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158, 162, 166 OCEAN GATE DR - STRU DRAWINGS I � THIS DOCUMENT, ALONG WITI SPECIFICATIONS: (continued) EZ AN INSTRUMENT OF - GENERAL NOTES: . . f:If ENCINEER'S SERVICE FOR erial and/or OTHER FRAMING . . CODES & DESIGN STANDARDS: DESIGN LOADS: //////,�////-////// /,/�//'..,//�////��/,/ ,I ".1 //, / THE EXCLUSIVE USE AT THI erences and specifications depicted within these engineering documents shall be reviewed by the client and each mat �_4 /-/ //".�,��//�////em/" //// ,Z/ PROJECT TITLED HEREIN. , I /". /�,� /,-, � //, - ,, � " � ,//,.'//.� �/..." 1.All notes,drawings,details,tables,ref NE . "', , NFORMATION DERIVED FRO_�. service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be 1.All structural(dimensional/solid-sawn)framing members,exceptas noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. Florida Building Code-Residential 2014 ROOFS //-,/ I /� I furnished by those persons anc'Vor entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a i 1/1`/�,/, /,. // �/ I THIS DOCUMENT, ANDIOR I "' , Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf // - / ,,, / I , , � � , ,� / �, . / / �.� �//�1,�', , ,/. 1. ASSOCIATED DOCUMENTS, MA' I uch as the one depicted herein. DEAD LOAD/SHINGLES 7#/sf � ///,� I I/ ZONE"I" / I /� thorough knowledge of applicable construction and safety practices required to execute a design s 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in /, // � /.1 I Z� // " I 11, / N ,/ /// with the manufacturer's specifications,instructions and directions. ASCE 7-10 DEAD LOAD/TILE 20#/sf � I 1� , .,,�/ -/, I/ ,/// /" /"� ,/// WORK(S) OR PROJECT(S) nsure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 //./ //1" ,� / /// 2.These engineering documents have been prepared at the client's request to e NDS-05 DURATION FACTOR 1.25 /1- 1//1 - / //// WITHOUT THE EXPRESS /./ /.,/ cifically noted within these documents),,R301.1.3 and R301.2.1.4 � / . I //� ,-// I . / ,./ , I I , . and 1610 of the Florida Building Code,anc'Vor Sections R301 3.All engineered wood posts or columns shall be Trus JoistJI-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or E� ,// ///7777/�7/77 7 7, / / 11 / , �,,/ I A (excluding"flood"design,unless spe TPI 1-07 FLOORS W //,-,/ , , '� WRITTEN PERMISSION OF TH. , = ,//� '.4 / // I I pe of work is limited to only providing the necessary analysis, I ,/// /,�/////�// ,�/ ///,�/// along with Tables R301.5,R301.6 and R301.7 of the Florida Build equivalent,except as noted. Vertical post or columns specified on tf e framing plans and/or details as engineered wood may not be built-up or pieced together to form // .',�/,/ ,/ ing Code-Residential. The engineer's sco ACI 318-05 LIVE LOAD 40#/sf Z /// M ///"/// //"RID //,////., ---____ -,-_Wff / , I // 0. _11- am to conform to or with the structural loading requirements as outlined in the - /// ;� -///,//,�// "//, . // ZONE"I" ,�� - - // = , I drawings,details and specifications commonly required to depict the construction necessary the specified dimensions;they must be solid,one-piece members. P)st or columns specified within these construction.documents as dimensional/solid-sawn members- WFCM-01 DEAD LOAD 12#/sf(Incl�ding CIn'g Below) �- , 0 // ,�//� ///�,��//"// "/ ,/ �.- REVJD'ENZ7EMREFflWN GO // I tructural nature as well as all elements of a non-structural nature. Additionally,the it i 0 //,/ W /////,//Z ,//,//""I/��',Z//,,///11//1, /,/ I I // aforementioned sections of the code and specifically excludes other elements of a s i.e.4x4,4x6,6x6,etc.-maybe replaced by a similar-sized(e.g.a 5.25 x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or DURATION FACTOR 1.00 M , Z 1/// .1//�I //.. /1, '/ ,,/ . I ,/,� 0 ' //,/ I engineered wood products design(except EVVT /, N /////� ZONE /'// //` I /// / - engineer's scope of work specifically excludes engineering furictions delegated to others[i.e.roof and/or floor truss design, documentation required by the engineer. DESIGN CRITERIA: CEILINGS/ATTICS i //�� 1.11. I I /1,; /// I "I ,�,� / /. "�' / e:� /e i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, LIVE LOAD/NO STORAGE I 0#/sf(Notilconcurrent) / � / //'. .�,�,/ I / //., I I ' / �// / � ,,, ,//, specified herein),etc.]as well as other disciplines of engineering- // //'//,/ Ili I 1/1� ZONE ,�' 2 - s and life safety;moisture / 1�1, // I/ // ,//,/ I'll, �// , I an architectural or non-structural nature,including but not limited to egres 4.All nailing shall be with"common"nails,except as otherwise not d. All nailing not otherwise specified within these engineered documents shall be as specified by '/�,/ I I ,�//,." , / . ,/ / the engineer's scope of work specifically excludes design elements of s that the . BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Conturrent) .-/,�,��-/ " / ,// -/�',�;/ [DO");fire-resistance;energy efficiency,etc. The engineer further warrant " I ///� . I //,� the applicable code referenced herein. All envelope sheathing shallbe nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails ./ - I I* / / I I protection,infiltration and/or resistance;resistance to wood destroying organisms("V I BASIC WIND SPEED 130 mph(3 sec.gust), DEAD LOAD 5#/sf / , I /1* / / /I , // I / // .'// I , // & - plicable portions of the aforementioned sections of the code and makes ,� , I / I ". . structure depicted within these documents,to the best of his or her knowledge,complies with the ap or screws. EXPSOUIRE CATEGORY C WIND � . I�,// I I I/ /// .. .. k //,/ /// , // // 1 I no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address - , ",/ / C?/ /�-j /_/ .// // LOADING PER TABLES ,--.4 / / �� / I/,�, / /, 4 1- BUILDING CATEGORY 11 //�/// 1/ /'� <,�/ / .1 acturer's specifications,instructions and � / / "/�/ � , elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be 5.All engineered components,including roof trusses,floor trusses,1�.joist,etc.,shall be installed in accordance with the manuf INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 I / EONE /7 / ZONE /)� . �," �/ . I . . �, , I � �, I'll, .111, ively-to design,account for or otherwise verify as �/ I// ,`�,;��, I . responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or building official,individually and collect directions. SIESMIC N/A / ,/�// �/// 1/1� / The, -� - I . .�,�, // // // I/ I I I I I I I 1. 1/// I appropriate for the intended purpose. � ,// / //1 // �" �� I'll 6.All sheathing shall be either APA-or TECO-rated,Eposure I PS[/PS2(Structural I rated sheathing NOT required except when specifically identified as such). C I I/ /, //,�/,/� I ,V� � not been designed to resist flooding or the associated effects 9 er on the framing plans and/or details. All panel edges of wall sheathing shall be solidly _. CASTILLO 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has Sheathing may be either OSB or plywood,unless specified as one or the oth I GABLE ZONE"Y'-CORNER I A00141% :-P 11* - . thereof It is the responsibility of others-i.e.owner,,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. A �EZ4 ZONE(S),TYPICAL A 1�._., shall the structure depicted herein be sited at an elevation less than 11� _,. appropriate building elevation for the subject site and the improvements located there upon. In no case Use of"ply clips"or similar edge support is required at unsupporteG panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" , . ,.,.,�... � . I . . '' engineering and approved , ,,1 01. . the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall . A Florida Corporation i.-." ": I I �.-7" .I.i e criteria for or otherwise identified as a flood zone - �. ROOF PLANNIEW 0 Designers � ..:;,�". ;1 by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting th sheathing shall not be less than 7/16"thick. Floor sheathing shall nct be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some 11 ZONE"I"-INTERIOR ZOINE(S) I .r.:;,;,�, .�' ffects of V-class flood zones. --,�� .,,, "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential e design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. - .. -. /� ZONE"T'-END/EDGE ZONE(S) I Engineers 11 . I /// . . � 12 , * . � 4.The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,.standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone veneer fmish,the APA(www.apawood.orgo recommends the use of either 15/32"thick,,32/16 span-rated �1, "ET' DIMENSION: 655o Roos'evelt Blvd.I ,� �- - . ined within the design(s) I 1. E�fl ZONE"Y'-CORNER ZONE(S) Jacksonville,FL'32244 I . . ** 51-311 ** '11 -6100 herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions conta sheathing(Exposure 1,PSI/PS2) or 7/16"thick,24/16 span-rated Siructural I rated-sFeathing when the sheathing is installed with a vertical orientation(long axis I es,et al. However,should any portion of these engineering - commendation is at the sole L J (9()4)�72 or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,cod parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional * ormation).The discretion to enforce the aforementioned re - --- I FL CoA No.z9015 documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the I the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer i-u-itability of the nonconforming materials with the Building Officia having jurisdiction over the project. Failure to do so may result in the need to significantly enhance - for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the the construction of the exterior walls. 11 (:) engineering documents or addendum thereto. 8.Metal connectors shall be Simpson brand hardware,as specified I erein,and shall be installed in accordance with the manufacturer's specifications,instructions and I V� � The design(s)depicted herein may not be used to d the specifications of the connector(s) t 1'\\�,\�\,\\,l // directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or excee . I 1� 5.These engineering documents may be used one-time-only,and only at the specific site or location identified herein. , OV execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. specified and have a propriate product approval and installation insi ructions and directions. . 11 \ I/ �4 p �, \ / - \\ "" . , � \� "/ U o � \ I/ 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. . I .\. ./- )ll_� 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not.commence construction if a conflict is present. FOUNDATIONS,CONCRETE&MASONRY v 41N Fl_-� 0l_lllll`l`1 1 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,surve and/or other data or information shall be reported to the I L The foundation design(s)depicted within these engineering docur.ients has been completed in accordance with recognized standards,recommended soil design . �-4 = �:) y . be discovered during parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein 1111�///�/�, W-� C/� Z engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies is/are intended to minimize differential movement resulting from th4�heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the construction,construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout the u�nable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of i C, 0 the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of I / 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations 1/ �� U partitions above floor slabs,finish work on or above the floor slab a ad the locating or constructing of secondary elements near the structure that could affect future '/ and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance. / ��/ V% 77 Lll__� /, E---� �:) CA or for claims arising from the use thereof 2.The foundation design(s)depicted within these engineering docwnents has/have been prepared based on a relatively flat,well drained building site featuring I / � / Z 10.Unless specifically depicted within these engineering documents,,the engineer has not been made aware of nor accounted for other components,elements or systems exclusively non-expansive soil with an allowable soil bearing capac of not less than 2,,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth /, /�,,2LJ \\ that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I 7 , 771 T77777177 \� C/� 0 raming should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no ftirt ier construction shall occur until the engineer has provided additional direction. 