" SCH, 40 PVC EARTH SEWER MAIN as� SERVICE PIPING ROADWAY WIDTH VARIES 10' 10' w yl I n n R �� NOTES: 2 GATE VALVE 5 TYP. 5' TYP f CASE A C OSS G — — PROPERTY LINE NOTES: 1, WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN. THEN THE WATER SEE � MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH «THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTQt TO 98?'' /2' scH, 4o PVC 2 xt-t/2 RED. L� (, ° SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE• OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, " E,I SII �pp 33p �j I� WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON SERVICE PIPING 2 TEE SCH. 40 ASTM D 1557. UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. g" MAX SERVICE TEE TAPPING I CONTRACTOR TO I ,:, 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED SLEEVE OR TAPPED 1-1/2" SWING JOINTS CONNECT; TO PRIVATE SERVICE l ` " I ( �1• BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL W-10 AND W-11 f COUPLING, SIZED FOR MAIN 90' SCH, 40 PVC WITH NE THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIIQI T1M0 EACH PESSARY COUPLINGS, FITTINGS AT R 1g eI � ,� r I € WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR /W (LINE 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44, NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF f ' { y ,!{ fl j ! , 4, THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" �- :, I (� ,• � � I I • � '� �I � �,_ � ; ,x t, � (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY J�€A, THE l ' " " SEWER SEPARATION DETAIL f COVER FOR PIPING 24 SIZE AND LARGER SHALL BE 36 (MIN) IN PAVED AND- AVER PLAN VIEW — DOUBLE DOMESTIC SERVICE AREAS AND A MAXIMUM COVER OF 84". UNLESS APPROVED BY JEA. �f p NOT TO SCALE �S DOUBLE STRAP 5. IF UTILITY CONFLICT IS LOCATED IN A NON-TRAFFIC AREA (NO TRAFFIC LOADS) ASID THE 1, FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIAL%. SERVICE SADDL NEW PIPE IS D.I.P.. THEN THE MINIMUM COVER MAY BE REDUCED TO 24 INCHES (ONLY IN THE r ' ` 2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL P AREA OF THE CONFLICT), ALL NEW WATER LINES HAVE BEEN TESTED DISINFECTED AND CLEARED Folk USE. Case X WATER MAI I Crown 3. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY UNE, INSTALL METER BOXES JUSTt OUTSIDE Cold Mix _ RIGHT-OF-SWAY LINE TOWARD HOUSE r ADJUSTMENT OVER EXISTING UTILITIES -- d d 4 O O O O WATER SYSTEM TYPICAL DEVILS u MECHANICAL RESTRAINTS o c1 O O Limerock Base D O I O O O O NOT TO SCALE NOT TO SCALE ,�/,,�/ " T-180 USE LONG RADIUS 45' BENDS STS T RD 6 Limerock Min. p• 3 � 9$� Com AASH A9hR0 ( 7 s, ! ` `. :r• ,/ CLEAN-OUT CORPORA' I:I it I SANITARY SEWER NOTE: FOR DOUBLE WYE USE NECESSARY FITTINGS Temporary Type I Repair /— MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. COONFORMI NOWO 30 deg. DEPTH VARIES MINIMAX COVER FULL LENGTH OF L.R. BED 2' TYP, LOCATE 1pIIIRE 1" Crown f I kl E (SEE NOTE#4) PIPE CENTERED EXISTING Cold Mix WA►.TE] (SEE NO-M#3) I PR RTY AT CROSSING. (SEE UTILITY PIPE - - _ - - - - — P NOTE w , LIN I i x ) SEPARATION 6 i � 1 + VARIES (SEE Limerock Bose Q p Cs O O O s" SERVICE #I NOTES 1&2) PROPOSED Q Q O O INSTALL STANDARD 2 TYP, O PIPE. ALIGNED WITH i PROPERTY LINE SEWER WYES ��.�� / // �/ e 0 WATER MAIN /� 45 d W/6" PLUG AT END. 11 iI i c I € VARIES SIZE & TYPE 989 Comp. AASHTO T-180 WYE w CONSTRUCT 6 WIDE X 6 DOUBLE WYE PLAN STANDDD�D CONC. COLLAR . MECHANICAL JOINT 11Y4% 4- °° THE LENGTH OF THE PIPE TO BE Temporary Type 11 Repair CLEANOUT r + 13 g' g' 22X' OR 45' (SIZE VARIES) Ind I RESTRAINED ON EACH SIDE OF MINIMUM MINIMUM BEND SHALL BE IN ACCORDANCE PIPE Ditch Width(W) +4 Min. WITH TABLE FOR MECHANICAL RESTRAINED JOINT (TYP,) ConsistentWExist Replacement XI T AND FINISH GRADE INSTALL CLE�,NOUT. SEE DETAIL RESTRAINT LENGTHS. (SEE SIZE AS REQUIRED DETAIL W-31 A&B) 7w To ,�w � Smooth Saw Cut . j . " EXIST. I; it I 6 w n n 1? Min. . . �j I@ CASE B CROSSING SANITARY (SEWER Sur#oce T O Limerock Base O O T O BANK W AF d Q O O DITCH SE VICE DITCH 6" SERVICE PIPE SER NOTES: �i G 41 y 1, THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO Q,. `�' A NECES ARY I � 1.0 X MIN. SLOPE I STANDARD OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR Limerock Replacement Base IP' I 989 PVC SEWER TEST, ASTM D 1557 LBR 75, 100 Max. Density _ 1,5 — WYE, 6X6 � z — h AASHTO T-180 Ditch (W) r � 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11) T H TAILS FOR BEDDING Compacted Backfill 98% �- � AND 1�AC I N STOPPER OR z I` 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44, v F t E n ! l l J I�I P �, •' � � � ♦ CONNECTION ' Max. Density AASHTO T-7 80 : 6 VC — �'I; w NOTES: P TO EXIST. LATERA I 4, THE COVER FOR PIPING LESS THAN 24 SIZE SHALL BE 30" (MIN) IN UNPAVED AR .p,, " �� j �� 1, CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET 'VARYING FIELD CONDITION 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY JEA, 12 M�� 12" Min. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND Varies 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TfRANSIT10N COUPLING. NIS f _ 4 t UNPAVED AREAS AND A MAXIMUM COVER OF 84". UNLESS APPROVED BY JEA, 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDp AS REQUIRED. a Permanent Repair TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. Q; � '��° i I�I ^�' � �, ( } ' � � '� � 4, IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE. INSTALL CLEANOUTS JUST OUTSIDE RIGHT_OF-WAY P LINE TOWARD HOUSE Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. f IIP ADJUSTMENT UNDER EXISTING UTILITIES SECTION P MECHANICAL RESTRAINTS PAVEMENT REPAIR DETAIL SANITARY SERVICE CONNECTIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE f d�9 a,nh IAp+ L '� b 0. °��I w _.W 4 r' '� i ir�I"w� i" i.�. p rt , , .. �. i - I, � Ili (� . 1 I �! I 1 II ;Es 4` jIf I , 1 4I T 1 " II : II 3 t '" j�j �,ji, , - : t I4I� ! �d {i , "y S " Y' V.'�, �,' . �' � �11,, ' it � I L I : I k ,,4 as , ii-k�,,�i�'l �a �., ' i.r ' ' � �r iL ff � � ' GENERAL NO1TES: GENERAL NOTES FOR WATER AND SEWER INSTALLATION: — STORMWATER POLLUTION PRE k {. il, P. I g3. EXISTING ASPHALT SHALL BE SAW CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET .�1 !ii1'` AT RIA SHA E IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS t, THE I TH XA T ATI A TILITIES AND FOR PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE 1, THESE PLANS INDICATE THE MINIMUM E 11 : s I'., � "I � � � � 1, ALL WORK AND M E LS LLB (CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING E E C LOC ON CN' LL U I 11DAM DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDDINATED WITH THE PUBLIC WORKS INSPECTOR II ;I "� OF CITY OF ATL—ANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION, CALL UTILITY CONTACTS AND SUNSHINE STATE THIS PROJECT. FOR ADDITIONAL INFOR 1 i �'' 11 I, ' .I ��'1+ i RK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE ONE--CALL SERVICE(800-432-4770) 48 HOURS IN ADVANCE OF WORK, R4, THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER TO "THE FLORIDA DEVELOPMENT MANU/ DETAILS. THE V11t0 SII ! �; X11 ;�i i RECOMMENDATI( S SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY 2, THE (CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE PIPES OR OBSTRUCTIONS AS REQUIRED. FROM THE STATE OF FLORIDA DEPARTN a,l ' '{ ; it "`' 14 ii' I ! OWNER IF MORLE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. CON ITI . ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION, THE CHAPTER 6. THE CONTRACTOR SHALL ONS. 11 !{ ` � OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF AS REQUIRED TO INSURE CONFORMANCI j ` '' 3• CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN AND MAY NEED TO INSTALL ADDITIONAL AND/ JEA SPECIFICATIONS PERTAINING TO THE JOB. �'1i 'j 2. ALL WORK SHALLL BE PERFORMED IN A SAFE MANNER, ALL SAFETY RULES AND GUIDELINES OF CONSTRUCTION AREA LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS IF A WATER QUALITY VIOLATION OCCUR q' A r ` '1'''f #;s ' ;4 wx O.S.H,A, SHALL 8E FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY 4, ALL MWATER AND SEWER WORK SHAII BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPEgFICAT10NS MAY BE RESOLVED. FOR ALL DAMAGE AND ALL COSTS WHII i ' !I {' " '`I ' ' ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY FEES, CONSTRUCTION COSTS AND FINE! i "' :_, I INJURIES OF HI§ EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING UNLE`aS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REI'ERENCES JEA SPEgFICATIONS WITH 11@, I II' I' !' THE COURSE OlE THIS PROJECT, ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H,A. EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. REFERENCED AND RECORDED ON THE RECORD "AS—BUfIT` DRAWINGS. THE T A T R I R SPONSIBLE FOR ii , g I' ' I' i ' REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS 2. E CON R C 0 S E �2 , Liu ,, jyP, d,j; 5. UTILITCY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY ATLANTIC BEACH ;? tk 1 BID. PUB4IIC WORKS DEPARTMENT 247-5834 . TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE g7 SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT PRACTICES AS OUTLINED IN THE PLAN. I Ik1 ++ Id g ;i, ( ) PAVEMENT. REPLACE MIAMI CURB AND CRITTER IN KIND. GRADE TO DRAIN. MANAGEMENT DISTRICT SPECIFICATIONS � 11CONCTED TO THE EXISTING UTILITY SYSTEM. �; �', , �a 't=_, ,; 6 ;;,1 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE 3. EROSION AND SEDIMENT CONTROL BARI ' I' I'= ` It �9 ''I 1, E PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT 6. ALL wVATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36" T ITI H I RT ATI AND WITH UNIFORM SLOPE OR GRADE BETWEEN AREAS WHERE THERE IS POTENTIAL FOI I . I T A EX S NC MAN OLE NVE ELEV ONS fI {„ THE BID FOR TFI MINI NS ALLED WuM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL 1 1 ! ", ' ; g;I I#;. " OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB—SURFACE, WHICH MAY AFFECT BE NOTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. INVERTS, GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS ,� AND THE EQUIPMENT LABOR AND MATERIALS REQUIRED. WITH INVERTS AND CALCULATED GRADE PER SPECS. 4, THE CONTRACTOR SHALL BE RESPONSIf { I J {, I I{ THE WORK TO �E PERFORMED, — �g,'�;! !�' �" FAILURE TO D0 SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER 7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62 555.314 (F,A,C.) LOCATION OF AND/OR GRASS PER COUNTY STANDAR ' � M I "` PUBUC WATER SYSTEM MAINS: l ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF WITHIN STABILIZATION REQUIREMENTS. �� '` k "'I k THIS CONTRACT; THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE , iiy ,1 ` i �'' , ' ` '�",I I ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED, �' �'� ` WASTEWATER OR STORMWATER FORCE MAINS REI LAIMED WATER PIPELINES AND ON—SITE 5. IF DEWATERING CAPACITY REQUIRES A I SEWERS, = IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PREVENTER I Ike i', , u t ( AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE ';II r'' I a ,I;, ,, ! CONSTRUCTION OF THE PROJECT. SEWAGE TREATMENT AND DISPOSAL SYSTEMS. SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT, CONTRACTORS RESPONSIBILITY TO OB T/ ' ; I `'I I I;' , ' , f(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A MANAGEMENT DISTRICT, s , g 1, ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT, INSTALL BLUE HYDRANT MARKER IN ADJACENT ! � I'L ! ; I,+ r a 4, IT SHALL BE TIDE CONTRACTORS RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETNEEN THE OUTSIDE OF THE WATER " 6. PRIOR TO COMMENCEMENT OF CONSTRt ' 'I' I, 1k OR ACQUIRE AI�`Y GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER PAVEMENT, " 1,,11 I= i{1 III FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III of SHALL PERFORM GROUNDWATER TESTIN Ile {.Ii# „ .� , I,. 3 UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF CHAPTER 62-610, F.A.C. Ti2. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT)., PROTECTION AGENCY FEDERAL REGISTE I » ! {" P _ OFF SITE BORROW THAT WILL BE REQUIRED. WATER SERVICE — WON TOP OF CURB. (6 FROM EDGE OF PAVEMENT IF NO CURB do GUTTER) PETROLEUM CONTAMINATION LEVELS. i 1 NII) s N, ' I Ik , ((B) NEW OR RELOCATED, II , I; 1; �, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A w w w N.P,D.E,S, PERMIT, IF REQUIRED, IN OF 1 111 TS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN SEWER SERVICE — S ON T� OF CURB. (6 FROM EDC CIF PAVEMENT IF NO CURB do GUTTER) DURING CONSTRUCTION AND DEWATERIE �� 5. ALL IMPROVEMENTS VALVE — V" ON TOP OF CURB. 6 FROM EDGE OF PAVEMENT IF NO CURB do GUTTER �, r € AND THE CITY QF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE THE OUTSIDE CN" THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED ( ) , ��, il, I e1;� b 1 VACUUM TYPE SANITARY SEWER, II I� :I BY THE OWNER AND THE CITY OF ATLANTIC BEACH, 7, 48 HOURS PRIOR TO COMMENCEMENT I Y ,{ .I( 3. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE I 11I 1: "NOTICE OF INTENT" TO THE FDEP IN {I� I r � 6. ELEVATIONS AR>E BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N,G.V.D.) UNITEDC) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHILL BE LAID TO PROVIDE A DOUBLE STRAP TAPPING SADDLES WITH CORP. STOPS AT THE MAIN. ELIMINATION SYSTEM RULES AND REGUI I - i , ' " HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE ? Iv II '1 I 11 STATES COASTAL. AND GEODETIC SURVEY (U.S.C. & GS.), AS DETERMINED BY BOATWRIGHT OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY ;$4. WATER METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH—READ LID AS AVAILABLE FROM SUN STATE x i i I. j f LAND SURVEYORS. INC., FILE NUMBER 2010-0255A AND 2010-2558, DATED MAY 12, 2010. OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE METER do SUPPLY, 8. THE CONTRACTOR SHALL PROTECT STO ! ; ,1 ; { CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. OF THE STORM SEWER SYSTEM. CONTI i �` { I INFORMATION SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS. INC., TH I I H RIZONTAL SEPARATION DISTANCE BETWIEEN WATER MAINS AND GRAVITY 3 MANHOLE COVERS TO BE PAM REX—HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888. UNTIL THE DISTURBED AREAS ARE STA 1 " (a, PI 7, FOR BOUNDARY E M N MUM 0 I ; !i' �N ' _ FILE NUMBER 2Q10-0255A AND 2010-2556, DATED MAY 12, 2010, TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE: FEET WHERE THE BOTTOM OF THE J6, ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE. SUPERSEDE THE REQUIREMENT TO PRE' I ,i ^ i ; WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE' TOP OF THE SEWER, r , , LIMITATIONS. � I !'! €w I i T PR A H RI T �7. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF 9. THE CONTRACTOR SHALL PROTECT ALL ik % ,�al f, ;' 'I's ,' ! 8. THE CONTRA WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM D NEW OR RELOCATED, UNDERGROUND WATER MAINS SHl►LL BE LAD 0 OVIDE 0 ZON AL CONSTRUCTION, COORDINATE IN FIELD WITH CITY INSPECTOR, MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. ) SEDIMENTATION DURING CONSTRUCTION, I; K, ( P: ,It DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF , !,'' f. Ik I _ THIS SHALL INt3-UDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES ALL WATER/SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDALICENSED UNDERGROUND UTILITY ANY EXISTING OR PROPOSED ON—SITE SEWAGE TREATIUENT AND DISPOSAL SYSTEM AS DEFINED IN A /SE 10. IN THE EVENT OF DELAYS IN CONSTRU I Ii j11! , i °' l LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR SECTION 381.0065(2), F,S., AND RULE 64E-6.002, F.A,C. CONTRACTOR. } F t ;, AREAS AND MAINTAIN EROSION CONTR( 1 g,; TO LIMEROCK P'ILACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 59, LOCATE WIRING — LOCATE WIRING SHALL BE INSTALLED ON ALL PVC, DI AND HDPE WATER MAIN PIPING III (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, SILTATION AND AND INCREASED RUNOF €i�' s y ! `II ' RECOMMENDATION FOR UNDERDRAIN PLACEMENT, AND SERVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. ! WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. ,. ' 7 1 :I ', F ° ; 11, THE CONTRACTOR MUST MAINTAIN THE s ISI II Ig it :�1 °i `; TH TRA TOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND {A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CR(>SSING ANY EXISTING OR 4I0. IT SHALL BE THE CONTRACTORS RESPONSIBILITY AND AT THE CONTRACTORS EXPENSE TO PROVIDE THE CITY OF ATLIANTIC „ 9. E CON C CONSTRUCTION TO PREVENT FLOODING 111 I �, IRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT—OF—WAY PROPOSED GRAVITY VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE BEACH WITH "AS—BUILT” DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL AS ELECTRONIC FI INSURANCE REGAU 4FES IN SEDIMENTATION DOWNSTREAM. , k;'I ' Rt` , , LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 AUTOCAD 2004 OR BETTER USING NAD 1983 STATE PLAN FLORIDA EAST FIPS 0901 (feet). (VERTICAL CONTROL WILL IIhE 1 PERMITS FOR WRK IN THE CITY OF ATLANTIC BEACH RIGHT—OF—WAY OR EASEMENT, �. ! INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. N.A,V.D. 1988 OR N.G.V.D. 1929). THE CITY'S TECHNICAL DESIGNER do CIS TECHNICIAN SHALL BE GRANTED ACCESS TCij THE SITE ° . ii# '�17°' HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, AND TO AS BUILT DRAWINGS DURING CONSTRUCTION. 12. THESE NOTES COMBINED WITH THE DIRI { �: �' IC x 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE �II 1 i � PLAN SHALL CONSTITUTE THE RECOMMI II"; ; ! �, 1; '{I ii Alt �r3 , ; RIGHT—OF—WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF t(8) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR REQUIRED BASED ON FIELD CONDITIONS CONSTRUCTION AND REPAIR. PROPOSED PRESSURE TYPE SANITARY SEWER WASTEWATER OR STORMWATER FORCE Al. CONTRACTOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS 91 'I', ,} t I MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE REQUIRED, AS SPECIFIED IN AWWA—C105, APP, A. RESULTS, WITH CONTRACTOR OM ON IliI, t $ ! ii { ' �' 11, ALL PUBLIC DR�N►INAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION, ! "I ' I' ,I "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WIATER MAIN ABOVE THE OTHER „ 1 + I + " r , i PIPELINE. I ��i � k , 2. HIiIZONTAL DIRECTION DRILLING (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS : 11i ti'i !, I � 12, "AS—BUILT" DRAWINGS — AS—BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST, JOHNS RIVER i(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A AND (B) ABOVE, ONE FULL LENGTH OF MANUAL SECTION 750. �1 I, WATER MANAGE?MENT DISTRICT ARE REQUIRED TO BE SIGNED SAND SEALED BY A FLORIDA REGISTERED ) �I I ; !i, �, ,f� j,,! WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN .!". x., ,G :° ,! LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTRACT �I I {� JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, FOR ALL OTHER PROJECT NOTES, SEE PLAN SHEETS OR SPECIFICATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES ANDA s i � !