0 Flllllllllllll1 I 1.These engineering documents should never be scaled. Wall f 0 P--� ,A framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 3.Backfill should not be placed adjacent to the foundation walls unfil the walls have cured adequately to provide sufficient strength and have been anchored to the floor ____-_ , drawings. system above or otherwise properly braced or shored to prevent damage to the wall. .1_ Q00) �� u 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.ofheaders,beams,columns,posts, 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. ___ )lll� _._. '.4 W 41...1 studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the In the absence of a geotechnical.engineer's report,the site and soil snall be prepared to the satisfaction of the Building Official. ____�- IN 1l_ll`lllll1 associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded orenhanced, FLOOR PLANNIEW .<� U within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated r=� W 13.These engineering documents include multiple pages.with cross-references. All pages of the engineering documents should be reviewed and understood before using column or walll unless indicated otherwise. "EZ" DIMENSION: 1-1 ZONE"4"-INTERIOR ZONE(S) > sa., O..4 the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before oundation performance. While the location of those steps,jogs and elevation 177-71 V� 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to f ZONE"Y'-END/EDGE ZONE(S) �D �� proceeding with intended use. changes indicated or otherwise known to the engineer have been de)icted within these engineering documents,it is understood that some of these items may change ** 5t-311 ** L� �:) (= ON during actual construction. The design(s)depicted herein can only;iddress the proper foundation configuration as specifically depicted herein and could require U� 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having additional analysis and effort should field revisions merit. � � qt:t W jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible forthe means and N�� #�, r...� ormance with all applicable laws,rules,regulations,codes and 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I 11,N�,-_ MAX. ON-CENTER STUD SPACING (in INCHES) Fllllll`lllll`1 orm their respective functions in conf , 4� 1 C) methods of constructing the structure depicted herein and shall perf or any purpose until a)they have been reviewed,b)they have been system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore 11 I END-ZONE/INTERIOR ZONE: standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used f d-esignee(s). I WIND 130/c FLEXIBLE FINISHES (NOTSTUgLO > rr� approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheir the walls throughout the construction process to maintain the integrity of the design(s). I Z Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the Mn.Rf Ht <30' PL� issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of 8.The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the FINISH FEEX. 2x4 2x6 2x8 2xI0 �-4 - completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such perimeter thereof Unless otherwise indicated,all footings and flat -oncrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 4 ,_ PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP E rmed the structure is safe,sound and in comp kiance with all of the footing or slab;Or,upon clean (NOMINAL) .' � time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confi of Modified Proctor Maximum Dry Density(ASTM D 1 557)for a depth of not less than two feet(24 inches)below the bottom COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALL0WABL!'.'_-. 81 24'1/24" 24"/24" 24-724" 24"/24" 24"/24" 24"/2411 24"/24" �� <:� g applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering docut-nents,. ,.., I GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed-soils(with the compaction -, 9f 24"/24" 24"/24" 24"/24?' 24"/24" , 24"/24" 24"/24" 24"/24" . _' `� thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND I30_/_C ROOFS(all values negative-i.e."UPLIFT") .I -,WAlLL§' Windo�t.&Doors) 10, 12"/16" 12"/16" 2411/24" 24"/24" 24'1/2411 24"/24" 24"/24" (= uments to deteirmine tiw proper PITCH >6/12 - I . ZONES - I . I-"Vmm 15.It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering doc. , Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the Mn.Rf.Ht. - 15' ZONE 1131- ZONE 11211 ZONE'll" OVERHANG OVERHANG END ZONES �.__ ill 10'1/12" 10"/12" 24"/24" 24" 4" 24" 4" 4 . W r-04 . the esigns,as well as insure Oe soundness Z procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute d __ building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the -_ erection iflry�_6 coatracto4(-s)and labor AREA(insq.ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEGA�IVE POSITIVE 12' 611/811 8"/12" 2411/24" 24"/24" 24"/24" 2411/2411 24ft/24't of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibi � site be prepared to a lesser degree than that which is outlined herein , �� C/� W ide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.98 22.10 141 1 N.P. N.P. 1211/16" 24"/24' 24"/24" 2411/24" 2411/24-t contributors to prov ed within these documents are properly installed,inspected and approved. Bracing shown throughout these 9.All concrete slabs on grade shall be no less than the thickness inc.icated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 1 _ -20.98 1 -36.34 1 -36.34 -27.72,, .21.17 -23.04 21.17 16' N.P. N.P. 12"/16" 16"/16" 16"/2411 24"/2411 24"/24" -<� �:) C.� . as all of the structural elements and components depict stituted for the aforementioned temporary bracing. ". 50 -23.23 -23.23 1 -19.48 1 -34.84 3484 -.AAft 1967 I -21-.54 1 19.67 18.5' N.P. N.P. 81l/81f 8"/12" 12"/12" 24"/2411 24"/24" CS g and should not be confused with or sub (minimum)6mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4x I.4 _,_.- - engineering documents is permanent bracin WWK lapped not less than 8"at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I I >100 1 -22.10 -22.10 1 -18.36 1 -33.72 ��-372 1 -23.04 ��1 �� 1 -20'.60 1 18.73 - 19.5' N.P. N.P. 817811 8178" 8'71 2" 24"/24" 24"/2411 1 Q�) E--� 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1� 205 N.P. N.P. 1 6"/8" 811/811 1 8"/8" 1 16'f/2411 "/2411 . ot exceed the allowable live loads of the . 7 21.5' 1 N.P. N.P. 1 61/6" 6"/8" 1 8::/8:: 1 161716" 172411 �� 44 W ents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does n � � - f, these engineering docum I 225 676" 1 6/8 1 1611/161- 24"/24" floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,500psi at 28 days. 4 I I .,� P-� �[! 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 1.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less - C/� U� provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. E--� W 04 18.These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along withthe associated I MAX. ON-CENTER STUD SPACING (in INCHES) � �_� �:) W 12.Reinforcement shall be detailed in accordance with ACI 315,D,tailing Manual. Minimum concrete cover for all reinforcing shall be as follows: END-ZONE/INTERIOR ZONE: = standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 311 1 �> nd -, WIND 130/c BRITTLE FINISHES (STUCCO,etal) routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting at b)Formed concrete exposed to earth or weather: 1 V2" 1, 'e, 0 (Z) �j Mn.Rf.Ht <30' anner. Should permitting and/or actual construction be delayed beyond the applic.-ible effective 3 it 1. - I enforcement agency(and subsequently used for construction)in a prompt in c)Interior slabs,walls,etc.: /4 L 2x4 2x6 2x8 2x10 1, FINISH BRIT. ' - date of the edition of the code,standards and/or deign methodologies referenced herein,,the engineering documents shall become null and void and shall be returned to the I I PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2SYP #2 SYP �� \,c U engineer who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,s.tandards and/or 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal . (NOMINAL) . \%1.0 1 ).-4 9 I be used. All longitudinal 8f 161/16" 16"/24" 2411/2411 24"/2411 24"/24" 2411/24" 24"/24" methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at(around comers and intersections,and/or matching comer bars shal I I 9f V� r--� s such extreme (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LEOEND - - 12"/16" 12"/16" 24-1/24" 24"/24" 24"/24" 2417241- 24-1/24" 44 ,r\ .<� 9 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. A 9 lapped at splices a minimum of 25". L 10, 1011/1211 10"/12" 24"/24" 24"/2411 24-724" , 241724-1 24'1/24" ort to minimize the potential for errors,omissions andlor conflicts. � ill 610/811 8"/81t 2011/2411 2411/24" 2411/24t' 24'f/2411 2411/2411 care and code-required factors of safety have been applied throughout their preparation in an eff � 1 (2)2xlO-2/3 K-HEADER/BEAM CALL-OUT � Z N �:) �:) However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent'#ability ofthe 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done � 12' N.P. N.P. 18'1/2011 22"/26" 24"/2411 2411/24" 2411/2411 � engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "S.)ecifications for Structural Concrete." 1�1%* 7 40�NUMBER OF KING-STUDS EACH SIDE OF OPENING �1 141 N.P. N.P. 8171211 1211/12" 12"/16" 24"/2411 24"/24" INC &__..,1 once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as NUMBER OF JACK-STUDS EACH SIDE OF OPENING _� 16' N.P. N.P, 61781t 8"/8" 1 8"/12" 16724" 24t'/2491 Q) r___q U depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/ASCE!/TMS 402 Masonry Building Code. __ �; 18.5' N.P. N.P. N.P. N.P. 61/611 12'1/16" 24172411 SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 1.'� 195 N.P. N.P. N.P. N.P. 511/6" 12fl/12" 24172411 .<� ,r\ 0 �:) I I k NUMBER OF PLIES IN HEADER �� . . ry and remain the physical and intellectual property of the engineer. I 1 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 1611/2411 ocuments and the designs and ideas expressed herein are an instrument of se ice 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-]learing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive 11 44 00 04 20.These engineering d d .�� -4 For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elementscontaine strength of 2,000psi(fm= 1,500psi). ALL EXTERIOR HEADERS 1 (2)2x6-I UNLESS NOTED OTHERWISE 21.5' N.P. N.P. N.P. I N.P. N.P. I 8'1/811 16716" V'") 1 22.5' 1 N.P. N.P. N.P. I N.P. I N.P. 1 811/811 1 16"/161- herein are prohibited without the expressed written consent of the engineer. 17.Mortar shall conform to ASTM C270 and be Type S. . ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 1P L if - = '..11lli 4-� v� 2 1.These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used t EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL III , 19 5 � resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure forthe specific site or 18.Grout,when specified,shall conform to ASTM C-476,with a n inimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" 1 BE SHEATHED WITH MINIMUM V,Q-'NOMINAL)SHEATHING DESIGN MEB location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and I I". I WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. I ly available maps and/or satellite imagery. The Building Official shali'verify the DRAFT MEB published by the local controlling authority and/or the state DCA,and/or other common �J wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. . MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING -1" The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location informationprovided to him 16 CHECKED EAW 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. 1. Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. llRSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THICK WALL SHEATHING. I . 1 20.Provide horizontaljoint reinforcing in CMU walls at 16"o/c ve tically conforming to ASTM A82 and ASTM A167 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S. I I � < >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" DATE 6.6.2016 MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, SPECIFICATIONS: I STEEL RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-157 . I TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. - %%is I 8" ., .% .% I WOOD FRAME WALLS 1.Steel elements shall be detailed,fabricated and erected in accord ince with AISC"Specification for the Design,Fabrication and Erection of Structural Steel ��Q.FXt ( AAP - ll� raming(studs)may only be interrupted(i.e.broken,pieced or"platform-framid")when Buildings,"9th edition. I � FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MAS RY CONNECTOR SCHEDULE - .- 0 oil - . We - 1.Unless otherwise specifically indicated within these documents,vertical wall f d % 0. 1. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and sIpuld not be . ASTM 307 0 % Nt , Q , CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ NT WATION,"'EXTIMONO FOUNDATIONg EXTIOTEM-O'ALL FOUNDATIONg CfMU *AU TIE-BEAM /LINTEL *% " ATR DIA --EMBED MIN _�� EDGE D19T I ..0 . fully-braced by an intersecting sheathed floor system. by the engineer. All vertical wall framing(studs)shall be continuius and 2. Structural steel shall be ASTM A36,except as noted below: or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) EMBED MIN EDG!E MIN EMBED MIN/MAX EXEMIN TM aq.. used to support platform framing unless specifically designed to do so and specified as such 1. a)Pipe ASTM A53,Type E or S,grade B - -44,-66 518" -1/2' yl)��, 3- 12" 1-3/4"/6" N/A ,,01�hA er, - - uninterrupted between points of lateral support. . b)Tube ASTM A500 H2.5 (5)8d PER END (12)16d ABU i n . "*; H5 (4)8d PER END (10)16d/EACH LTT20B&DTT2 1/2-(EA) Nv/MIN 5-1/2" 4"Nv/2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN lowN 4�0 a e r.9 * 'I/142:S P C'G - : X. Od x 1-1/2"PER END 1 2"%v/4"SPC'G 3"SPACING Z 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete(rmasomy 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. H8 (5)1 (22)10d SINGLE MGT 518" -li2' 5-1/2" 3- 12" 1-3/4"/6" 12" C.L. I . 1. � W & 0 ft shall be pressure preservative treated. . MTS12 (14)10d or 10d x 1-1/2"TOTAL 2x(22)10d DOUBLE MGT (2)5/8- -112" _ __-9-1/21, 3- 12" 3-1/2"/4" 12" C.L. to * . _% 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL (18)16d SINGLE HTF16/4 5/8, -1/2* 7-1/2" 2" 12" 1-3/4"/6" 12" 0 1 a % I I C.L. 0 0 \ % 41111, 3.All vertical wall framing(studs)-including"jacks' and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and)ortable(s), A307,A36,SAE 1018 and Grade 2 bolts. LGT2 (16)16d SINKERS TO TRUSS, #$ t4a A #6 on the framing plans and/or details. All vertical wall framing(studs)larger that-,2.i6 shall be#2 1 (14)16d SINKERS TO>&POST 2x(18)16d DOUBLE HTTI64 (2)5/8- -1/2" 7-1/2" 4' 12" 3-1/2"/4" 12" 1 C.L. 6 . I ft w/maximum 19%moisture content-except as noted or specified otherwise � H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(18)16d TANDEMHTT16M (1)518" -li'2" 9-1/2" 5� 15" 1-3/4"/6" N/A N . SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. . 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. MSTA12 (10)I Od TOTAL (32)16d Sinkers SINGLE HTT22/5 5/8' -1/2" 9-1/2" 2- 15" i 1-3/4"/6" - N/A JAC I ' 44 1 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, e:u,.,e#walls that MSTA18 (14)10d TOTAL 2x(32)16d Sinkers DOUBLE HTT22/5 (2)51/8" -1/2" 9-1/2" 5" SEE PLAN - N/A (904 _62�1% MSTA24 (18)10d TOTAL (20)Y4"-x 2-1/2'SDS SINGLE HDUS 718" . 8. 3' 13-112" 73-1/2"/4" _ 13-1/2" 1 C.L. - % I are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. . CORROSION&DECAY RESISTANCE: MST37 (42)16d TOTAL 2x(20)Y4"-x 2-1/2"SDS DOUBLEHDU8 (2)7/8- . 13-1/2" 3" 13-1/2" 1 3-1/2"/4" 13-1/2" 1 C.L. . SHEET - 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS SINGLE HWI I 1. 9. 15" 1-3/4" SEE PLAN N/A ollowing three options may be used to resolve the conflicting thicknesses:- a)The MST60 (M)16d TOTAL 2x(30)Y4"-x 2-1/2'SDS DOUBLE HM I 1 (2)1- 15- 15" 4' SEEPLAN N/A specified either in the stud table(s)or relevant notes. In such instances,any of the f jacent wall may be furred-out to i thickness boards/lumber,joists,posts,etc.-shall be pressure preservative tre ated to a level rated for the specific application. Borate-based treated wood shall not be used as/for CS16 (30)8d or(26)1 Od TOTAL (36)Y4"-x 2Y2*SDS SINGLE HIXJ 1 4 1. . 15" 3" SEEPLAN N/A thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The ad . different thicknesse-i and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the SPH4,-6,-8 (12)10d x 1-1/2" 2x(36)Y4"-x 2Y2"SDS DOUBLE HDU 14 (2)1- 15" - - 115" 14- - I SEE PLAN N/A similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain application. HPAM22 (23)16d (16)10d HGT2,HGT3 (2)3/4- 7' 11-1/2" 3- SEEPLAN 11-1/2" C.L. column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe three' I I I I I I the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood LTP4 (12)8d x 1-1/2"TOTAL I(16)10d I HGT4 _ I(2)3/4' 7' 1 9. 13- ISEEPLAN I I I-1/2" 1 C.L. aforementioned options are considered to be practical, a 2.All interior wood and wood-based members in contact with con rete or masonry shall be pressure preservative treated to resist decay. A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDATION"CONNECTOR SC ULENOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF f ., 4 the allotted wall cavity. I (EWP)or structural steel column may be used within I� META20 (12)10d x 1-1/2" 1)USE SIMP (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY 3.All fasteners(nails,screws,bolts,etc.)less than 1/2"in diameter md in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or SON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-1 FOUND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) I HETA20 (12)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT.EDGE,El ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL I stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility . 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8"SPACING BE EN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE FIELD FRAMING � with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRY (16)'6d SINKERS To TRUSS, 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM TFIE ERIOR FACE OF THE FOUNDATION.CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCI usive use of SS connectors and fasteners. (7)1/4"-x 2-114"TITEN SCREWS TO WALL CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. . = excl The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS MTSM16 (7)10d or 10d x 1-1/2"TO TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB ATIONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. : i,; 1-1 r (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL L " ffl erence"field frame"or similar. At these,confined MEASURED FROM THE LOWER SLAB ELEVATION � 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or ref ions niay include connectors and fasteners. HTSM (8)1 Od or I Od x I-1/2"TO TRUSS, L -,A VOPY monstrable design for the specific application. These elements or applicat 16 6)ALL PARTS/MATERIALS TO BE INSTALLED IIN ACCORDANC 'ITH MANUFACTURER'S INSTRUCTIONS& locations the engineer has determined that it is unnecessary to establish a de lurne ceiling treatments and similar,non-typical construction and/or (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS ---- stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or vo 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE'COMMON-SIZES U.N.0- ity responsible for the execution of the construction depicted herein to cmate his or (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANC HOWN ON PLAN SUPERSEDES MINIMUMS SHOWN REVIEWED FOR CODE COMPLIANCE = I accessories. As such,the engineer has deferred to the contractor or other person or ent with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvani zed connectors. FGTR (18)1/4"-x 3"SDS TO TRUSS, ON THIS CHART . her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance a 2(2)1/2"-x 5"TITEN HD's TO WALL - 9)MINIMUM EDGE DISTANCES OF 4-OR MORE REQUIRE M[fMrNv i 6"WALL FRAMING CITY OF ATLANTIC BEACH 1(8)10d TO FRAMING, 10)MINIMUM 9-SPACING BETWEEN META-or HETA-ANCHORS .N.O. rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official. 5.Regular inspection and maintenance of wood,wood-based and' tal products used in structural applications and/or used in outdoor or other potentially corrosive ' I MSTAM36 1(4)114"-x 2-1/4"'ITTEN TO MASONRY I 1)MINIMUM 1-1/2'EDGE DISTANCE FOR TITEN SCREWS I SEE PERMITS FOR ADDITIONAL - -�e I 12)MINIMUM 4*EDGE DISTANCE FOR TITEN HD's I -- environments or applications is essential for continued,I I ong-term.atisfactory performance. - 7 "r.winr.mcm 1 a AMU%;Vlmul I 1VN5 � � . - I . I I I � REVIEWED BY: f?l - DATE: //- I:YL I . . � I . I - I I � *# 1 77—0 1 1 —I — I -) � / i .1, - I TH1,5 DOCUMENT. ALONG! WITH ( *RODS AT MAX.5'-8"o/c. 34 =====Cj RODS AS SHOWN ) -4 RODS AT MAX.Y-070 . (*RODS AT MAX.5'-8"o/c ) z .1 - �, 4 I.- Id i .., ,_ - - ___1 V-1-- - - / ## .04 / 20 _6 / I __F__ I .�� A,5i5OCIATED DOWMENT,5, IS I ! I I AN INSTRUMENT OF # 6#-6 P6'-6 1 : : I . I f i . — I - 120 -Ott � rf�� I -----i�-- Ti-6,A LJ I . � i�; . i _1 : ENOINEER%5 8ERVICE FOR THE - I (�x 8� 1 — o ,5T2 I OSB 3"/12" 7/ I ; PROJECT TITLED HEREIN. PORCH PADS TO BE: PORCH PADS TO BE: 00 I I 00 ; I x �/_� I I A INFORMATION DERIVED FROM 20"x20"x16"W/244'S 20"x2ON16"W/244'S �_: - __ __ _—M-31811 1 ASSEMBLY-a ><��_ I T16E I - "T16 : TH19 DOCUMENT. ANDIOR ` BOTH WAYS BOTH WAYS � I EACH END&I"I ES @ 24"O/C. C14 A8;5OCIATED DOCUMENTS. MAY I.- to #10 #0 #0 . ( - I NOT BE V,9ED FOR OTHER fo#_0 6*-6 1 6#-6 fo#_0 . � I _______=._ - , I WORK(,5) OR PROJECT(S) - L/ / i --------- r m bf% P% ____ .-----=�� _ . ..--........ ---- - -- -__-,i---------------------------------. ,,-------..-.1 /I % /I \ 16( . 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W'A��,SION MT. 8 - 1� � R' 3- f## EXPA MO T, * I I I JI � IO V. - - - -_ � I I W/(3).13 1 N3"NAILS I "IT IV : �) 11 $4 t'-Eli vl I ,Ili 5�11, I it / .1� I: = �� W"i 19 47 * -#".# ��t=-fe". �( RODS A MAX.5'-8"o/C,) )!( ONVENTIONAL STRAPPING PER DETAE I )9 (*RODS AT MAX.51-8 0 I 11 I i " � 14. - I � I,/ ! (-C .1/ - I I/ I )I .I.. 0,11F I - _____I___________.. _ ----------------T---1-----.