}', �. " WITH A LAND g1L1RVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ` a I ! !' ,,! II' I LOCATIONS CERTIFICATION AND SUBMITTAL OF AS—BUILT DRAWINGS IN ACCORDANCE WITH ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS. OR PIPELINES MF11;ATiONS, PLAN NOTES WILL GOVERN. '� ^ '—Ill1 ' J' ;^# I '�' ' CURRENT CITY ,STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F,A.C., AND AT LEAST +' w I t4= ' I " '` {�'I; , CONTRACTORS RESPONSIBILITY TO PROCESS THE AS—BUILT DRAWINGS FOR APPROVAL BY THE SIX FEET FROM ALL JOINTS GRAVITYS PRESSURE AT RREI�T TYPE ITARY TED UNDER WASTEWATER OCH CHAPTER .., I g {;I ';l I '� �' ' I , MAINS, OR PIPELINES CONVEYING RECLAIMED W E N ?I I I k �'i i' 1 `Vit ;11ll, �' CITY OF ATLANTIC BEACH. I ill �,�,�� fia�p11 t �� ,gw��, ��41 62-610, F.A.C. ;r� I !�� „ �( ' + g ', I� ; �, , � l ± N SUBMITTAL OF AS—BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES ,,;I '�� ,;+ _ i i�, 4 PRIOR TO SCHEDULING A FINAL INSPECTION OF THE E3UILDING BY I' _ �t a, I I II THE BUILDING 13PARTMENT OR THE FIRE MARSHALL. (A) h�10 WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF �I i' I!! � ' a 1?gyp' ��{ ;� SANITARY SEWER MANHOLE. 11 ; I �� ' k t I ' (B) WATER MAINS SHALL NOT CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT 1 , I� I I� , :� ��' ' R SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS, 1MIITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY E kl,! I k 5il 13. THE CONTRACTOR IPEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A �? I�� l ` r I 1 �, II" IN THE EVENT QF ANY CONFLICT WHATSOEVER THE CONTRACTOR SHALL NOTIFY THE ENGINEER { ; g f k _I I (CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING { kk � { AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. OF THE WATER MAIN CNZ THE STORM SEWER IS NOT TECHNICALLY FEASIEE OR IS NOT ECONOMICALLY 4 I ! ' 1( N �� X P 171' r 1 , �� I� 1 + i I I ,, I ; , SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINED FROM DIEP PRIOR TO CONSTRUCTION OF ANY I �� {!I a�� „ N ! s a I 14, ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS U ( ON il! h a,' 1 d�( � r I �� '' 1i k I �! ,; i 111 �� INCLUDED IN TRIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT—OF—WAY OR �,, (4) SENARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY CIR STORM SEWERS, WASTEWATER OR �;,; 11 p EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT, STQMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON—SITE SEWAGE TREATMENT AND DISPOSAL 1 I % C I �; : �I , I i .ilki{ '",' ; i ! SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT 1, ��7,� ", , F �� ;, I�'� i �I 15, ALL AREAS SH9WN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER „r,i ;��' I I», Pill CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, �° � A WITH THE GEOTECHNICAL INVESTIGATION REPORT, F Y FEET, FROM ANY EXISTING OR PROPOSED VACUUM Il Ii , w AND TESTED IN ACCORDANCE A!C,, AT LEAST THREE FEET, AND PREFERABLY TEN EE , LOM N �lit �,I 1 � � {' �� ! ^p� ( T1 SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED .�., r kI�g 1ill?�.; 116. CONTRACTOR I5 RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS, GRAWVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED i i € ,ill X11'1 3 I i I� IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF WATIER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F,A,C.; AND AT LEAST TEN FEET FROM X11 1ii, 1 n�; RECORD FOR REINSTALLATION OF THE MONUMENT, ANYI EXISTING OR PROPOSED `ON SITE SEWAGE TREATMENT MID DISPOSAL SYSTEM" AS DEFINED IN SECTION I• +, 3811..0065(2), F,S„ AND RULE 64E-6.002, F.A.C. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND 1 �I �� ^; P!, 1: k �i 1 ,, +�1 THE CITY OF ATLANTIC BEACH, 1., ! Tit, {,` I C { I �ii , 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF—SITE BY l r ;i 11 „ i ! : 'i ( CONTRACTOR. 8. ME I WATER AI AND FORCE MAINS ARE TERMINATED AT ALL g& CIWANICAL RESTRAINTS ARE REQUIRED WHERE W TE MAINS C , �aih � �. - . ,.. �. it � ' i;I j`�!I! {!:I a �7 Ili 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE TEE$ AND OTHER FITTINGS AS SHOWN IN JEA CONSTRUCTION DETAILS W-31, W-37 AND S-38. MECHANICAL u RESI(IRAINTS TO BE MEGALUG TYPE. i; t ,; Ill ,� pI CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER, k �� „^^ , I` g ,i� i , 9. UNSIUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED ! I' I :11 '' i ”,��1 I !�11 I; BACIKFILL, PROPERLY COMPACTED TO 95'X. OF MAXIMUM DENSITY'. 19. ALL EXISTING IREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. � ( ;I II {,� .1 . I' 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS—OF—WAY WITH THE PROPER AGENCIES � � ak T a t ,kE " ( FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR, I , ;i � 11 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND „ 1� "1 a :1,11 1 ^ '` COORDINATED WgIITH CITY OF ATLANTIC BEACH FIRE MARSHALL. 11, ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, �� a � i , I I PVC' OR DUCTILE IRON CLASS 150 OR BETTER UNLESS OTHERWISE NOTED ON PLAN SHEET, I j � 1� ! ig fs��I 'i 'D 'i 21, ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 12, ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, k {I ICI 'i, ! i; NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL COWORMING TO ANSI A21,50, AS REQUIRED, OR BETTER, i" II� ,I 1 I �°I � � � t NOTIFY THE EW NEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE f ,IPREPARATION ®F THE ROADWAY SUB—BASE. 13. ALL GATE VALVES SHALL BE NON—RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON—SHOO( WORKING ,. , „I1,1311 Ill „ 1 PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE �� k � " 1 ,1 �' ill,I " " '' 22. PROVIDE CONTRACTION JOINTS AT 6� O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL FITTIEp, VALVES SHALL BE CLOW, MdcFl, MUELLER, OR APPROVED EQUAL. VALVE BOXES WITH SCREW ,, , 11 I.�1 �I i 'T! . " EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON— I I ,a r EXTERIOR SIDEWN�►ALKS AND CURBING. TACIkY TAR ENAMEL COATED. THE WORD SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. i, s �, k e a 1 Is _1 1 G ,,, g ' ALL ;ATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTER—CLOCKWISE) WHEN VIEWED � it' Ig , ' + " I + 23, MAINTENANCE �F TRAFFIC SHALL CONFORM TO F,D.O,T, STANDARD INDEX 600, LATEST EDITION. FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. �� , 34 1; �! 