---, ---------- .--.---.--- - - _--------] __ IF _-1--------------------7---------- . T I ------____ -----------------------------�I ;------ --T-----...... I-------------------------------�----�---------- 0 1___-TF--_-- = --------------JT---------------I------------------------1---- ----�. .9� A!� i i i ; I �----------- --I : 1"'T , � I- --------IT------ , 2)2x� ,ON O-CONTA/ I i i I t i 0 �1/2 i i k8 D I Il'") -, I __T*____,__],1 a -T- -"--! � :: I — . 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II 11 ./I ASSIrLY, /� ,,ASSEMBLY. � � I I � Ili i : �\ L;JU4' >4! & ; i 6 :I : ;I h_1_____I1jj I [T12 / I : A -� < I 11 Ih__.LL��I I 1 4 11 1 12 _L __ , : 1! i . I I %\1 I I I x \ I 11 :m WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. -_ - --.--- . --.-- _ -_ _ __.; ____ ____ -_ , � . ------------_.--1 N I / \ � I L I i : , i I I %,+ '1.11.j�_ _-, ____ -----..-- i i P \11 . j,",-%,%j-,-�,%_".L - ____r_1____ __�7_-----=__ j i : 11 I ___ i . : / -1.1 �� 1% - - 1j______ ----11- 11 T1 T11 __T;� 1@)2x6jlCON&-1/3 11 ;I \ , - I / � S �� J"TO I"DIAMETER HYBRID THREADED ROD ASSEMBLY. ------JL--------.-]------�--I.-- _114 -_ - - I ,�: ------IL-_-]-------- � i, 11 . 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EMBEDMENT INTO FOUNDATION AND COUPLINGS AS STRAP ALL SECOND .......1111(* r I !It RODS AT MAX.31...111) , ), �� @ EA.SIDE OF i RE'Q'D. 2"x2nXI"WASHER ATOP UPPER-MOST TOP PL. I FLOOR ROOF BEARING :2�9 I COLUMN,AS ASSEMBLY. 8 - _� SHOWN. WALLS TO BEAMS / r7� 2nd FLOOR STRUCT RALPLAN �� f'o*'A F T "� REAR PORCH FRAYING DETAIL IMADERS BELOW PER WINDOW TiLLSADER DETAIL, rB �,�' 3/1611 = 11-011 OFFICE COPY ______ I_��, ______ ._..___.______________ - ___._---------------.--------------------------------------------...____===j1 11-1�, DETAIL A/ST1. -------------- ----------------- ---------—-------------- --------------- � - IT I �� ,5T2 / rT� , �2 - . 1". � TC I , r. � ` � t - -— '%"'*N ?7'N� I - ;0;14 r8lf 0 1 1 1 "/, D I 'I- * * I1 1 1 _�_ T !I - /1-4, __ _ T -4(------. __ ___ __ r`- ' , t- 7 _f4 : 7 --- __i- I I I - r---------j____T L::�i n;z, 31to 7 � �I V I I - � I . - . - - - I � � SHEATHING THICK�ESS & ATTACHMENT SCHEDULE I I 7/16- THICK (MIN.) (24/16 - THIS DOCUMENT, ALONG WITH i SPAN INDEX) APA- OR r-HEADER. ADJACENT TO J J J ASSOCIATED DOCUMENTS, IS AN ! TECO-RATED WALL SHEATHING . M TOP >- PER CALL ORS AT \ x , �, X VK x � I 2 I INSTRUMENT OF ENGINEER'S ROOF SHEATHING "WALL SHEATHING" i */(1) ROW OF 8d NAILS 0 TOP >-TO-CORNER POST r T x r WIND - I 3 RO OF PLAN. (supported @ 24*O/C MAX.) (supported @ IFUTNITY-) ! I 8 (1) ROW OF a 10d NAILS 0 8" 3*o/c AT TOP OF SHTN'G(IN TC I . I * 0 TOP >) AND AT BOTTOM OF >-TO-HEADER 0 MAX. 32"o/c. SPEED& - 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING" I I 10d NAILS 0 0 0 C., STAGGERED III N 1. -L� . � .- AT THE PROJEC TITLED HEREIN. I A� SHOWN. EA -G (IN TO HII No I [I III !- `� :�> INFORMATION DERIVED FROM THIS MIN.THICKNESS-** . A, 11. SHTN %. I L� EXPOSURE INT PERIMETER/HORIZONTAL VERT APP.W/ VERT APP. INT END I 0 4" D.C. 0 ADDITIONAL >-TO-HEADER 14%141 T t 1A - (SPAN INDEX) i (1) ROW OF STAGGERED. PLY. .,: . ZONE ENDZONES APPLICATION OUT STUCCO WJISTUCCO ZONE ZONE 10d NAILS 0 1 1/4" OFF I 0 0 . CONNECTORS REO'D */ TRUSS ,, GARAGE. : . I DOCUMENT, AND/OR ASSOCIATED I 1 6* O.C. I . � � 77 I 7 -77-17- 1 5/3 211 1" <OF 24. UPLIFTS 0.000f FOR HIGHER I ., I I I DOCUMENTS, MAY NOT BE USED 7/16- STRUCTURAL G7 1 2" G7 1 2" 1 STAGGERED, 0 11 + + . ---__��'Z .131.3* TOE- OR END-NAILS RACE OVER MIN. (4) I I I (1) DIAG. B I-RATED OSB MAY (2411 G) (2411 G) (32/1 G) I I � s" * 0 110 UPLIFTS USE CONNECTIONS AS . -0 KING-STUD TO HEADER TRUSSES APPLIED TO BACK SIDE OF FOR OTHER WORK(S) OR I I "THIN 3/4" 2 I' SPECIFIED ON STRUCTURAL I I . BE USED I.L.O. (Supported @ 24707 TA-X.) 1 0 OF CENTERLINE PLAN. TRUSS TO >CLIPS TO I 0* IF THE INDICATED EMBEDDED . 2xIO HDRS: USE (9) NAILS, � WEB. CONNECT TO EACH TRUSS WEB PROJECT(S) WITHOUT THE 15/32- EXPOSURE 115<132 mph 7/1 G11 G111 1 211 0110 MIN.THICKNESS(SPAN INDEX) NAILING;; i OF 2x4 I 0 BE ATTACHED TO SH:--ATH�EE�D STRAP(S) ARE NOT PROPERLY 202 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE I W/(2) NAILS. INSTALL DIAG. 'BRACES EXPRESS WRITTEN PERMISSION OF 1-RATED. EXI C,&D (24/1 G) I 0 1 CAST-IN-PLACE. THEY MAY BE III USE (12) NAILS. OF WEB . F CONT. LATERAL--� HORIZONTAL VERT APP.W) VERT APP. INT END I III te / / ----- INTERVALS BETWEEN ENDS. I�: BELOW. 1 5/32" 1 5/32" 1 9/32" I EAQa JACK-STUD TO ! .131x3" TOE- OR END-NAILS- HEADER. 2x1O HDRS. USE . 0 * 0 KING-STUD TO HEADER. .1 '�� S & 0 MAX, 20' / I GARAGE. 00 REPLACED BY THE FOLLOWING: �� BRACE LINE THE PROJECT ENGINEER IDENTIFIED APPLICATION OUT STUCCO W/STUCCO ZONE ZONE ! 0 01 (1) HTT22 *0 -(1) MSTA-SERIES STRAP 0 G111 1 211 G111G11 � I I 1j" . . Z, (32/1 G) (32/1 G) (40120) �v I Im I I � . . I I I I - 1 1/2- 1 1/2- 2 1 5/8- 200 HORS. USE (9) NAILS. � 18" STRAPS, 2x12 & ENG. . . . . I REV DESCRIPTION 0 BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" 1 -- 2x12 & ENG. WOOD HDRS. -P -W WOOD HDRS. USE 24* 1 -- MIN, WALL SHEATHING & OF WALL SHEATHING. NOMINAL SHANK dia., RING dia. 0.012" OVER SHANK dio.. 16-20 1 rA2 yr N Em ME wr at sw R1 ma wr in iMl USE (12) NAILS. ... . . WW&DED STRAPS MUST .� \\: . - NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. I WO0D*Tie ANCHORING ROD�J---- /16- THICK (MIN.) (24/16 SPA*---� - BE INSTALLED w/ADDITIONAL CONTINUOU L, AL IF LATERAL BRACE MUST BE MADE OF -- 1 BY REQUIRED SHEARWALL ! �EICAL CONNECTIONS 0 STUD AL FRAMING PLAN FOR NUMBER OF PLIES. FAS - PA- OR TECO-RATED �, PC. OF #4 REBAR PER BRACE QUANTITY AND \ MORE THAN ONE PIECE. DO SO BY ROOF SHEATHING PER MMS. JACK-TO-KING STUD SEE STRUCTUR TEN WALL PER DETAIL B/STI. AT INDEX) A ,---> - NAILING (SEE F/STI). SEE P/STI FOR BOTTOM CHORD I SHEATHING-TO-POST W/ MIN III 0 12* O/C OR GYPSUM-TO-POST W/ LOCATION DEFINED BY J TABLE. W/PLY CLIPS BRACING REQUIREMENTS. I ASSEMBLIES. CORNER POST. EEC. IN 5d's 0 4" O/C. IF MORE THAN 3 PLYS ARE USED. CONNECT EACH WALL SHEATHING w/3"/12"o/c SIMPSON INSTRUCTIONS. 00 TRUSS ENGINEER, OVERLAPPING AT LEAST 2 TRUSSES 2 F (4) .13lx3* TOE-NAILS 0 EA. TRUSS/ I *SPECIFIED NAILING REQUIRED FOR M SEGMENT. WITHIN 2" OF 8d NAILING. EXCEPT W1IEN NOTED. ::: I ... MIN. 19/32- -TO-TOP PL. IN ADDITION TO i EVERY PLY IN ADDITION TO 2 ` OUTER PLY TO SHEATHING AS ;PFrIFIFn RAFTER ENGINEERED TRUSSES OR I S. jACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL -: USE -RJ VERSION OF 1 (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE I EDGES */2x BLOCKING. I.: STHDI4 AT CURB WALL NAILS 3 - ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & CONVENTIONAL (SOLID-SAWN) . I ASSEMBLY. ROD 0 CORNER ' ECTOR 0 (DTL 2/ST2) �i . NOTED OTHERWISE. RAFTER BEARING POINTS. FRAMING. SEE PLAN. LAYOUT OR I MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR 0 1 LOCATIONS, EITHER SSOCIATED DELEGATED SIDI OF CORNER JACK-/KING-STUD ASSEMBLY- MAY BE USED AT � :�� 4//: 4 - Effi'L , TO-FO I P T .�, UN \ . TRUSS-TO-PL, CONN T R ENGINEERING FOR TYPE. SIZE & R . I I ASSEMBLY. III 111111 1111 NON-CURB WALL (DTL ORIENTATION OF MEMBERS. ' q, I POST ASSEMBLY-TO- I/ST2) LOCATIONS, \ V � i �1361�11DATION. (MAY BE USED EXCEPT AS NODIED ON STRUCTURAL PLAN(S). . The - ------------------------ #2 SYP TOP PL.. FASTEN PLIES I ----.-------------------------------,-------------.-----. ---..--.---.-------------------------------.---- ---------- ----------- I.L. WOOD$Tle RODS) I "Al ROOF TRUSSES TO HAVE: i.------------------------------�........---------------=---.-.-----------------------------------------.-.�--- - ---- --------- ,S� 2 2x NOT TO SCALE --l-mli. TOGETHER */ (2) ROWS .131Ix3* NAILS 0 . \ -t -, - 1" ---------------------(------,-----,---,,-,--------------- i LENGTH OF CS16 STRAPPING */MIN. (10) 10d L DOOR(S) SHALL BE ../ \---.--m-------------M-----------x- ----A-------- ------------- - I) �D C ..--.-.---.-.....-------------- � I,,\ -1)VvC SCREW 12"o/c. STAGGERED, w/ MIN. 24* LAP / 7- I (1) H2.5A 1 OR � , I CASTILLO i -- I INTO EACH PLY OF SILL & HEAD(ER), EXTEND , ATTACHED MIN. (12) .1131x3" NAILS IN EA. LAP. I kMING+ TRUSSES ! HORIZONTALLY ACROSS STUD ASSEMBLY& I APPROPRIATE FR, - I MULTIPL .1. . I MEMBERS IN i r 1-1 . SPH4-6-8 0 MAX 32"o/c 0 PL.-TO-STUDS BLOCKING. CONTINUOUS TO CORNER, FILLING ALL ss MAY USE PA511 or -68 STRAPS I.L.O. STHD's I .. .. - NOT REQ'D WHEN USING WO0D*Tie HOLES W/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE AT STEM-WALL APPLICATIONS. ATTACH TO FOR TRUSSES 0 24" O/C MAX Group "' *TOENAILS TO TOP PLATE NOT REQUIRED -� ANCHORING RODS PER DETAIL B/ST1 f-4 STRAPS 0 SILL) WOOD*Ti APPLICABLE 4 77-7.7 -31-. OF ADJACENT FRAMING(STUDS). e ANOHORING RODS MANUFACTURER'S FRAMItJG W1(g?) 16d or (2 10d " I , ,1�.".tj . �. TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. W/(2) ROWS .%�,�-- H PPRiR.�F,��i,�Z�9i,�197,i,�)�gp;q�t-157,�;��..--4�199�b�-etyy-clt TRADITION METAL QN)NEA r--- X x ----------------------; ,-,-----"----, --- A Florida Corporation .,,' . ,%��-. , .< 1 x � 1. - INSTRUCTIONS & -/ ..'�'�" '....� �...., 7,$T OF .131x3" 0 12"o/c, STAGGERED. AT _; DIRECTIONS. I 11 Designers .... - MIN 23 23/32- APA- OR TECO-RATE STRUCTURAL PLAN I / � ., � -.� I I EXTERIOR STUD WALL SPECIFICATIONS 11 11 T&G DECKING (24"o/c STURD-1-FLOOR W/ 11 11 � I SEE DETAIL C/STI FOR (VERTICAL) TYPICAL GARAGE DOOR OPENING FRAMING DETAIL - u.N.O. to . I I ET FOR EXTERIOR WALL FRAMING] 1 C4 ---- .--.--.---.. PPING Engineers I 6"/6*o/c 10d NAILING & APPROVED - I %- I !-T,-,------ I 1%4 NOT TO SCALE / -1-11 2nd FLOOR WALL -- � ....�.� 1-11 I�111 11 11 I I ..---1 -1- SPECIFICATIONS. G ; - ------ = I CON�TRJJCTION ADHESIVE. . --.... .... - �., . ,11 ,` 11 I.-11.111,I.-- -I.11 -99�e� i WALL SHEATHING - ABOVE I 655o Roosevelt Blvd. = -- MATCH SIZE, GRADE & I=---===:A ""' PIC I 1 I 1�, -----------+OUAN TITY OF ALL 2nd F-- --- -�;�!-�-,,--------- I i . AT EXTERIOR DECKS, LEDGER ,. SEE TYPICAL WALL FASTEN FLOOR Jacksonville,FL 32244 11-1�---------- ,,I 1, Z 1-3/4* Width Pieces: 'r, -w i ,- " SECTION (A/ST1) FOR-----__ I ! TYPICAL INTERIOR BEARING WALL 11 FLR STUD COLUMNS w/ I,,/ + i I"�k -SWB - - : i 111�1=111 SHALL MATCH JOIST DEPTH (MIN, "" "I 0 Minimum of(2) rows of 12d (3-1/4") nails 0 12* a/c. i .� DECKING(PER A/STI) (904)772-6ioo , : 1111 BLOCKING IN FLR SYS \ , I I ,�\ / I I 2x8) AND BE ATTACHED TO EACH 11� 0 Minimum of(3) rows of 12d (3-1/4") nails 0 12* a/c for 14" & I ADDITIONAL SPECS TO LATERAL BRACE W/ FL CoA No.29015 : NAIL THROUGH A-P.A. RATED SHEATHING Z- --- INT. LOAD-BEARING :I AND w/ Ist FLR-LEVL'L \\ I 16*o/c (MAX) VERT. FRAMING W/ deeper. � (4) 10d COMMON NAILS EXCEPT AS NOTED ON STRUCTURAL " + U.N.0 -�' /, , � Z INTO FRAMING W/8d AT 3" O.C. AT ALL I T-BRACE FASTENED TO � 2x4 PLANK ORIENTED 1.7 - -1 . STUD COLUMN .. " - . /+ I -SCREWS - 3" LONG IF .1.- , * Nailed connections require on additional raw of nails When nail size EFFECTIVE PL.HT.(FT)I ALLOWABLE STUD - - -------- ��"",/-/-/�,`,��.. '1Z i EDGES AND INTO EACH PLY OF EACH WOO. SDS C I I I --==I I= cmr==�==I ; ::� I WEB W/.1 31 x3" a 6" \ LATERAL BRACES 0 24- IQ Ili-1 )IrW79-67 � --E is smaller than specified above (min. 0.128"X3"), I I' bft =4 ; DIRECTLY ATTACHED TO FRAMING 0 I 2x4 DIAGONAL TO 1:27-:1::11�" -�2!4±Z#:�2 S�51`STUDS 0 16.O/ INTERMEDIATE FLOOR SYSTEM - I DOUBLE INTERIOR PLATE, 12" D.C. . O/C. T-BRACE TO BE O/C TOP AND BOTTOM. - : 3-1/2" LONG IF ATTACHED W * Noll from BOTH SIDES of 3-ply members . TO 18"-7-1 2x6#2 bet S I APPLICABLE TO MULTI-STORY B -- -1 ELSEWHERE. . SAME SPECIES AND BRACE 0 24" - ULL I U,Lr f,5 . V///// w : � - THROUGH SHTN'G. .% 3-1/2* Width Pieces &ba 4-p*1-3/4" Width Pieces: \ 5�1 TO 21'-7-1 2x6#2 SYP STUDS 0 12"0/1 ONLY. SEE PLAN. LAYOUT. OR I .! > . W/(3) 10d COMMON O/C. DIAGONAL i 0 Minimum of(2) rov)i /2" bolts 0 241" a/c 3to I" it I 11 11 I i FOR OTHER UPLIFT HA QUANTITY OF SCREWS: t-----, N > I� �, BRACE TO ASSOCIATED DELEGATED ENGINERING FOR 11 11 : � BRACED. SIZE OF MEMBER TOE-NAILS. BRACES TO : 2x8 LDGR: (6) SCREWS 11�, -1 2x STUDS , >', 12- " TUDS TO Ist LR I � /�� CONNECTIONS. SEE TYPICAL WALL '-- \- ,- ," I--,' LATERALBRACE TYPE, SIZE & ORIENTATION OF MEMBERS. i1ri 1 - . ,� , - ,,�, .� AS SPECI�IED BY TRUSS EXTEND INTO FLOOR STUDS (OR BEAMS) W/ CS16 STRAPS IV BRACING, BLOCKING&INSTALLATION I : SECTION AND TYPICAL HEADER 200 LDGR: lz) SCREWS L�� I �,, ,�,-� _ " - - DESIGN EN NEER Ift I . SYSTEM (1) BAY. -< ----/ W/(3) 1 Od i I " I � FRAMING DETAIL. 2X12 LDGR: (8) SCREWS -"ki- 1-. DETAILS. : +- � , 'I ,� ,- IX4, I I LATERAL BRACE LOCATION COMMON NAILS � - . I , , * . I I ,� (28" + DEPTH OF FLR SYS. IN LENGTH) I I . 11 NOTE: 4 � ,, , ,�, / . ON BOTTOM CHORD TO _: AT EACH END I : AT DOUBLE INTERIOR , � : , "I !, �, -, �� 0 MAX. 32"o/c w/ (11) 1Od/END, MINIMUM WALL STUD I i AND SILL SILLS/PLATES/BLOCKING. NAIL FIRST #2 SYP LEDGER FASTENEC TO 16"D/o-� TRUSS-TO-LEDGER �",, ,��. '. , ,-�,,-- � . MATCH BRACE LOCATION ! (MAX) STUDS */.131x3" GUN 4AfLS 0 EA , , ,-, �, � " , � S., TYPICAL, IN 1. I ..(2)2x( ) HEAD NNE OR I I I , ON TOP CHORD. i I " �, , & EXT. WALLS. NOT REQUIRED WHEN I I , �, �, T! : ; . . � 0 1 112d COMMONS AT 8" O.C. P C I , I I 11 (TYP) � , I I SIZE, GRADE, SPECIES & TE W/(2) ROWS STUD-EXTEND TO STUD BEYOND LAST TRUSS. 0 ECIFIED , , 'I-,' � T S � � SPAC I , ------- 11 1% S I -,"-" I. CHORING RODS PER ING - -;=-;--;M,i'1,1'1�, . i __J� B R S ,� , I TYPICAL, U.N - ,- Y a U . , "I---, � INTERMEDIATE FLOOR DETAIL B/ST1 .0. I 1 . , EN NEER " I " I I I SYSTEM � SIDE PANEL HEIGHT TO , I I 0 r, ,,, . PT 2x( ) #2 SYP SHOE PL.. '�Il I I I -1" I �, I FASTEN EXT. WALL SHEATHING ---"\ i I WIDTH REQUIREMENTS TRUSS LEDGER & CONNEJON SCHE 27-4 1 ,*,--" SPH4-6-8 0 MAX 32"o/c 0 1 h (ft) MIN. w I ! V# . ..........2:6 WA5) NAILS 0 EACH STUD. I I TO TOP PL., SHOE PL. & RIM or I 1 7' T-1- >i I I 11 I CEILING LINE . PL-TO-STUDS - NOT REQUIRED Z; : v# 777-1241.....2:8 WA8) NAILS 0 EACH STUD. TRUSS WEB REQUIRING BRACII , i RIBBON W/ PRESCRIBED -EDGE NAILING" : 7-7--81/2 C V-', F t - 11 ANCHORING I I A2-IR62--2 012 */(12) NAI. SIZE/SPACING. I -�' 1'-5- I 2;4 1 � I �J \ I I �! I LEDGER QUAIL SCL BEAMS U.N.O. : . i � i 4- V-2 1/2- . I* "! _ ..'. I WITH 4" BRICK VENEER EXTERI : NOT TO SCALE � - / :.", I ] I NOT TO SCALE IV , FINISH, ADD CORRUGATED G LV. I ! i I I (9 ------------------I------------------------------------------.--.--- --- �------------------- ...----.--.--..-----.--..---�...---------------------------------------------------- - -- --- --- � BRICK TIES 0 24"o/c HORZ. & I I�, I I -------.---.-- -- ----------------------------------------.-.--,*---- ---------------------------------- ------------------------.......---- - TRUSS ON PARALLEL END WALL (NOTE: I I � I I � OOF/FLOOR I RIBBON ON FLOOR TRUSSES NOT SHOWN :� 16"o/c VERT. BRICK TIES MUST 1/2"dio X 7" EMBEDMENT ! -- T41 . �1�(1) HTT5 TO ATR (TYP). HEIGHT-LIMITED 7RUSSES FOR CLARITY.) CAST-IN-PLACE "J" BOLTS OR i APPLICATIONS MAY USE. I.L.O. EAa (2) #2 SPF 2x4 0 EA. CORNER I BE FASTENED THRU SHTN'G TO I ROOF/FLOOR SHEATHI . SINGLE TRUSS 411101, WALL STUDS. 1/2"dio X 6" EMBEDMENT HTT5, (1) PHDIS OR (2) PHD2's. IF I.L.O. 4x4 POST. (3) #2 SPF 2x4'S #I# i EPDXIED ALL-THREAD RODS W I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED. MATCH HTT4 AM --,-�- -------------------------------- ----.-- 0 CORNERS DIRECTLY BENEATH WALL SHEATHING PER TABLE I ------------------------------------------------.-.-------..---------------------------.---------------...----.-.-.--.-.-.-----.-.-.-.-.--.-------------- SPECS. IF OVER 1st FLOOR BEAM, �. ,�� BEAM WHEN 6x6 IS REO'D. BRACING NOTES: � 2"x2"0/8" WASHERS 0 24"o c. I STRAP TO BEAM w/(3) CS116's (3ply 2X4 #2 SPF LEDGER 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. C) SEE SILL PL. SHEAR CONNECTOR i END POSTS REQUIRED). */(4) .131 X 3- TO HTT16 & 5/8-04-1/2- EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS #14 7 EPDXIED ALL THREAD DETAILS PRODUCED BY THE TRUSS ENGINEER. IF* MONOLI THIC-STYLE FOUNDATION ET(S) I EACH INTERSECTING (3) .131 xy -----�----�.--_______:::-�::: � --:--QR ALTERNATIVE AS SHOWN ON SEE SHEET ST2 FO - ARWALL DETAI - ------ � . 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. SHOWN. FO WHEN USING WOOD*Tie RODS. I SWB SPECIAL SHE L STRUCTURAL PLAN. I USE WHEN BOTTOM 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. APPROVED FOUNDATION i NOT TO SCALE TRUSS OR IET I I DIFFERENT HEIGHTS -LEDGER TO 111 K -1� 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. TYPES/STYLES. I -\ BLOCKING. ON OPPOSITE SIDES -,,,�l BEAM-STRAP PER N/STI LION I OF WALL. \ ""�7/16- A.P.A. OR TECO RATED C;d TYPICAL ONE- & TWO-STORY WALL DETAIL i R�-:- -A - I I 11 SHEATHING W/6*/12*o/c 8d i �-�I 11"---� III PERMANENT ROOF & FLOOR LATERAL BRACING NOT TO SCALE I 2x4 #2 SPF BLOCKING COO (4) .13lx3* TOENAILS NAILING - 4 SIDES 1 (9 . 24- O/C. REDUCE /* 0 EACH BLOCKING III NOT TO SCALE #I. - 5*< FROM EDGE OF G --- " AX -�SHEATHING/POST SPACING TO 16" a/c FOR .71 EXTERIOR WALL. #V# ---- -, I I 1�k I SW2 AND 12" a/c FOR -1 -, � .. - I . M ROOF SYSTEM - - ----- -- - . ---. .- Swi. . $0 WHEN THE HORIZONTAL DISTANCE FROM THE : 0 PEAK OF GABLE TO THE EAVE OR SEAT OF THE 24"o/c W/ 4% :1 ----------------- ------ -1 TRUSS IS LESS THAN THE MINIMUM ON-CENTER i! I ---I[ EXTERIOR WALL -/ I (1) H5 GEACH OUTLOOKER TO TOP IF* 0 - "--- -, CONNECTED TO WALL I / ABOVE ROUND "FENDER- WASHER ABOVE ,,----- - - - -1�7-----------------------------,I LOW-CARBON STEEL NUT FOR J�" A , , ! I 3"x3"x9/64" SLOTTED STEEL WASHER.--- 11- --- ------ ---- PER STRUCTURAL I 1; I " I/ -- DETAILS. :� I - �, - �', ROD TO BE POSITIONED SO THAT SOUARIf - - -, --- .--- ---- I i I SW (TYPE)1 III I SPACING INDICATED FOR THE "X"-BRACING. A CHORD OF GABLE TRUSS I I i .1 I : :i WASHER CAN BE TOTALLY SUPPORTED BY - I : I i BUILT-UP OR BOXED COLUMN MAY OL SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >. I I 1�� I MIN. 7/16* THICK (24/16 SPAN INDEX) APA- OR --'-TOP PL.. I �--j- I AT -I- / I I I i I DETAIL TO BE FOLLOWED ALL LOCATIONS WHERE -X--BRACES MAY I; TECO-RATED WALL SHEATHING ATTACHED TO I I USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) - OVERHANGS 16-L->24-, 0 16-0/c 1 i� / I I I I I EXTERIOR WALL RUNS BE' EN TWO PARALLEL TRUSSES. 4111144, 1 i : I FRAMING MEMBERS & BLOCKING PER TABLE BELOW. BE OMITTED AT THE CONTRACTOR'S DISCRETION. / / I i BOXED COLUMN DETAIL $* , I TORQUE NUT ABOVE WASHER TO 30-35 i I I BLOCK ALL UNSUPPORTED PANEL EDGES W/,MIN. R TO TOP - i I i I i KI (2) H5 OEACH OUTLOOKE ,-- ; I � - I FOOT-POUNDS AT TIME OF INSTALLATION I ; 2x4 BLOCKING. NOT TO SCALE OR END FA ----,. . I I TRU BLO( NG DETAIL � FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS N ALL ROOF SHEATHING -I- I (AFTER EPDXY CURES). I I 2ply MIN. STUD END POST(PER I 2x4 BLOCKING AT ALL ROOF THIN 4'-o' OF ALL TOP >. U`) IV,* ----- - i I I I UCTURAL PLAN) 0 EACH END ALE SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W 1% 1. N A'-O" OF GA I i I STR OF-- ALL SUPPORTS */8d I . 04 I I (P I -- ----__I i i SHr.AR-WALL U.N.O.. SEE DETAIL D- � -------------- -.-------.---.--- -- 4*-O* OF GABLE WALL. NAILS 0 4"o/c 2x #2 SYP BLKN'G BTWN I �� -- ------------------ -�"�"��=�=~E�A� ----------------------- --------- --- _�-------- NAILS -------------------------------------------..-.----.-. 7 I I ...... : . 11OR ATTACHMENT OF POST PLYS .. .... - . I ,, I I OUTLOOKERS w/.131x3" i I . I i � I In t OATR MAXIMUM OUT-OF-PLUMB t � � I .. ., 4, M �� , k I i -+- �r- -IV- . TOE-NAILS 4)6"o/c TO � TOLERANCE: A" PER FOOT OR 2" PER i 1/2* W00D*TIe . (3) .13lx3* TOE-NAILS TOP > -� 011, FLOOR LEVEL - WHICHEVER IS LESS. i 5-1/2- MAX ROD U.N.O. : 10P CHORD or ---- I-i 0% 5--1-- WOOD*Tie ROD ; U 0 OUTLOOKER / - BLOCKING < I -- . . -, DROPPED (-3-)�-) TOP CHORD AT ALL ROOF : I I . BLOCKING-TO-TRUSS PROVIDE FULL i --�- I -�1 - - I SHEATHING PANEL EDGES WITH* I i �I . PLAN OR TRUSS LAYOUT I t I T'� KING-STUD ASSEMBLY #2 SYP DBL 10 , CONVENTIONAL VERIERAMING CONSTRUCTION NOTES -- ! t I I I P CH . 2x *L' OR *T" BRACING ON VERTICAL 4'-O" OF GABLE WALL. I SHEATHING COVERAGE : i �: I WOOD TIE R PER AT OPENINGS MAY SERVE TOP > - : J � ! I 1 I I i :i � �: %� -W 2) #2 SYP VE 2x ON MIN. ONE PLATE. i ;: /ST1 AS END POSTS AT WEBS AS SPEC'D BY TRUSS ENGINEER. I 1 ! i i: I I I /// (3) .13lx3* TOE-NIIAILS 0 1 RAFTERS - USE 2-x6 #2 SYIP/SPF RAFTERS 0 24- O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .131x3- TOENAILS. ! I :i I SHEAR-WALL ENDS MIN. 2x4 #2 SPF 0 MAX. 24"o/c */ � ;! I L� 0 BTM TO t i I I PER A/ST1. . ,� i �! - I !I I 11 I .1l3lx3" NAILS 0 6"o/c FROM BRACING OUTLOOKER-TO-TRUSS TC VALLEY N �� : t. 1 (3) .131 x3" N ILQ _,�ILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131x3- NAILS. == ----A � W -- ..,= I i I -INSTALL DBL 2x 1i (2)MSTA24 W/(9)10d / 11 il NAILING INTO TOP PLATE I I � t� /I T11 LJJ Cn I t I I I i Of �,-NAILS PER END. TO WEB. ABSENT OF SPEC(S) ON I I I! ; HOLD-DOWN Al tAUN F%-I Z. 1AX BLOCKING IN . - ---------. TRUSS ENG., REFER TO*EXT. WALL 2x #2 SYP DOUBLE TOP >ASSjMBLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT - 6'-3"*). LJJ I : T i OF PER i I �! SHEAR-WALL, L"""� FIRST STUD BEAM TO POST. '� - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 24�#2 SPF 0 2- O/C (MAX HEIGHT = 6'-3"*). 0 i "I'll" ,. !! .. I ETAIL 11 ASSOCIATED TABLE;.i MATCH ; I . Z -- EO - - - ,Y AS SHOWN BELOW. EXTEND "X* DRAWING. USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR I I� I INTERMEDIATE SHEAR SPACE 2x4 #2 YP "X* BRACING. LOC 0 PEAK & SPACE II 11 11 INTERMEDIATE FLOOR , '-� I I I SYSTEM-APPLICABLE � , 4::� ---� ADJAC: T � *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE W/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = W-10"). . I LOW TO MuL,n-sToRy A/STI TABLE, TYP I I -- ( FRAMII,G, PER OVE , . . - CARBON STEEL 11 . 1"I I ls--:�:i------a . . . 1�3EAM AB � BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = 11--2-). ch I I . COUPLER */MIN. %" �. A -.-La .L,..-..i I 2;;-a.J 1 1 H 2x VERT 0 ID-POI T w 3 .1 TRIPLE L s AS REQUIRED ASSE BLY(O OUTLOOKERS). SEE 1 .1 BUILDINGS ONLY. F--@--------- -L-1 . �&, I - -A I SIZE/C RADE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP / (3) .131x3" . , Ik I- ------ ----- ---- --I TOP VIE* OF : I I - le . SPECIE 3 FRO I X I . I . 3 EVE LY I I X a c SP Cl G E TOE-NAILS TO EACH TRUSS TOP CHORD. 0 D � I ROD. (OPTIONAL Ir-1 I I I STUD SCHEDULE. PO T/BEAM PT J2 SYP 44 POST D 'X* BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON . ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3- NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131x3" TOENAILS. I I 'D) i � / I 11 I -COLUMNS TALLER THAN IQ- OR MAX. *X' BRACE SPACING: 8fibWbII CHORD GABLE ROO 11 11 11 i LOCATE AS REO 11 I I 114ILKMEDIATE SHEAk FASTENERS, PER SILL > 1/2* dia. THOSE SUPPORTING ENGINEERED <4A2 PITCH - 8'-O"o/c TRUSS ENGINEERED ROOF TRUSSES OR% RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). U) I - � � WOOD$Tie RODS - )�*dia, i EDULE ON S-SHEET(S). . WOOII ROE \-(2) MSTA30 W/(24) 10d WOODPRODUCT: USE PT #2 412 <%PITCH - 6'-O*o/c NTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRU CKING (SEE ABOVE) AT �- -� A307 THREADED STEEL RODS 1 U.N.O. NAILS NAILED TO PLATES SYP 6x6 POST. (u.N.O. ON 44r . � 7/16" THICK (MIN.) APA- OPPOSITE END w/ (3) .131x3" TOENAILS. ---- I AND BLOCKING ON INSIDE � . FRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. (-ATR-) LOCATED AT i I TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS FACE OF LL. STRUCTURAL PLAN) ..... TECO-RATED WALL SHEATHING. 