4 1 1;,,[ 1,i �' ' !"k1 14, HYDROSTATIC A AKA TESTING, AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE I t I 1'D1ROS C ND LEAKAGE ES G I 24, ALL SIGNING AMID PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F,D.O.T, STANDARD g 1#' �'! � I PERIPORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555 . A REPRESENTATIVE OF THE ' ' INDEXES 11860, I �f I wg i. 17346, AND 17352. �� ;�, ,�.� Cill OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO ,11 1 1 }'I I' I'Ca k II I BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER, II ,C ! 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE 1 t ; !I I ; ' `�k ," ;;1 i I` i DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO—BLASTING METHOD. 15, FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC �"� I r KI E ,1 titIli UTIQI?TIES DEPARTMENT, li; a1 IllESS °' � �k1 �'� 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD—FREE) IN ACCORDANCE 16. BAC;IIERiOLOGiCAI TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR i° A I� g 11 ! { ��° 'I ! WITH CITY OF ATLANTIC BEACH STANDARDS. ANCW ARRANGED BY CONTRACTOR, COORDINATE ALL ACTIVITIES WITH CITY INSPECTOR, i a L: 11 t; Ill{, i '' N+ ! I� `lf� �, , j � I ; ,,.4E , ;; ,, 27. CITY OF ATLANTIC IC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO 17, NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL HE ALLOWED UNTIL ALL PROPOSED WATER �+ I 7 ; ,5 s$$(= i ALL NECESSARIX SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. LINE$ HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SERVICE. �k �, �jj {'' 1 ,`'I i+ ` 'I "�°I 18. POSE' CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY ' P �+ 9r ! 1 rel :4��§ I " , il'+` ! `s I _ SEWER. A FULL REPORT AND TAPE OR CD AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS " s t a u' I DISfi "' I I ' z� : �' j i 9WCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND d t 11 t 1y 11 ; : ; CITE OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL g, ji� I ` k' j ACCpTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. ' � '" �1�, , ''! , I r 19. SH Y THE ITV FORE CONSTRUCTION. 1 11, „„1,1 , , , OIC DRAWINGS ARE REQUIRED AND MUST BE APPROVED B E C BE iyy1 9 s a a f. �ini �s t� ,n.i 1, I p` �i b1'lill I. t '� 20. ALL (INSPECTIONS AND TESTING SHALL COORDINATED WITH THE CITY. i. Iv i IIlN¢,, ��' , t4 �,I��11, �. ., ! 21, THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS—OF—WAY, II 1 I i 1,1`A ,i I;, 22• ALL IDISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM �I!; 'I i Cil } �; ,z I RESTjED TO PRECONSTRUCTION CONDITION, !.; ! pi i i, ,1 . BI 11 {� t f it }i�� i. I � i 61 ; �.. RF?jj � I- . 2 ,, F Ni ' { 4 �� # i I EI 1.1� 1 16�' �� ;i fli 1 Ir ISI i`il s , ��, _., �_, ,. '�•t,� k:' � "� it d's�sr ,� F#�. ��t z t I ' 1 g is 1 � t� a k` i• II� �� 'x qK$ ,�, I tt I �1 1r — ky u I T kt� I° f P each es — t iittt ia i ai r umani I 1 h {$ 1 671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ,''(I[ PHONE: (904) 241 -1242'.2 . I r k �; s rl FAX: (904) 241 -43110 I II� X 1 9{}` � � � � 4 r I'�PI 4 W EP . 999 BUILDING CODE SUMMA v,� JURISDICTION : D U CODE ENFORCEMENT VAL COUNTY I it r ' ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS P � k � r OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTcD, INCLUDING MAXIMUM it t �I , { � '�I BUILDING HEIGHT OF THIRTY FIVE FEET (32STO5 0"). 711a1 ' � ��1 t� t, « I{ 1:. �, , "( f, � 1 ` e. 3 BE ROOM ATT a I,t 4 pl9 a it ZONING CLASSIFICATION : PUD ES ! HO I I1 WIND ZONE: 120 MPH (WIND—BORNE DEBRIS) ki � to, I r �rt ej i, 424 & 426 DUTTON ISLAND ROAD WEST FLORIDA BUILDING CODE — RESIDENTIAL; 2007 EDITION — PLUMBING: 20 ATLANTIC BEACH FL 32233 , zit FLORIDA BUILDING CODE PLUM 07 EDITION 91 , I FLORIDA BUILDING CODE — MECHAN11 2007 EDITION DUVAL COUNTY f w=I , I i l til , FLORIDA BUILDING CODE — FUEL GAS — 2007 EDITION y NATIONAL ELECTRICAL COD N41 � I ¢¢ $ [I Idd RE PREVEN ON CODE: 2007 FLORIDA FI .EDITION i - ,� I 99 . 1 � OCCUPANCY CLASSIFICATION : RESIDENTIAL it l 1 11 4 (WOOD Al TITLE SHEET , DRAWING INDEX—B FRAME) CONSTRUCTION TYPE. TYPE v n,Ail d tt ! x SPRINKLED: N O � f{ A2— FOUNDATION PLAN I'l �k=� t f � ==fit rs � NO FIRE DISTRICT: aq � I ' h� ti ,l •i ; � � �' � k.� k �I€tell , A3— FIRST FLOOR PLAN„ 1 ,I � I it: �, r I I 'i t)� � € i ' rl r,l BUILDING HEIGHT— ,t 9 9}.r, o r 7 e ih '1 r ■ ,tl� _� �t , 24'-3” A4- SECOND FLOOR PLAN rl 'r� �I : � APPROXIMATE HEIGHT AFG■ MEAN ROOF HEIGHT: 211-211 A5- ROOF PLAN I( w � .I: Ir, tBUILDING AREA (TYPICAL OF TW - R1 H T SIDE AND FRONT ELEVA7A6 FIRST FLOOR A/C: 630 SQ FT. ■ A7— LEFT SIDE ANDREAR ELEVA TI O SECOND FLOOR A/C: 612 SQ FT. . k� TOTAL A/C: 1 242 SQ FT. A8— SEPARATION WSECTION AN k GARAGE: N/A i k d _ A9— EXTERIOR WALL SECTION AND I LANAI : N/A I ENTRY / PORCH : 50 SQ FT. I p A10 — FIRST FLOOR ELECTRICAL PLAI STORAGE: N/A i I rl l (, . AllSECOND FLOOR ELECTRICAL P TOTAL UNDER ROOF: 1 ,292 SQ FT. 9 r ae ! iz ,i lack s s i t I I I r LOT AREA: THIS BUILDING IS A TOWNH0ME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 — 704.4 it r i o I �'li?k i X. I�, I �{ A TO' O ^ ID2 STORY 3 BEDROOM MODEL - ENTRY LEFT' 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT Iy 4" INDICATES A STEP-DOWN OR RECESS IN41 I CONCRETE SLAB W/ MINIMUM INSTANCE 20'-0" 20'-0» DENOTED E— INDICATES SLOPED CONCRETE SLAB Q 2 -0 8)-Op) 10 -0 lot-Opp I, I SLOPE 1/8" PER FOOT (MIN) J. I ,. 