0 I � -�-- 1---'P----- 7 SEE TRUSS DETAIL "VALCONVF1103- (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. I CORNERS, EACH SIDE OF I EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN - - . MATCH NAIL SIZE/SPACING -11--------A- I OPENINGS LARGER THAN 6', ADDITION TO ANY RODS USED FOR UPLIFT. I DESIGNATED FOR WALL BELOW EDIATE I I I GABLE. BLOCK ALL PANEL EDGES. ----- ----- --------- ----------- ------------------------ n *INDEX" SHEATHING 1/4" FROM I AND 6'o/c (EXT. WALLS) or I 2x4 #2 SYP LATERAL BRACING -/ ---------- BOTTOM OF SHOE PLATE FOR - SILL PL I � 13ALLooN FRAMED MOISTURE PROTECTION AND TO SHEAR 1 4'o/c (INT. WALLS) I POST TO SLAB CONNECTION WITH */(3) .131x3* NAILS INTO EACH MATCH EDGE NAILING ----------- MATCH EDGE NAILING ----------------------------........ < X . THEREAFTER. SEE DETAIL . BEAM -ABU" OR ABU66 W/(12) 16d I ATCH CONNECT END OF LATERAL BRACE TO *0 BALLOON FRAMING MAY BE USED WITH PATTERN FOR 2x f2 SYP PATTERN FOR - 2x4 #2 SYP "CATS'O CREATE OVERLAP ONTO DOUBLE I F/ST1 FOR USE AT ENDS OF 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT Top VIE* OF ABOVE & AM OR (1) HTT16 & AM. SPACING & LOCATION OF BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL FROM TOP >OF SPECIFIED SW(BE 12"o/c ATTACHED TO PLATE 0 TOP OF WALL. SEE TABLE FOR SHEAR WALL SEGMENTS. NAIL SPACING ADJACENT"X* BRACING. (2) H2.5's. H5's OR EQ. F-II IN EITHER APPLICATION. LL AT SHEATHIN TOP I, JNT. AT SHEATHIN TOP -k TOP >'S W/(4) 12d OUTSIDE FACE OF SHEATHING TO ,�. APPROVED I SHEAR-WALL Ist-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS POST/13EAM - I FRAMING MM BE CONTINUOUS FROtITHE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED rh Ld BE -FLUSH- W/SLAB EDGE. FASTENERS AND % i DESIGNATION - ATTACH TO EACH I I 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY x 3" NAILS FROM TRUSS BC "I..-.-.-..--- SPACING. ; PANEL PANEL TRADITIONAL WOOD*rie TRADITIONAL WOODerle Z ADJACENT. AND CONNECTED TO, TO THE TRUSS CONNECTION. "I ,-" I EDGES FIELD HARDWARE RODS HARDWARE RODS FLOOR SYSTEM TO BOTTOM CHORD _ TRUSS TO TOP >ASSEMBLY W/ TO 2x AND FROM 2x TO b- . -- i r�, z�-------F----------_i---v k � ----11k---------- I------ OF GABLE TRUSS. SEE 1,�� UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A (3) 1 Dd COMMON i I FASTEN STUD PLYS I t, . .13ix3* TOENAILS 0 6"o/c & EITHER GABLE TRUSS IS USED. IT MAY BE APPLIED TO TOP >- MATCH EDGE TOE-NAILS, #I# - -- - ---- Sw WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSlt's ACROSS WALL SEGMENTS > `-'� ' TOGETHER PER DETAIL - I I`> STRUCTURAL PLAN. MSTA12 STRAPS 0 48'o/c OR LTP4 4-1 THE INSIDE OF THE WALL STUDS AND THE B.C. NAILING PATTERN FOR II2 ENCLOSED 15' LONG: NONE - FLOOR SYSTEM TO 15' LONG: NONE- \�-11\7-1\v;�� / ��--- .. - �,/-/�,,N/�,,�,/,�,�-// PLATES 0 32"o/c. i , -------- 12"o/c NONE REQ'D. WALL ,/,'//x - SPECIFIED SHEAR-WALL. 2x - ,/ 6"o/c 1 D-ST1. 5� \ , � " - i- : / I I , 0/x, 11�,;Cl ATTACHED TO EACH STUD WITH (3) .131 X 3 ,-- SIMPSON *AT" (ACRYLIC TIE) I Z �0 -- SEGMENTS < 15' LONG: (1) REO'D. WALL COLUMN BELOW wl REQ'D. WALL I � \,)r�/>y\ 11 1\1\1 PLATFORM FRAMED 5:-� ENG. TRUSS ... MUST MATCH OR EXCEED ENG. TRUSS -- ENG. TRUSS I ry C 2-PART EPDXY. INSTALLED /I Li 1i / FOUNDATION - HTT16 OR (1) PHD2 SEGMENTS < 15' SEGMENTS ( 15' -'��/ ,)>',\-' 4f ", AND THE T.C. TO THE TOP PLATES */.131 X ------------------- LENGHT OF SHEAR-WALL. I --J DARTIALLY I ,\<"-\\.,�\�, PER MANUFACTURER'S -�-� :2 0 .< MONOLITHIC-STYLE I ---NCL---- 6"o/c 8"o/c LONG: (1) Y2"dio 1st FLOOR LONG: (1) h"dia \� I 0* BOTTOM CHORD OF GABLE TRUSS MAY BE -,� �, /c IN (2) STAGGERED ROWS. 00 TRUCT SHEAR-WALL - CONSTRUCT INSTRUCTIONS. <1 UJ M FOUNDATION SHOWN WOOD*Tle ROD HOLD-DOWN AT BASE WOOD*Tie ROD r ��: FLAT, SLOPED. OR COMBINATION THEREOF. IN IF Ist OUTLOOKER IS PER SPECIFICATION. TH PER SPECIFICATION. EITH 0. 11 I FOR CLARITY. SEE ,/,,- , FOOTING (SEE 1'�� < I M ZJ- I I SW2 (1) HTT4 OR (1) PHD2 (1) Y2"dio (2) CS16'?ACROSS (1))�"dio -------------------I----------It-I--- -.-- / ALL INSTANCES: VERTICAL WALL FRAMING UUU 1115�1 1 .�->32* FROM FASCIA OR BOTH SIDE(S) MAY BE OR BOTH SIDE(S) MAY BE :2 -i :2 ............---.- -- FOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I �, EDGE OF 2x NEED NOT '00 0 Li 0 UJ -----------------------� APPROVED FOUNDATION ENCLOSED 4"o/c 12*o/c FLOOR SYSTEM TO WOOD*Tie ROD +- -----L------------1.1 --------- --.4 SIZE) PLATES IMMEDIATELY ADJACENT, AND -- BOARD. DOUBLE Ist SHEATHED. i I BE FLUSH WITH EDGE SHEATHED. x,�s I- OUTLOOKER ONLY. �- (n TYPES/STYLES. COL. BELOW w/ 1st - CONNECTED TO. BOTTOM CHORD ABOVE. 0* 1-1 OF TOP >. ry u E < M Z) DARTIALL FLOOR HOLD-DOWN & BEAM - M ENCLOSEDY 4'o/c 8*o/c . THIS DETAIL PRO\MEI-�AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A , 7 0 I. I AT BASE SHEAR-WALL TO A �UIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA 0 4 i Swi (1) HTT5 OR (1) PHD6 (1) Vdio WOOD*Tie (3) CS16's*ACROSS (1) %"dio WOOD*Tie CHANGE IN PLATE HEIGHT FRAMING DETAIL LINO. AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE MIN. 2" EDGE_-/ . Zi I ROD (MATCH HTT22 ROD @ SHEAR-WALL CONTINVUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL . SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON I ENCLOSED 3-o/c I NOT TO SCALE NOTTO SCALE I— I I -4;�- 10 � DISTANCE . zi ! 2"o/c FLOOR SYSTEM TO I `V S-SHEET(S) FOR SILL PL.-TO-FOUNDATION I EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 @ TYPICAL GABLE-END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAL IS NOT APPLICABLE MEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL Li ACHORAGE WHEN USING WOOD*Tie RODS. i w/ 3"x3"xY4" COL. BELOW w/ 1st EMBED./EDGE DIST.) I NOT TO SCALE ROOF FRAMING IS USM, ROOF FRAMING IS USED, AR71ALLY ROUND-HOLE WASHER FLOOR HOLD-DOWN w/ 3"x3"xY4'* FOR ADDITIONAL INFORMATION AND DETAILS -SEE TRUSS ENGINEERING (9 < PTIONjl OPTION 0 T- I /c II � 0 i NCLOSED 3'o AT BASE ROUND-HOLE 1�) i I WASHER TI SUM CLN'G DETAILS FOR MAXIMUM a/c -- --------------.--------- --------- ---- -------.-.----- ----------.--- -------- - WOOD* , CATIONS I 0 .. I ' DIAPHRAGM, REFER TO REPORT ICC ESR ��/� SPACING OF BRACING. EXTEND HEADER TO KING STUDS INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE . INTERIOR SHEAR-WALLS RUNNING P SS ABOVE -W;�- I 0 Tie DETAILS & SPECIR I 1`11551 8-71TILTSIE=CH ENDI OF EACH STRAP. SUM BOARD ',�/ I ---.--. ----------------------------------------------------------------------------�---------------------------.-.------.----------.-.------.---..-----------------------------..----....................�-------------------------------------------- NOT TO SCALE . �I INTERIOR & EXTERIOR APPLICATIONS,-. SEE H.I.B. '91 and BCSI 1-03 EXTEND ONE STUD TO TOP OF ch "r. 0 -J (9 1 U-1-2; 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16* THICK APA OR TECO-RATED WALL &L UNDER-EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS I MATCH EDGE NAILING � - -.---------- I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. BE EITHER VINYL SOFFIT WOOD TRUSS HANDLI G, AS JACK STUDS AND STRAP EACH 0 00 0 0 0 I --0-0 7-0-0 �-- PATTERN FOR , 2x4 #2 SYP NAILER TO ROOF/FLOOR SHEATHING - --------- U 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. ----->-= ----------------------- - MATERIAL. RATED & INSTALLED � 1.# L, INSTALLATION AND AACING C.00 0 I I . I 0 0 0 0 0 SPECIFIED SW(BEL �11 ,--.,-.-.-. --------. .... 2x #2 SPF BLOCKING. AS REO'D FOR RADIUSED-TOP FOR THE APPLICABLE DESIGN ,,�,�,�, .�� #4 AL PLAN. ATSHEATH OP I / ^/ / x [-- 0 (D �z 3) TOP PL. SPLICES IN sW1 &SW2 DESIGNATED SH$AR-WALLS SHALL BE MIN. 48* LONG */ MIN. (24) EVENLY-SPACED 10d NAILS. PRESSURES FOR THE SPECIFIC ,�,S'l + I SIDE */(1) MSTA24 PER PLY. 000 0 0 0 0 0 0 0 0 0 0 � N W/10d COMMON 0 3"o/c, / / / I / / MIN. 7/16" THICK WALL -NAILS PER END. 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL O*RLAP IS NOT ACHIEVED. ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON APPLICATION. Q& %" THICK - - - 1x4 syp CONTINUOUS BRACING ..0 0 / I . . 0 I I CHORD OF INDICATED 16" PROVIDE FULL-DEPTH WINDOWS. */(2) .131x3" TOE - -- -If� ---, .- - - TRUSS CONNECTION. BLOCKING BETWEEN JOIST/ / / �� / / / , / / HEADER. ADJACENT TO EACH SPLICE. I - :�� ....I.0 I��11 : MAX 7/16- THICK (MIN.) (24/16 Cn N T- W -�-- I - i (MIN.) APA- OR TECO-RATED -� ,- */(2) 10d TO EACH TRUSS. -N �/(2) ROWS OF 16d NAILS 0 '0 i"`5-- ,-"------- *1 i SPAN INDEX) APA- OR TRUSSES ABOVE Ist STORY - N i�"�FASTEN TOP PLATE TO HEADER SHEET-SIDING wl(1) ROW OF 8d 2' TOP PL. - PER CALL SPH4-6-8 CONNECTORS 1 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING */6"/6"o/c I - M DO NOT SPLICE - OVERLAP I 1- 'Il P-- 'T'. I � SHEAR-WALLS. ATTACH / / / / / / " / NAILS 0 3"o/c AT TOP OF AX OUT ON STRUCTURAL 0 TOP PL.-TO-HEADER 0 SHEAR-WALLS WITH MINIMUM AM EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2*dio AND 15* FOR 5/8'dio RODS. 6d NAILING. BLOCK ALL -1 � ZZZZ- JOINTS MIN. (2) TRUSSES. 1 / 3 / 2 .... I I I TECO-RATED WALL SHEATHING TO BLOCKING 01 / PLfN. I I ->- a a/c (TYP). I - SHTN'G (IN TO TOP >) AND AT MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM . I - ----.------------- .=--------- EXTEND BRACING T� - 2i. >11. 10 -I- ENG. TRUSS I SHEATHING w/3"o/c 8d / / / / / / - , III 11 I..O ABOVE. REFER TO DETAIL W/STI FOR OPTIONS. ---�� -��- - & Al 1ACH. ON OUT I _-_'-] 16* MIN. FOR I STORY NAILING. BLOCK ALL � DESIGN RW BOTTOM OF SHTN'G (IN TO HDR.). -- I -- I-------------------------------------------------------- -BRACED WALLb TURAL f I I II 24* MIN. FOR 2 STORY ATTACH SHEATHING BLOCKNG TO TOP PLATE / / / / / / / I I - 11� - . --- -1. i 1. .-f Et --1 PL, T SPE - . . , - ------+ STRII . P FASTEN SHEATHING TO HEADER W/ F I � ,"�. � -===1 , END OR SEE CALCL . W/8d I NAILS 0 6"o/c AND � NO ADDITIONAL PL.-TO-HEADER i� AN A C.� I,- .1 % W/0.131"x3" TOE NAILS 0 1- . > 8d NAILS IN 3* GRID PATTERN AS 'O I TO NAILER W/8d ----- CONNECTORS REO'D W/ TRUSS I I r ; EDGES */2x BLOCKING. . \1 - ! -------- ------------ q, T . , . ILI OPENING. .".I I OWN & .3"o/c INTO ALL FRAMING I . 14-0/C IN (2) STAGGERD I DRAFT MEB r (, .131x3" TOE- OR TYPICA -WALL ASSEMBLY DETAIL . SH 161.1 COMMON 0 3'o/c. ' UPLIFTS 0,000f FOR HIGHER � '-,�, END-NAILS 0 KING-sTUD a/c 5d COOLER III. I ! SHEAR-WALL - CONSTRUCT ROWS. . .... MEMEBERS(STUDS. BLOCKING, AND I I . PER SPECIFICATION. I UPLIFTS USE CONNECTIONS AS L�--- - LJ--...--......... . NOT TO SCALE `11 I - I. I ** ' -.-.--.----- + -- � -Y - .0 d"A.. SILLS) (TYP). 00 EATHING SHEATHING BE ON OPPOSITE DOUBLE TOP >OF --- - R, SPECIFIED ON STRUCTURAL PLAN. - , '\\ .. \ USE (6) NAILS. 2x8 & I RYWALL SCREWS. 11� 0 .. 1-,-, I I __ ........-.-- ---- .------.---- ---- -------- AILS OR #6. 1 4" 10 0 TO TOP >!S W/8d SIDE OF WALL OF BOTTOM WALL :: - TO HEADER. 2x6 HDR. I (B I�D IE CONTINUOUS BRACING IS IF THE INDICATED ATTACH SH I CHECKED EAW x APPLIED TO THE BOTTOM OF THE 0*" ,* I EMBEDDED STRAPS ARE .131x2i" TOE- OR ---., " . .... .. I III NOTPROPERLY COMMON 0 3"o/c. - CHORD NAILER. WHEN WINDOW DOESN'T ATTACH (1) WOOD*rie ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY. THE GYPSUM CLN'G INTERMEDIATE (NON-CORNER) CAST-IN-PLACE AT 11 .1 '. " \ WOOD HDRS. USE (12) -- . - -.