15'-10 » 3'-6" 3'-6" 15'-10 '> T- - - - - - - - � 4 , a o I -O'-4" w I co I A/C A/C I I w -0'-4" I o a I H COMP COMP g M I a d- _ N N SLAB NOTE " Ca00, r - - - - - - - - - - - - - - - - - - -/- - - - - - - - - - - - - - - - - - - - - -, I 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED I ( I \ MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT II SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I PROVIDE PVC I I I \\ VERIFY THAT THE SOIL WILL SATISFACTibRILY SUSTAIN I CONDUIT TO AHU / I I \ PROVIDE PVC I Q, THIS LOADING. AS REQUIRED CONDUIT TO AHU ,I I AS REQUIRED 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM I ( I \, I 3'-0" II OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, I I I I \ 10 t , COMPACTED, TERMITE TREATED SOIL. (TfYPICAL) I I 3. VERIFY LOCATION OF ALL INTERIOR LOAlD BEARING PLOPE I I I ( SL-QP� I PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND I '_4" I I I -0 0 p,I I I PROVIDE THICKENED SLAB ® ALL LOCATIONS. (SEE list i DETAIL) L » I ( I I 40# �, I l' 4. THE HEIGHT OF ALL STEP-DOWNS SH0�1WN ON, SII i + DRAWINGS ARE MINIMUMS AND MAY VARY AT =1 BUILDER'S OPTIONS AS REQUIRED BY SITE III C;, CONDITIONS. o I -0'-0" I I -0'-0" I o {{ III'1:1 5. VERIFY LOCATION OF ALL PIPING ANQ 'JITS I I I I ; REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL I I I I ,Ili` I PLUMBING FIXTURE LOCATIONS) I I I ( _) SLOPE NOTE : °° I I I I e a,` oo I I I I 00 e .I ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO .I ISSUANCE OF THESE CONSTRUCTION DOCUM! NTS. VERIFY - r ' INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS I I ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. ails � I I I I L- - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - (.i - - - - - - - - - -- - - - - j +II+� » w HB - w -0 0 0 L� — - - - - J HB L Q_0 _ o ,J +'I { C14--s S N i I rl I, I s » » » � [ 10 -0 10 -0 lop-0 10'-0" aid a III; 20'-0" 20'-0" I� 40' -Opp =IF I ! � I I; it CL II SEPARATION WALL I, ' FOUNDATION P rI 1 /4 - 1 _ 0 Lal II' t :Ifs ;f r j ,l a i I c k , L I i � d I I ' ,I � I t, i I 1 2 (2)2x4 OR (2)2x6 TOP PLATE— A B A-' C (2)2x10 WINDOW HEADER- 2 STORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDROOM MODEL — ENTRY RIGHT 3052 WINDOW- 1 40' 0" 3/4" SPACER— 20'-0" » Ln 20P—Opp a , N 6'-72" 13'-21 » 13'-22" 6'-7 „ (2)2x4 OR (2)2x6 SILL PLATE- 2» 15'-02» 4'-92„ 4'—g 15,_ „ 1 193/4„ CRIPPLE— 2 2x4 OR 2x6 BOTTOM PLATE_ A-$ EGRESS WINDOW � EGRESS WINDOW 405 SH I 405 SH No 4 2868 4 2868 Q, A—s I 8' CL �'—$" MASTER I MASTER 1'-8" 8' CLG I A-s BEDROOM 1 BEDROOMlie lie TYP . 2ND STORY _ - 8' CLNG —s 8' CLNG R&S I HVA VA "I R&S% b ALIGN N 0) ' v o� "0, ALIGN WINDOWSECTION WALL 5'-0 1/4" I I 5'-0 1/4" WALL WINDOW WITH 2 FRAMING WINDOW FRAMING 1 /2 10 5'-62» 3,_72» 3,_72» 5'-62„ 00 0 o c0 [ o BATH 8' CLNG N 8 CLNG VINYL 1 1 1 12 11 10 1 11 2 13 T 1 VINYL 14 ° DKV D r o x r N 42»H I 42„H IN 00 ' 3068 HALF HALF MC — — -- — — — WALL WALL 3068 ABBREVIATIONS ____= MC - � II - - - - - - CAP c/ II No I ABvBav�,.. I > I II �N 0 AC AIR CONDITIONER SIN �� QI LAUND M _ _ _ _ 1 III LAUND �r AFF ABOVE FINISHED F1LOOR „ -r IN CLG 3068 1 A-s I 3068 8' CLG x y , AHU AIR HANDLER UNITS 1 I = VINYL - - - - CABS CABINETS q-7 LO ” - VINYL 0 c R&S R&S c=n co CLNG CEILING U - - - - - - - - LO 0 N I COL COLUMN a .u1- I ( N r7 N I N I,I DR 0 ,. — -- L N 4068 4068 J DW DISHWASHER "iN R&S I, FLR FLOOR i iPI EI FP FIREPLACE N 4068 �Q> O�� O 4068 N I GLS GLASS �6� ,! HB HOSE BIB d' II' MC MEDICINE CABINET 4 -8 1, 4'-8 x MIR MIRROR 22Y" X 36" 2'-8" _O 5 —2 5'-2" —0� 2'Wig" » I 22Y2 X 36 II MTL METAL ATTIC ACCESS ATTIC ACCESS i. OHC OVERHEAD CABS N € OPNG OPENING €I OPT OPTIONAL o M �iN 4 R&S CLOTHES ROD anj SHELF I I BEDROOM #3 BEDROOM #3, REF REFRIGERATOR o BEDROOM #2 0 - o BEDROOM 2 0 8' CLNG 8' CLNG # SD SMOKE DETECTOR 8' CLNG r II SGD SLIDING GLASS DOJOR s' CLNG SH (2) SHELVES (QUANIT` ) {, VOL VOLUME iz— WC WATER CLOSET r305' SH N 1 EGRESS WINDOW EGRESS 5 WINDOW WD WOOD WHWATER HEATER _ I N, 305 SH 2 EGRESS2 SH WINDOW a—a EGRESS 5 WINDOW 5'-0" 5'-0" 5'-0" 4'-10" 4'-10" 5'-0" 5'—O" 5'—O,, 01 10'-0" 9'-10" 9'-10" 10'-0" STAIR NOTES 20'-0" 20'-0 1. EQ RISERS ® 7 9/16" 2„ 2»�15� 13EQ RISERS ® 9 1/2" W/ 1" NO)8ING I{ NOTE: TOTAL TREAD DEPTH = 10 1//,2" MIN 40'-0" 2. TREADS MADE OF 2x12 GLUED & NAIILED 2 (TRIMMED AS REQ'D) A-s E 11 3. RISERS MADE OF 1x8 GLUED & NAILIED (TRIMMED AS REQ'D) CL 4. LANDINGS MADE OF 2x8 © 16" OC. DECK W/ ( SEPARATION WALL 3/4" T&G PLYWOOD GLUED & NAILE10 i 5. STRINGERS ARE 2x12 EQUALLY SPAQJED (TYP) SECOND FL00R PLAN 1 _ / � I F I 4 I 1 Bea .► Habi for Hu 1671 FRANCI A B C ATLANTIC B 3223 (904) 241 2 STIORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDROOM MODEL — ENITRY RIGHT FAX: (904) 2 2 A6 LINE OF GABLE WALL 4'-0" I 4'-0" 48" OFF I 48" OFF RIDGE VENT ! RIDGE VENT ST01 BEDR LL- Ll- I wz > � RIDGE � o > UJ v ATTR .: . w w w00 0 1 SINE ,, A5 FAM HOW USE FIRE—TREA ED i PLYWOOD A MI IMUM 424 $ 426 DUTT OF 4' FROM F RE WALL ROAD w _0 0 PENETRATIONS o WITHIN 4'-0„ OF HOUR FIREWALL; ATLANTIC B 3223 DUVAL C I L-4cI I ROOF 2 A5 CL SEPARATION WALL DATE: 04/ ROOF PLAN DRAWN B 1 /4 = 1 ' - o " 12 12 4 � Q4 ROOF TRUSS BEARING 17'-7" WALL LINE i BEYOND - Hic for 1671 F VINYL SIDING - i ATLA FINISHED SECOND FLOOR 9 9'-5 1/2 � .. FAX: FLOOR TRUSS BEARING 8'-1 1/8" ® D FINISHED FIRST FLOOR 0'-O" RIGHT SIDE ELEVATION 11/4 = 1 ) - o )) 2 S BE [ n . A B C ATI - 2 STORY 3 BEDROOM MODEL - ENTRY LEFT , 2 STORY 3 BEDROOM MODEL ENTRY RIGHT si FJ HC 12 I 12 Q4 4 � ROOF TRUSS BEARING 17'-7" 424 & 42 VINYL R SIDING ATLA DECORATIVE FINISHED SECOND FLOOR DU WOOD BRACKET'S 9'-5 1/2" FF°LOOR TRUSS BEARING 8'-1 1/8" VINYL SIDING FM _TOP OF BRICK LEDGE FRIC 3._4» RIG ELE) FINISHED FIRST FLOOR d-D„ 12 12 4 � Q4 ROCF TRUSS BEARING 17'-7" MALL LINE BFEYO N D � 1 VIINYL SIUNG FINISHED SECOND FLOOR 9'-5 1/2" FLOOR TRUSS BEARING 8'-1 1/8" :77' Fol M FINISHED FIRST FLOOR 0'-0" BEET SIDE ELEVATION 1 /4 2 A B 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT -T 12 12 4 � 4 I ROOF TRUSS BEARING 170-7$1 424 FINISHED SECOND FLOOR 9'-5 1/20) FLOOR TRUSS BEARING 8'-1 1/8" VI NYL SIDINGEl / \ El FINISHED FIRST FLOOR 0'-0" CL SEPARATION WALL C2 D L EAR ELEVATION , 4 „ - 1 , _ 0 „ D ,I !I I{ a n B ATTACH 2 METAL C—CHANNEL TO DECK CL OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM I SEPARATIOdN WALL DISTANCE OF 4' FROM FIRE WALL TOP CHORD OF TRUSS PRE—ENGINEERED WOOD ROOF TRUSSES r1 RE RESISTANCE RATINGS — ANSI/UL 263 w U ' Design No. u336 a NOTE: NO ROOF PENETRATIONS October 15, 2008 p WITHIN 4'-0" OF FIRE WALL Ecposed to fire from separation wall side only Q Fiknish Rating — 120 Min y Z ALIGN TRUSSES 'WITH INSIDE EDGE OF FRAME WALLPARATION WALL: (Max Height — 44 ft) 6 3 A Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs f,9rm from No. 25 MSG gals steel, secured with suitable fasteners spaced 24" n. R-30 FIBERGLASS CONTINUE Y2" GYPSUM WALL BATT INSULATION ?. Metal Studs — Steel members formed from No. 25 MSG galv steel having BOARD TO ROOF DECK, ATTACH "jk " shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". GYPSUM TO TRUSS RUNNING J,. Gypsum Board* — Two layers of 1 " t y thick gypsum wallboard liner panels, lied in nom 24" widths. Vertical edges of panels friction fitted into "H" q I PARALLEL TO FIREWALL. spp g sfiaped studs. ` 5/8" OR 1/2" TYPE 'C' CANADIAN GYPSUM COMPANY — Type SLX. O ,; GYPSUM WALL BOARD _ UIINITED STATES GYPSUM COMPANY — Type SLX. .063" USG ALUMINUM ANGLE CLIPS — SPACED AS REQUIRED '' "THERMAFIBER" INSULATION p?OTECTED WALL: (Bearing or Nonbearing Wall) 3 FIRE BLOCKING AS REQUIRED 4t. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 2 mid—height where necessary for clip attachment. Min 3/4" separation between (2) LAYERS 1 " USG GYPSUMood framing and fire separation wall. >. R 11/19 FIBERGLASS "' LINER PANEL4'-0" �. Gypsum Board — Classified or Unclassified — Min 1/2 thick, wide, BATT INSULATION plied either horizontally or vertically. Wallboard attached to studs w/ 1 -1/4" 1 " (3/4" MINIMUM) AIR SPACE Ing steel drywall nails spaces 8" O.C. Vertical joints located over studs. ' i (optional) Joints covered with paper tape and joint compound. Nail heads 4 4 1/2" GYPSUM WALL BOARD OVER 2x covered with joint compound. p' #2 SPF WOOD STUDS ® 16" O.C. 6i.. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and � 2'-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and With Type "W" screws 1-1/4" long to wood framing through holes provided in ' 2" METAL H—CHANNEL c6q. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 23/32 T&G PLYWOODMETAL ANGLE — SPACE AS REUQIRED ct;ips a max of 10'-0" O.C. vertically between wood framing and H AIRSACE studs. 1 (3/4 MIN) P SUBFLOORING GLUED AND 6 B. Clip placement -(Item 6) for separation walls up to 44'-0" high. Space d, SCREWED OVER PRE—ENGINEERED 2x SILL PLATE chips` as described in Item 6A for upper 24'-0". Remaining wall area below WOOD FLOOR TRUSSES requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" Studs. SECTION A-A ;A *19earing the UL Classification Mark - - - - - - - - - - - - - - - - 41 fiWOW from tna OnMs OWNiwwn,OinetpY. Copyriot m 2003 Wow dtm LdwotoI Inc.• THERMAFIBER INSULATION k FIRE BLOCKING AS REQUIRED .k 5/8" OR 1/2" TYPE 'C' GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD y 1/2"2 GYPSUM WALL IN BOARD OVER 2x 2 SPF 2x4 STUD WALL VINYL SIDING G OVER .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS @ 16" O.C. APPROVED HOUSE WRAP 42 — SPACED AS REQUIRED EXTERIOR SHEATHING R11 19 FI R a BE GV SS II : / 2 USG C RUNNER BATT INSULATION ATTACH 2 METAL CHANNEL TO INSTALL GYPSUM LINER CONCRETE SLAB W 'PASLODE' �' f — — — / PANEL SIDEWAYS THIS CL OF SEPARATION WALL OR EQUIVALENT ANCHORS ® 24" 1 (3/4 MINIMUM) �I LOCATION ONLY. O.C. MAXIMUM � AIR SPACE II CANTILEVER OUT TO 4•1' LN 2 LAYERS 1 I.SG FASCIA BOARD in GYPSUM LINER PANEL EL 2 USG H STUD SILL PLATE W/ II FASCIA BOARD ABOVE FOAM SILL SEAL » 2 1 USG GYPSUM LINER PANEL EE SECTION T ION O ( IV, THROUGH SEPARATION WALL). 2 HOUR FIRE SEPARATION 4 WAQ d , 4• d ' G ,d CONCRETE GRADE: BEAM CL SEPARATIOIN WALL (SEE FOUNDATION PLAN) PLAN D AT SECTION THROUGH SEPARATION WALL SEPARATION WALL 2 N .T. S . 1 - V - 0 r I! FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER 7/16" OSB WALL PRE—ENGINEERED ROOF TRUSSES SHEATHING SEE STRUCTURAL III' VINYL LAP SIDING OVER INSULATION BAFFLES BETWEEN EACH TYVEK HOUSE WRAP TRUSS 12 TYVEK HOUSE WRAP TO „I HURRICANE CLIP @ EACH TRUSS 4 OVERLAP FLASHING. TAPE SEE STRUCTURAL DRAWINGS ALL SEAMS / JOINTS. 1 i. METAL FLASHING NAILED (2) 2x PLATES — SEE TO WALL SHEATHING 1 STRUCTURAL z '� CAP SHINGLE INSTALLED ;n W/ ROOF CEMENT. DO NOT NAIL. OVER METAL METAL DRIP EDGE WRAPPED 2x6 FASCIA FIBERGLASS ARCHITECTURAL VENTED VINYL SOFFIT INSTALLED ROOF SHINGLE PER MANUFACTURERS SPEC. R-30 MIN. SYSTEM ON 30# BLOWN—IN ROOF CEMENT FELT PAPER VINYL "F" CHANNEL INSULATION OSB ROOF R- 13 BATT INSULATION l '-4" TYP. 1 /2" GYPSUM WALL SHEATHING 10 BOARD. MUD AND HURRICANE ROD SYSTEM — SEE TAPE ALL JOINTS STRUCTURAL DRAWINGS AND FASTENER WALL FLASHING DETAIL ( • > HOLES. SAND ALL SURFACES FLUSH. 3 1 _ 0 " 7/16" OSB OVER 2x STUDS — SEE STRUCTURAL DRAWINGS 2x SILL PLATE \ \6 Ae \ qp 23/32" T&G PLYWOOD SUBFLOORING GLUED AND \ SCREWED OVER PRE-ENGINEERED \ WOOD FLOOR TRUSSES \ \ \ oo VINYL SIDING INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9 9 5/8" OR 1 /2 , �� 9 5 g 9 9 OVER TYVEK BRAND HOUSE WRAP / / - TYPE 'C' GYPSUM ) / I - WALL BOARD TSF 2x PRESSURE TREATED PLATE REINFORCED OVER FOAM SILL SEAL - SEE CONCRETE SLAB & STRUCTURAL DRAWINGS FOR FOUNDATION ANCHORAGE vi SEE STRUCTURAL 2 - DRAWINGS EXTEND HOUSE WRAP EXTENDS BELOW FINISH FLOOR. SECURE WITH 6 MIL VAPOR 42 BARRIER OVER STARTER STRIP 4 ��h CLEAN, @ °' \ COMPACTED AND X TERMITE TREATED Q SOIL FINISHED GRADE �° Ln 00 FINISHED FLOOR i / \ lwLL IIF / 'he a / GYPSUM WALL / \ W BOARD ' i WALL SECTION STAIR SECTIO ( STAIR DETAIL 2 4 >> >> >> _ 1 ' _ o "— » 1 /2 I I; Ij f I F'�, yp, t ' f F ' I { o-' € IPrt. I F EEE4t I {{ t I It� i I 4' I, I# 20 XHHW AL Fqn 150 AMP PANEL ELECTRICAL METER Ap AND 150 AMP BREAKER 3" CONDUIT, RUN TO POLE ELE"TRICAL SERVICE RISER EXTERIOR WALL 1NT.SA B C 2 STORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDf (OOM MODEL — ENTRY RIGHT �P 31GAR AGE Il 1 I DISP SAL t ELECTRICAL LEGEND 3� 4rz 110 VOLT DUPLEX OUTLET—WALL_ MOUNTED f $ 110 VOLT DUPLEX OUTLET—WEATIHER PROOF 1 110V DUPLEX —GFCI OUTLET s. it , 110V DUPLEX —AFCI OUTLET F ELECTRICAL I ELECTRICAL PANEL e 220 VOLT OUTLET—WALL MOUNTED PANEL LOCATION I� ► TELEPHONE OUTLET LOCATION \ SWITCH 3@E I I, -I SWITCH—THREE WAY I' o--i PUSH BUTTON SWITCH f DOOR BELL CHIMES 0-1 CABLE TELEVISION OUTLETrv-r, LE I TO FIXTURE TO FIXTURE I I I� LIGHT FIXTURE—CEILING MOUNTED) � ABOVE ABOVE I LIGHT FIXTURE—WALL MOUNTED I \ O SMOKE DETECTOR—CEILING MOUNTED EXHAUST FAN \ IGHTI H 1 rc► ELECTRIC PANEL L G t (PR WIRE I (PRE IRE Lo QUICK DISCONNECT / F N) F ) \ I� € FLOOD LIGHTS — DUAL HEAD /� \ 1'x4' FLUORESCENT CEIILING MOUNTED `C 1 . LIGHT FIXTURE 1LJ1 _j i � I I �\ I c ELECTRICAL I V O T E J ELECTRICAL I I I ELECTRICAL METER METER s` LOCATION LOCATION 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NE`C 2002, I CL I SEPARATION WALL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. i 4. ALL THERMOSTAT AND LIGJHT SWITCHES TO BE HUNG AT 48 MAX. ABOVE FINISHED FLOOR. I � f� ! 