-- .--- - .0.. I PORTAL FRAME DETAIL. MATCH . .10. III I FOUNDATION POUR. . � 10 ,,�� 2 \\ 200 HDRS. USE (9) MAY BEI BOTTOM CHORD (AND, END-NAILS 0 KING-STUD WINDOW HEAD - APPLICABLE ONLY \\ NAILS, 202 & ENG. 'I-,,*' SCALE N.T.S. TO HEADER. 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR '\ STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING � IS ATTACHED TO THE BRACANG I I. . TYPICAL. SEE STRUCTURAL I I. THEY MAY BE TRUSS-TO->CONNECTOR: NAILS.. RATHER THAN DIRECTLY TO THE I I: THIS DETAIL PROM AN ALTERNATIVE METHOD OF ATTACHING A (6) NAILS, 2x8 &200 SIZE & CONNECTION(S). A.------------------------� � CONVENTIONAL LUMBER (24. 200. ''', TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID TRUSS) THE MAXIMUM a/c SPACING STUDS PER MAX. ....-* FOR ADDITIONAL INFORMATION. I.. 0 1 REPLACED WITH HTT22's SHEAR-WALL TO A RIZON7AL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE HDRS. USE (9) NAILS, 202 .....-----------J -_- 2x12, ETC). (1) W0OO*TIE ROD I STRUCTURAL PLAN. HEIGHT CONNECTORS. ETC. 10k.-A I*, 0* AN ENGINEERED TR , AND MAY BE USED I.L.O. FRAMING THE I DATE 7.7.2015 -1--.---I——,-d %&------------------- \-(1) MSTA-SERIES STRAP �I ,'' ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT .+1 OF THE BRACING IS 24". . I SHEAR-WALL CONTI OUS TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/ST1) & ENG. WOOD HDRS. USE Fr '1-7-----------�:�-- OF POST IF � WALL PROVIDED THAT(1) 2x4 #2 SPF LEFT). 10,-I =*�- -I 1'r--2-21' 0 L6f I III. ",- 0 0 I SHEATHING. THIS D IL IS NOT APPLICABLE MEN CONVENTIONAL - I k (12) NAILS.. I I ,a JACK-STUD TO I PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF . UNSHEATHED SIDE */ 1/8 .... . FOR A PANEL SPLICE (if needed). 'I ** EMBEDDED STRAPS STUDS , - JOB NO. JOB / --V:�-,L-- - :/ HEADER. 2x6 HDR. USE 00 ROOF FRA N INTERMEDIATE WINDOW HEAD 12" STRAPS, 2x8 &200 I (LSL, LVL. PSL. ETC.) I ORT TOP >. IN GYPSIU CLN'G DIA RACING METH01 I (1) MSTA24 PER PLY. I PANEL EDGES SHALL BE BLOCKED, I- MUST BE INSTALLED */ I FRAMING PER PLAN I .�� . , N�-�- .. I I APPLICABLE */DETACHED E HORS. USE 16" STRAPS, I ""I ADDITION. (1) WOODOTie ROD SHOULD � & OCCUR "THIN 24" OF I I'*1 ADDITIONAL PC, #4 WOOD$Tle ANCHORING RODS, PE TRANSOM(S) ONLY. SEE TABL I BE INSTALLED TO EACH SIDE OF (REQUIRES L SE OF EXTERIOR-GRADE GYPSUM BOARD WHEN . ----..C- 0 00 --I REBAR PER SIMPOSFON 202 & ENG. WOOD HORS. I 11 AND (1) MSTA24 SHOULD USED WITH 'PARTIALLY ENCLOSED- BUILDING TYPES) 7/16- THICK (MIN.) (24/16 SPAN-- .... . MID-HEIGHT OF WALL. .1.1 III. INSTRUCTIONS. -- OPTION #3 OP TI ON #4 SQ.F T. N A DETAIL B/STI, EACH SIDE OF FOR SIZE & CONNECTION(S). USE 24" STRAPS. I " 1� INDEX) APA- OR TECO-RATED . � INTERIO AR- LS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR OR EXTERIOR SHEAR-WALLS RUNNING EACH OPENING. "THIN 2" OF ---- ' BE ATTACHED TO (1) SIDE OF EACH WALL SHEATHING. BLOCK ALL . I I I PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR , I" JACK-/KING-STUD ASSEMBLY. - �- -4- A 1 [7� -I ,--�-, �-��, ��", TOP >CENTERED ON THE JOINT. � --,16" MIN. FOR I STORY *111 IT 411, Project *neer: JACK- & KiNG-STUD(S) (1) SPH4-6-8 CONNECTOR I 1� I-- I- TYP CAL BOTTOM CHORD BRACING & SOFFITS DETAILS UNSUPPORTED PANEL EDGES */ 1.-. 24" MIN. FOR 2 STORY 00 III VERTICAL WEB 6" TO V-6-, 101� *#$I - .- - 0 SINGLE JACK-STUD TO I - 2x BLOCKING. HORIZONTAL - PER CALLOUT ON HOE PL. USE (1) LTT20B I ;SHED� '--11 NOT TO SCALE APPLICATION REO'D w/STUCCO ,-, I. , I '. % � . 11. STRUCTURAL PLAN. 0 DOURI F JACK-STUDS TO I AROUND TOP PLATE PROVIDED ! I . 4 I' G) EXT. FINISH. I*. .. -W/ 7' MIN. EMBEDMENT& � APPLICATION WITH � I WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) I - � I.. 1--,*� 2"x2"x3/16" WASHER (TYP). I I CURB WALL - FLOOR I -kyl I U I - (2) STHD14 - EMBEDED .., 11 I PLACE 2x4 RIBBON ROARD SHEATHING �, \ INTERMEDIATE SHEAR---, SIZE & CONNECTION(S) HTT16 0 TRIPLE (OR MORE) I BEAM IS >9-1/4" UNLESS I STRAPS 14" INTO 1: 11 -3ply 2x( ) #2 SYP I I *EMBEDMENT LINE* ""I, a 7 JACK-STUDS TO NOTED ON THE STRUCTURAL I .., PT SILL x I' I FOR FLOORjND II FASTENERS. PER SILL PL. WINDOW(S) AND � FOUNDATION. USE STHD14U .: I=-1d AT BASE OF CURB 11 --1 I -I 11 . - _ � FOUNDATION. I SHEET. I 1, * Jt. I�, SHEATHING -�* I M --- OOR(S) SHALL _V ____:-_- I �, I .. 11, 1. 11 WALL. ---- TRUSS TOP CHORD j ----.:,---:-- i -� I ATTACHMENT FLOOR 11" 4. -SHEET(S). I 1-1 � ; -�- I I,-, WALL (DTL 2/ST2) AND � � I ir ON S -+ ATTACHED TO ��i / ,�, : 11 INTERMEDIATE : L L I TRUSS 4 11 HEEL/END VERTICAL I 1� �, a. I I ii APPROPRIATE . USS BEARING BEGIN "EMBEDMENT" AT BASE I S � -�-`-- I I 1�, '-,", . TR ; I I NAIL POST TO PORCH OF CURB WALL. I 1�� 01 TRUSS 0 S - $1 I . . I i 'i KI. DETAIL A/ST1, TYP. I i -,�� , I—, . - -.;�;- ---- - . 11 1: ,11�-- 11 FRAMING MEMBERS ; , ,- \1-1 - . -, i : I . - : i '<::::�� TH APPLICABLr ,--- : -- -- I W1 ; ! .13lx3" NAILS 0 2* O/C. -- D WALL FRAMI R : - I ; I - ROOF SYSTE OF OPTIONAL(I.L.O. 10d 0 6"o/c FROM CONT. �pv R� MANUFACTURER'S " : - - + , � .. rN : IN I 1--� : HEADER W/(1) ROW OF - M ,-, I REO'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. �--i . -� � I , - + J J 2x � ; - - 4 TO 2x4 BLOCKING I . � 1 1 1 - STHD14's) HTT22's : : I I INSTRUCTIONS & : I � � � t ILL L3 . � � -. DIRECTIONS. I : : I I— -y--N 1.9 I r r I � � I ! . < . ; . : ! - r5m PORTAL FRAME DETAIL HORIZONTAL 2x4 SPF #2 08 9 z � �---------I I : . ---------- I I : I I i I : 1 1 \-2x #2 SYP TOP > I � : ; - I . NOT TO SCALE I BLOCKING BTWN TRUSS . . . F 1 x I . 1 (2) ROWS 0 31 -. I - . WOOD*Tie ANCHORING RODS TRADITI NAL METAL CONNECTORS � PORCH BEAM. SEE : . I PLAN VIEW OF COR ER 3" NAILS 0 6� /c i ROO LOOR SHEATHING ----, . � ; � � ! I I I STRUCTURAL SHEET F I I � I %-%- THICK (MIN.) APA- OR -Z i ; ; DETAIL I S : I USS TOP CHORD -- $44 : i ----------------- .- -----------.---- --------- -i - . EX'I�RiOR WALL-OPENING HEADER OR SILL 1.30 MPH,EXPOSURE B. MINIMUM SIZE. : i I SEE STRUCTURAL PLAN. TECO-RATED SHEATHING w/ -.--.----.------------- --------- --- --I --l-my"1111- -Z - I I ! FOR STUD SIZE/SPACING I I I MAXIMUM SPAN/oPENING FOR i ,�-� 6"/6"o/c 8d NAILING. BLOCK EL OR END 0 /0 1% A Q/ fle/ 0 � V. G/ MEMBER I . : I i I , REQUIREMENTS. 2K S 2Q - CONTINUOUS 2x4 SPF #2 W/ / GIVEN WALL.HEIGHT CONNECDON REQUIRED � i 1 , ALL UNSUPPORTED PANEL EDGES -N--�L i RTICAL OF TRUSS --- -- ----. 1( . : : , REO'D I A ENDS ! < 2x CHIMNEY FRAMING 19- I ; I ,.I"'-- (3) A31x3" NAILS TO EACH ! -= ! */2x BLOCKING. � --7,-----77-7-72`- . I 'I., 10. 2,SPF 8' i 9' I MEMBERS - SEE STUD TRUSS VERTICAL & 0 6"o/c -...-...--- ! : F PLYS TO " , ...... . : a ----- -6111[-,�--71- ' . I I ,.:,d 6 4--0.131 X Y TOE NAILS . : : MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING TABLE FOR SIZE, SPECIES I .1 I.. ...---- i ---� � I MIN. 7/16" CK (24/16 SPAN 0 / .I .< I I 11-2X4 5'--11"� 5'--7" 5'---Y�'- i�- � I - i AND GRADE TO MATCH WALL STUDS */.13IX3 -) (-----' & MAX. a/c SPACING - � INDEX) APA TECO-RATED WALL 0��-/ \-I--.1131x3" NAILS TO ....2X4 8'-4" I7'-11" 7'-6" 6-0.131 X 3" TOE NA�LS . NAILS 0 6"o/c TO TOP OF TOP SHEATH CHIMNEY*/5/16" INTERMEDIATE BLOCKING. ADD I , - !- -- 11 : i SHEATHING A CHED TO FRAMING . /I 1. I/ . I I - i UNLESS NOTED OTHERWISE ON >ASSEMBLY& TO TOP OF HARDIE W/6-/6- 8d OR USE OVERALL CHIMNEY , (1) MSTA18 STRAP W/(7) - I i LOCKING 0 ALL --- i I . --- - - � , -] I Y' -. STRUCTURAL PLAN. CONNECT PLYS Y. 7/16" APA RATED PLYWOOD UNSUPPOR P , / P, iOd/END 0 EA. SPLICE (CONT. 2�6 8'-8" 1 8'-2" 7'-9" 7'-5" 1 - 6- 1 1 x, TOE NA;�S I HEIGHT FOR >HEIGHT. ------------------------- I r�,---1 . ------------------------------- '--"--- I � � ANEL EDGES � F ---I---2............ I --I"!J2-A,35,'S W18dXI I"N,Qt� I I PER DETAIL D/STI. 2-ply 2x's AT CORNERS. --m- LING PE CALL TABLE ON / /, 2x4 MAYBE OMITTED IF (1) ,� . _Z...2"______!�.__� I � 'I I 2-2X6 'I -4"1 111'---8"1 11'---0" I 0'---6"1 1 O' � */II 12" a/c. 8d Ik I NAI / � . =6mm=mm,Ii= : � EXTERIOR WALL Z . '-�-< : i -///111 DETAIL F/ST OR CALL OUT ON / , / MSTAia IS USED FROM . � ! I IF THE HOUSE IS TIED DOWN USING � STRU RAL PLAN. 0 0 , I 3 of ---40J EX7ERIOR WALL-OPENtNG HEADER OR SILL 130 MPH.EXPOSURE C. EXTERJ�.R W�LL-OrENiNG HEADER OF ---I-V�t,IF 71, EXPOSURE 0. I TOP \AEW I -- - - - . --- - I �1 CONVENTIONAL STRAPPING. REFER TO THE (1) MTS12 OR (1) MSTA18 I TRUSS) ----------T-------------- -- � �, I --.*- -- : =----------.-.------------F i MAXIMUM SPA�N/OPENING�---, ; . I STRUCTURAL SHEET AND DETAIL N/STI FOR STRAP FOR A : I � . I i � MAXIMUM SPAN/OPENING FOR : I I I --- MEMBER I GIVEN WALL HEIGHT : CONNECTION REQUIRED 1-1,- . ; : MEMBER : CONNECTION REQUIRED i 4 -------------- `�<< I I GIVEN WALL HEIGHT . i I . I TION DETAILS. TRUSSES BELOW CHIMNEY WALLS CHIMNEY& (2) HTS20'S OR TRU -TO->CONNECTOR: % REO'D � AT ENDS R E Q'D ........�---------------------�� -- 1; Ar ENDS �, - I �,---------��--r= -------------------------.-----.-.--- !=------------------------------------- ; : 'I-DOUBLE TOP >OF WALL I --�7-- i O' i 1 1 i � (4, 10, 1 1 i 12� (2) MSTA24-S FOR A SEE USS SCHEDULE FOR O � NO.2,SPF I 8, : : I */(4) .131x3" TOE/END NAILS I . . 2,SPF' 12� 1 1 : I IN LIEU OF WOOD PANEL SHEATHING. CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR AT EACH END OF BLOCKING TO ------------I i I . --------. I ------------------------ --- -..------4------- I i RECTANGLE CHIMNEY 0 EA TYPE (DTL A/STI) I - I : 11 1 : I . � 2x4 #2 SYP BLOCKING BETWEEN ----- SQUARE I -1 OFFICE CO 1 5'--O"1 4-81, -1 I - NAI I- 4. 4'-2" � 3'--8" S-4 3,--c,,' 2,--9" 4--0.131 X 31"TOE NAILS D SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. TOP CHORD OF TRUSS OR RAFTER. I 1-2X4 4'-l" S-9" "-5" 4-0.131 X Y TOE LZ .....��........I------------------------------------------------------------------- :---- -1------1-------- I CORNER OF CHIMNEY TO --- L I ----. --------------------------------------------------------------------------------------------- - . : - -- -- - --.--...-----11----------------t : -1-�--, ATCORNERS OF RECTANGULAR lu r% I 2-2X4 1 - RAFTER/TRUSS TOP CHORD -/I I 6'---2" : ','--6" 1 -b'-O" 4'-6' : 4'-2" 11C----0.131 X 3"TOE NAILS 2-2X4 I 7'--1"I 6'-8" 6'-2" 5'--7"I 5'.-2" 6-0.131 X 3"TOE NAILS . i i 11 11 OPTION os INSTALL WALL SHEATHING PANELS - I . .C11 . FRAMING SEE TRUCTURAL PLAN. -11 , i --C11 CHIMNEYS, USE 2x8 (I.L.O. 2x4) -15M OR 2x4 BLOCKING BELOW. INTERIOR OR EXTERIOR SHEAR LS RUNNING WITH LONG AXIS(8! LENGTH) 1 -4"1 6"-11" 6'-,-2" 6 6'--2" I 5�-- I 1-2X6 I i -2" 6-0.131 X 3"-TOE NAILS -1-2X I � . 5 , 4' i JAILS -,�� */(8) NAILSAND (I.L.O. (4) 1 PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS ---- - - -7'--9"1 7'-1" ?--A35S W/8dX1-J"N A 1 i-5 2-2X6 , 5'--8" :k-A35'S W/8dXI �"NAIt- I i , 11 8'--6" I 7'--7" 1 6'-1D" 6'--2' ! I 2-2X6. 1 10'--5"I 9'- "1 8'-6,"I I i I . I -�_--:;�A NAILS). ---Mi 29i END-VERTICALS -OR- BLOCK W/2x : I FRAMING TO PROVIDE MAX, 16*o/c : � TO SIDE MEW U CHIMNEY FRAMING DETAIL SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** NG FRAMING DETAIL - U.N.O. I t'G'**N P 0 R C H BEAM TO STUD WALL DETAIL C PORCH CEILING SHEATHING DETAIL (TYP) �� TYPICAL OPENII :I ST1 NOT TO SCALE NOT TO SCALE 11 NOT TO SCALE I I ��Tl NOT TO SCALE : k,S�l NOT TO SCALE (9 i I11 .. .. 11 I , I I � ; I I � ommommummos� I -__ '0 �Rm . ,/- 1 7 1 1 OF M T& " 'P " , o" N E A PL C I L* F S IE 0 N D A ' N A I D6 TABLE W/PLY CL USS/ To EDULE I LL USS & )P YP I 'M ' SC P CAL�A TR 0 N . TI�N 'PS E C N 0 C � 1 LMI If I I is H ;. 47 INT\\SIDE\ � � / � , \ K \- -� 1;..1,1'.