5. ALL LIGHT AND FAN SWITQfHES TO BE I TOGGLE—TYPE SWITCHES. ,I 6. ALL ELECTRICAL OUTLETS TO BE LOCATED E' 'I MAX. 18" ABOVE FINISHED FLOOR. ELECTRICAL FIRST FLOOR PLAN � f 1 4 - V - 0 )) f t �I fli , . p 3' j { E i 'f i i l I¢ i 111 !3 sill I�I 1 IF 1 /A B C 16 1 A fl 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDR003M MODEL - ENTRY RIGHT ELECTRICAL LEGEND :(D-- 110 VOLT DUPLEX OUTLET-WALL M 0UNTED LIGHT LIGHT 110 VOLT DUPLEX OUTLET-WEATHER PROOF (PREWIRE (PREWIRE ■ 110V DUPLEX -GFCI OUTLET FAN) 0 FAN) 110V DUPLEX -AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET SWITCH O I O SWITCH-THREE WAY 0 o--i PUSH BUTTON SWITCH 1 2 ® DOOR BELL CHIMES 0--� CABLE TELEVISION OUTLET • TO SWITCH TO SWITCH{ 0LIGHT FIXTURE-CEILING MOUNTEpII BELOW ge, BELOW II Am LIGHT FIXTURE-WALL MOA*D Q SMOKE DETECTOR-CEILING MOUNTE-Ip , EXHAUST FAN 8160 ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD �' �\�� LIGHT LIGHT (PREWIRE I (PREWIRE 1'x4' FLUORESCENT CEILING MOUNTED FAN) FAN) LIGHT FIXTURE \ i • J J • 424 LIGHT I LIGHT (PREWIRE (PREWIRE FAN) FAN) A ,I 1 ELECTRICAL NOTES f� f 1. IN FAN / LIGHT COMBO SWJI1fCH TO f OPERATE LIGHT ONLY. 4w 2. ALL WIRING IN BEDROOMS T(Q BE ARC FAULT PROTECTED PER NEC, 2002. I CL I SEPARATION WALL I r 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIG41 SWITCHES TO BE HUNG AT 48" MAX. ABO NE FINISHED E FLOOR. 5. ALL LIGHT AND FAN SWITCIj[ES TO BE if TOGGLE-TYPE SWITCHES. li 6. ALL ELECTRICAL OUTLETS M BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. iG SECOND FLOOR ELECTRICAL P 1 /4 ,1 1 D t� 1" f 4 a 3 IE Ii C i` ABBREVIATIONS ABV ABOVE j AC AIR CONDITIONER I AFF ABOVE FINISHED FLOOR ' AHU AIR HANDLER UNIT CABS CABINETS A B C I CLNG CEILING COL COLUMN 2 DR DOOR DW DISHWASHER FLR FLOOR 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 6_ - ENTRY RIGHT FP FIREPLACE ROOM MODEL It GLS GLASS - HB HOSE BIB 40" -1 r MC MEDICINE CABINET j MIR MIRROR 20 -0 MTL METAL ' " ' 20 -0 I' OHC OVERHEAD CABS 2 2" OPNG OPENING OPT OPTIONAL 5'-0" 10'-OZ" 4'-01 J. ___\i 9 4'-92" r „ 10 -�� 5 -0 R&S CLOTHES ROD and SHELF REF REFRIGERATOR SD SMOKE DETECTOR 8'-4' 2'-5" 2 " SGD SLIDING GLASS DOOR 2 -5 -4 SH (2) SHELVES (QUANITY) II, WCL VOLUME WA ERCLOSET o ATIO A/C A/C PATIO.---" o WD WOOD WH WATER HEATER o H COMP COMP 6 0 30 S 3 SH M 4 KN N U68 i o000o L — , r — J o000o i i i (3)SH N 4 L I j ! o A-9� N i RO I I OO i i 2068 N A-s o 0 STAIR NOTES N I ' � I ' KITC I � z i I N DINING ROOM.' KITCHEN o 0 II` EN t DINING ROOM 3 I rn � 8' CLNG 0 O �IO OI 0 11 0 8' C4 00 � to 8' CLNG z 2 z = 8' CLNG o � 1. TREADS MADE OF 2x12 GLUED & SCREWED VINYL I I I I vIN1S'L w of O Olp (TRIMMED AS REQUIRED) Q I C5 w LIcN w 6,_4 „ 4)-Opp 2'-11 ' 6,_6 6'-6 2 '-11 4 -0 6'-42" `n 2. RISERS MADE OF 1 x8 GLUED & SCREWED " „ „ 1 IN I (TRIMMED AS REQUIRED) I I Zo j 3. LANDINGS MADE OF 2x8 © 16" OC. DECK W/ STORAGE o REF I I REF �; STORAGE - 3/4" T&G PLYWOOD GLUED & NAILED t N HU — —I L_ — AH N I I 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) 1s' CLNG N OHC OHC 8� Cum, u 68 2 -8� 3 -8 $ / $ 0 3 -8 o 86s 5. TOP OF HANDRAIL INSTALLED ® 34" - 38" wxb WALL "� 2868 I I I I ` WH/ WH I I I I 28681 MEASUREDVE SHED FROM FROM NO�E OF TTREADD AS j Q I T RI IS O'R I to 0 04 C14 % 0 "1 "o �1 N POWDER �I "I POWDER= N I,I I o 8' CLNG P 1 $' CLNG o ANN ISI VINYL 30 8 - - t I- - - A-9 ' VINYL I I 1 MC — — — — — 3068 MC 1 - — — A-6 I R&S 42"H HALF I 42"H HALF 4'=1 " &S �1N �1 '-,N I WALL W/ CAP WALL W/ CAP77m rcl y j PR - AB 4'-1 " PR - AB i STEPS: M 2068 HW HW I 1. IN WATER SHEDDING FASHION, STARTING 06� AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB To WINDOW INSTALLATION (METHOD A- _ 1" r ,r1» I THE FACE OF THE SHEATHING. z �� FI WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR 70 THE WINDOW INSTALLATION. to 3 —1 3 —3� 4 —Q 4 —3 5'-2� 5'—2� 4 '=3" 4'-0" 3'-32" 3'-1 " v)z 2. APPLY SILL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. N � 3. APPLY BEAD OF SEALANT AT BACK OF SEAL THE WINDOW FRAME TO (n LnILI In :I WINDOW FLANGE do SET WINDOW USING P OPENING. APPLY A 76" NOM. SS TION A V)o O(� p HEAD SCREWS TO FACILITATE INSPECTION. DIA. TO THE BACKSIDE j (INTERIOR) OF THE WINDOW TH GL1R�H WINDOW JAMB of w IN Lij 4. APPLY BEAD OF SEALANT AT SIDE 1 Ill Tn FLANGE, IN LINE WITH ANY SEALANT BEAD i JAMBS, EXTEND 874" PRE-PUNCHED HOLES OR BEHIND MOUNTING SIN W I A-8 _IN W w II V { SLOTS. FLANGE }, 5. APPLY JAMB FLASHING Tn �i 8. APPLY BEAD OF SEALANT AT HEAD 5. JAMB FLASHING - LIVING ROOM LIVING ROjM t 4 APPLY CONT. SEAL TO THE a) 7. APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOP M O I I (HEAD) AND SHOES (JAMBS) OF 8' CLNG I 8' CLNG 8. REMOVE PREVIOUSLY APPLIED TAPE, WINDOW. EXTEND SEALANT AT ILII ALLOWING wRB TO LAY FLAT OVER HEAD JAMBS 814 ABOVE THE RO. AT - - DO 00 - FLASHING. APPLY NEW SHEATHING TAPE HEAD. EMBED JAMB FLASHING II OVER DIAGONAL CVT - SEE DIAGRAM. INTO SEALANT AND FASTEN IN O co PLACE. (FLASHING GOES OVER SEALANT BEAD BETWEEN I;I SEALANT) FLASHING AND , o I MOUNTING FLANGE oo I, x ;i o HB 305 SH ♦ ♦ 305 SH HB I,y � EGRESSWINDOW EGRESSWIND Ch1(n/ SEALANT 93ECURE WRB AT HEAD N N 8 y2 A-s I' 5. JAMB FLASHING 2 rr 2" ig EXTEND JAMB FLASHING TO 1 OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 814" , " " , " J ABOVE ROUGH OPENING AT BASHING AT HEAD EXTENDS 1" LINE 0 F 51-Opp 10 -0 4'-10 4)-100) " LINE OF HEAD. TUCK TOP OF JAMB BIEYOND JAMB FLASHING. li FLASHING LINER THE FLAP OF CANTILEVERED 10 -0 do 5P-Op CANTILEVERED WRB AT THE HEAD. SEE I� DIAGRAM. 2ND FLOOR 20r_0» 2ND FLOOR 7. HEef_1 FLeSNING [INTERIOR VIEW: 20'-0" j EMBED BOTTOM OF THE HEAD TI%P LEFT CORNER OF WINDOW 40' -Opp Ftp FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING, FASTEN IN SEALANT l PLACE. I \ CUT UNE SILL FLASHING I I It � � I 2 l / SHIM AND ADJUST WINDOW TO A-6 ACHIEVE SQUARE, PLUMB, AND i) LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN CL fi wwoows PER wlNDow SEPARATION WALL i 1. WEATHER RESISTANT BARRIER rti (WRBI MANUFACTURER SPECIFICATIONS. AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP { AND TAPE THE TOP CORNERS AND Ifl� CENTER TO THE EXTERIOR WRB { SURFACE ABOVE. �4 ' FLOOR PLAN 1 /4 I I II I 1 I , , 1 4