// BRACING REQUIREMENTS, I /> I 3)AM k + E \ / ) YOUT OR � �l & > � 1 :7 ZE r4� 4 FR-�� , _ I tr 1 1 T S ENC ,T R ORII * I , ,N(F ( ,� ""_��LA _,_.__ ) 2'( ) #2 1 , -: 2 HA_-______ _ TOGETHER W� -- , " � �, n . _CRE W 1��/c. ST C + I ,.. " _ N P L I E**" IIIIIII,,e ' S * LS 0 Al I ,AP / . O_STUDS .T III T1 kTED ---T" )R) � 6� A CC i I :_ __ _ _� _� _�___ _ _ 11" 11 i i 1111 11 11 11 , , _I,� �_ _� _;;= ____ _ _ _� J, I I X>< h 2/ I I I t I / I , I - ; - � � I I - - -- - -- - --- - - - - I . SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH 4" CONC SLAB W/ 6X6X1 10 WWF #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN 0 INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRh OVER SERVICE FOR THE EXCLUSIVE USE CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): AT THE PROJECT TITLED HEREIN. #5 HORIZONTAL. 4 CONIC SLAB W/ 6X6X1O/1O WWF MAY BE USED - ----- - #5 DOWELS @ CORNERS & 24"o/c INFORMATION DERIVED FROM THIS x IOVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER - BEND #5 HORIZ. 6" FROM END DOCUMENT, AND/OR ASSOCIATED CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRADE ALL DOWELS @ TOP & BOTTOM, 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENTS, MAY NOT BE USED < I --- i, @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" FOR OTHER WORK(S) OR 2� SLOPE ----- Ll (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING THEREAFTER - BEND ALL DOWELS 0 TOP & 72" -r-T = DIMENSIONS ARE I Q� a�,____ - /48" INTO SLAB (GROUT ALL CELLS FROM END OF :2 GRADE 0 PROJECT(S) WITHOUT THE BOTTOM, EMBED MINIMUM 6" INTO FOOTING ILA MIN, MIN. DISTANCES L 1 STORY SOLID) INTO SLAB (GROUT ALL CELLS SOLID) J. VERTICALS. EXPRESS WRITTEN PERMISSION OF I DIMENSIONS ARE C/) 11 #5 VERTICALS 72 I I I I I 1 11 16 1 MIN. DISTANCES THE PROJECT ENGINEER IDENTIFIED CN CLEAN COMPACTED 2 STORY @ 24" O/C BELOW. co SAND FILL z D #5 VFRTI('AI S (a) n1r SPACING REV DESCRIPTION MUST BE INSTALLED W/ TO 12 COUR EMBEDDED STRAPS W/O BRICK (TYP. HORIZONTAL SES: 24"o/c I ------- ------------- (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 41 ---------- --- ____ - I ----------- 6" 1 !SLOPE OF REINFORCEMENT): (2) ADD CLEAN FILL AND COMPACT I CORNERS & 48"o/c THEREAFTER - BEND ALL Wl.7(MW11) LONGITUDINAL 12 < 13-1/2 COURSES: 16"o/c IGRADE 9 -------- (TYP.) 3 REBAR PER SIMPSON ADDITIONAL PIECE OF #4 ....... 1 12" (MA , LIF__ 13-1/2 < 15 COURSES: 8"o/c 2 ---------- W/ BRICK INSTRUCTIONS. DOWELS @ TOP & BOTTOM, EMBEb MINIMUM 6" WIRES SPACED @ 16" O/C. INTO FOOTING /12" INTO SLAB (GROUT ALL PROVIDE HORIZONTAL 11 —----------- 8" CMUj FILL ALL CELLS SOLID. --------- 1 MAX. STEMWALL HEIGHT: (5) ELLS SO 3 1 STORY FOOTING SIZE LID) ------- 41 REINFORCEMENT WITHIN 16" 4.:- —1 w/ 3,000psi GROUT. i- W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 3" COURSES. FOR WALLS > 1 STOR FOOTING SIZE OF TOP AND BOTTOM OF F ADD CLEAN FILL AND COMPACT W/ BRICK 20" WIDE (INCLUDING LEDGE) W1 (2)#5 OR (3) #4 W/O BRICK 116"00" W/ (2)#5 CONT. OR (2) #4 MASONRY STEM WALL. 1�1� IN 12" (MAX.) L FTS. 4 '5) 8" COURSES HIGH USE W/ BRICK 20"00" W/ (2)#5 CONT. OR (3) #4 - 2 STOR DETAIL 1A/ST2 OR 1B/ST2 2 STORY 4-- LAP ALL REINFORCEMENT MINIMUM 40 W/O BRICK 16" ODE W/ (2)#5 CONT. OR (3) #4 WIO BRICK 20"00" W/ (2)#5 CONT. OR 44 8" CMU; GROUT ALL CELLS DIAMETERS AT ALL JOINTS. W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #1 DEPENDING ON WALL HEIGHT. #5 HORIZ. NEAR MID-HEIGHT. The W1 BRICK 24"00" W/ (3)#5 CONT. OR (4) SOLID. MAX. (10) COURSES. 4- CASTILLO TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (TYP. HORIZONTAL #5 HORIZ. @ EACH ADD CLEAN FILL AND COMPACT 11, NOT TO SCALE REINFORCE NOT TO SCALE M E N T): (2) -4t COURSE IN 12" (MAX.) LIFTS. W1.7(MW11) LONGITUDINAL Grou WIRES SPACED @ 16" O/C. P A FlorWa Corpmation ------- ISTANDARD FOOTING SEE DETAIL BELOW EMBEDDED PROVIDE HORIZONTAL Designers STRAPS MUST BE SEE ST1 FOR VERTICAL WALL CONNECTION. --- REINFORCEMENT WITHIN 16" OF ---------- ____I TOP AND BOTTOM OF Engineers ------------ ----------- I INSTALLED W/ 5 1/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN MAX. 2 COURSES MASONRY STEM WALL. 12"d. X 24"W. 2,500psi CONIC. I ADDITIONAL PIECE SEE ST1 FOR VERTICAL 655o Roosevelt Blvd. Jacksonville,Fl,32244 SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. ------FOOTING w/ (3) #5 REBAR EXCEPT: OF #4 REBAR PER VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING WALL CONNECTION. J* � 'I A4---�-STORY WITH BRICK, USE 12"d SIMPSON (1)#4 CONT. IN SOLID GROUTED (904)77 61oo INSTRUCTIONS. WIDTH BY MORE THAN 2" REQ ADDITIONAL ------ �K=0"W. w/ (4) #5. FL CoA No.29015 U-BLOCK COURSE ANALYSIS) 41 1 0 ;0 TYPICAL SLAB ------ 4" CONC SLAB W/ 6x6x1O/1O WWF OVER 6 MIL VAPOR BARRIER OVER Z 0 TYP. VERT. ------------ 7 CLEAN, W L COMPACTED, TREATED FILL ----------- U5 Li REINF. 1 STORY FOOTING SIZE 0 SLOPE W/O BRICK 116%110" W/ (2)#4 CONT. z UJI(n ITI W/ BRICK 20"x`10" W1 (3)#4 OR (2)#5 CONT. Lj Im CL GRADE 2::2< 5* -TYPICAL FOOTING SEE 1/ST2 FOR 2 STORY 3:Lij CLEAN COMPACTED ------ --------------- ... SIZE/REINFORCEMENT W/O BRICK 20"00" W/ (3)#4 OR (2)#5 CONT. I W/ BRICK 24%110" W/ (4)#4 OR (3)#5 CONT. 2: SAND FILL ----------- __ - I _IHI -00 TYPICAL FOUNDATION m ----------- 10<15 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IMENSIONS ARE SW or SP SOILS to 30# PSF LATERAL LOAD DISTANCES 6<10 COURSES STEM WALL FOUNDATION IQST2 FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR A SLOPE 3/4" X 12" 4" CONC SLAB W/ 6X6X10/10 WWF 1 1/2" THRESHOLD EXP. JOINT OVER 6 MIL VAPOR BARRIER OVER ATGARAGE DOOR 4" CONIC SLAB W/ 6X6X10/1O WWF CLEAN, WELL COMPACTED, TERMITE DEPTH = STUD + 1 1/4" (FROM 1 1/2" OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) CLEAN, WELL COMPACTED, TERMITE RECESS SLAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X1 10 WWF TREATED FILL 4" CONIC SLAB W/ 6X6X10/1O WWF OVER 6 MIL VAPOR BARRINR OVER CLEAN, WELL COMPACTED, TREATE FILL OVER 6 MIL VAPOR BARRIER OVER -------------- SAW CUT IN 15'xl5' GRID, CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAB ----------- ------ 1" DEEP WHILE CONCRETE r ---------- IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) H I I= I RI I I I V) 5* 1------- YPICAL FOOTING SEE 1/ST2 FOR ... ........ Uj CLEAN COMPACTED SIZE REINFORCEMENT HIM 6 MIL VAPOR BARRIER ...... I I 1��i I I ff ---------- --------- SAND FILL U. ----------- ------------ I :L _. I — - - i I I— I = ---------- 12" ---------- 1)#4 CON T. (2)#4 CONT, --------------- -------- 16" TYPICAL FOUNDATION 1 STORY) 20" ---- ------- '(2 STORY) SLOPED TURNED DOWN EDGE CONTROL JOINT-FOR CRAC15 CONTROL FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. NOT TO SCALE NOT TO SCALE INTERIOR LOAD BEARING NOTTO SCALE NOT TO SCALE NOT TO SCALE HOLD HDR. BLK. 4" CONIC SLAB W/ 6X6X1O/1O WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIE OVER 1 1/2" CLEAN, WELL COMPACTED, TREATED F LL 14 CONC SLAB W/ 6X6X10/1O WWF _FIOV OV R 6 MIL VAPOR BARRIER OVER TYIP. SLAB CLEAN, WELL COMPACTED, TREATED FILL 1/2" 0 VARIES 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, W�LL COMPACTED, TREATED FILL F1 6 MIL VAPOR BARRIER 7--- --------- - IEEE I 5* 8" 1)#4 CON T. -0 [IEM I I I I� I 1 0 TYPICAL FOOTING SEE 1/ST2 I ---------- ........ (2)#4 CONT. ---------- iFiTR SIZE/REINFORCEMENT i 16" TYPICAL FOUNDATION U.- 1 STORY) 20 �2 STORY) TURNED DOWN EDGE LOAD BEARING STEP DOWN D FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 ---------------------------- ----------------------------- ------------------------ --------------------- —------------ ------- -------------- HEADER BLOCK OR V) FORMED & CAST @ STEP D 0 4" CONIC SLAB W/ 6X6X1O/1O WWF DOWN OVER 6 MIL VAPOR BARRIER OVER (1)#5 x 2'-0" OVER CLEAN, WELL COMPACTED, TERMITE 8%8" CHASE IN TREATED FILL VA RIES 0 A. CONC. BLOCK STEM ----------- WALL. TYP. SLAB Lij SLOPE AROUND PIPE ------------ GROUT SOLID GRADE 0 ARIES GROUT SOLID DESIGN RW CLEAN COMPACTED AROUND PIPE YPICAL FOOTING -------- SAND FILL SEE 1/ST2 DRAFT MEB FOR SIZE/ ... -- ---- HICKN ESS 8" MIN. DEEPEN REINFORCEMENT FOR SIZE/REINFORCEMENT CHECKED EAW YPICAL FOOTING SEE 1/ST2 I FOOTING 0 CHASE TYPICAL FOUNDATION HIM SCALE N.T.S. LOCATION AS REVID TO PROVIDE PROPER FOOTING DEPTH. DATE 7.7.2015 NON-LOAD BEARING STEP DOWN NOT TO SCALE JOB NO. JOB (MAY BE USED AS SUNKEN SHOWER DETAIL) FOUNDATION WZ UTILITY CHASE FOUNDATION WZ UTILITY CHASE LOAD BEARING STEP DOWN S.Q.FT. SQ.FT. NOT TO SCALE NOT TO SCALE NOT TO SCALE P�ojVpj Fig ineer: --------------------------------------- ------------------------ ------------------------ ------------------ MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS STANDARD FOUNDATION DETAILS it 130 E THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundotion Wood vertical construction shown atop foundation details for Qlarity. Wood, cmu, icf or other structural vertical construction F 0 dt 7 5 STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. N ---------EPDXIED ATR EXPANSION (2) #4 DOWELS, PER TYPICAL TOP OF SLAB 0- TYPICAL FOUNDATION HOLD-DOWN PER JOINT TOP OF POOL 0,1555 XEL ----------------------------- FOUNDATION DETAIL, CAST INTO PAD DECKING ,--�STRUCTURAL,PLANS V E, F. ----------------- ------- TYPICAL FOUNDATION FOOTING OR EPDXIED W/ MIN. 6" 1) #5 VERT @ EACH EMBEDMENT, CENTER 4" IN PAD P, SIDE OF STEM WALL Of X/vz SLOPE FTN'G. PADS 36%3 & L 7ER: TYPICAL FOUN ATI$N HEIGHT CHANGE HORIZONTAL #5'S \STANL)AHL) �-2 v 13 win F-w IF @ 16" O/C. Cj(G LRA D E USE (3) #5 DOWELS. POOL TO =111V�I /,\�/,\FOUNDATION 0 5 11 N��I I I I TYPICAL FOUNDATION I IIII I I I I -i CON T. -�SEE DETAIL B E ---CLEAN COMPACTED SLOPE 11 1 1 \� -DESIGNED AND FILL y \S�x ;x 4 -CLE SLOPE GRADE REBAR #4 VE TIC�L BY OTHERS. 4. 4 - AN-COMPACTED GRADE I 00 CONT. REBAR SLOPE REBAR PER x 0 :3 z ="N I IIILL I I I I GRADE x X Uj L 7-- TYPICAL 1 //1\\//, /I 0_j X x V FOUNDATION J SEE STRUCTURAL 1 0 W - < r I a DETAIL Z CONT. "--PLANS FOR PAD of 41 �>x /X, . LU < :D 0- FOOTING SIZE, 0_j OFFICE CO 1Y Lr D z X LLJ L---------i REBAR v L-i Cr CL Lf) _j < 45L ___5_�PLANS FOR PAD / LOCATION & SEE STRUCTURAL X" REBAR SPEC'S. PAD BASE D z V�, SEE STRUCTURAL < PER STRUCTURAL PLAN LOCATION & PLANSFOR SIZE, ILL I \/\'� < HORIZONTAL REEIAR FOOTING SIZE, COMPA�p 0 a_ F -1LBAR SPEC'S. Q� - I 45 SECTION VIE LOCATION & r < 24" PER ST2 15 STEM WALL WZ 45* CORNER DETAIL FACE V1 SECTION VIE PAD BASE V) MIN. PAD BASE REBAR SPEC'S. PER STRUCTURAL PLAN SEE STRUCTURA4, NOT TO SCALE CLEAN COMPACTED N PER STRUCTURAL PLAN PLANS FOR SIZE' SAND FILL STEM WALL HEIGHT CHANGE PAD FOOTING FOR MONO SLAB PAD BASE LOCATION & 18 FOUNDATION 0 00 PAD FOOTING FOR STEM NALL NOT TO SCALE NOT TO SCALE PER STRUCTURAL PLAN REBAR SPEC'S. NOT TO SCALE NOT TO SCALE FACE VIE 7Z4 M 71 I/ M eF ;T [�F L YA Vt CONSTRUCTION PLANS FOR > A j IL OceanGate individual lots S, f ATLANTIC BEACH, FL PREPARED BY: PREPARED BEACHES HABITAT FOR O. Ze 0 C 0 10� GENEsis GROU,p SECTION 38 TOWNSHIP 2S MNGE 29E we x EFROM VISION TO R E A L I I Y If HUMANITY 9822 TAPESTRY PARK CIRCLE, SUITE 201 0 owe 1671 FRANCIS AVENUE z cm!; U. JACKSONVILLE, FL 32246 LOCATION MAP tt. ATLANTIC BEACH, FL 32233 :10: (904)730-9360 Fax: (904)730-7165 LU SHEETINDEX z UNIT TYPE: '0 Uj: . 0 x r 1.0f I COVER 11.6 DUPLEX: TRACTW STORMINATER VANAGEMENT 2 COMMUNITY PLAT Block 5,Lots 2"0 FACKM x 2 M L. 0 3 3 FINISHED FLOOR ELEVATIONS 4 C TRIPLEX: 4 TYPICAL GEOMETRY PLANS 5- 6 . 4 w 7 4%,p Block 1: Lots 1-3,8-10 5 TYPICAL UTILITY PLANS Block 2:Lots 1-3,8-10 9 /10 6 TYPICAL LANDSCAPE PLANS 1-3,8-10, 11-13, 14-16 Block 4: Lots J, 2/ QUADPLEX: 3 4 Block 1: Lots 4-7 5 Block 2: Lots 4-7 7 /2 3 10 Block 3: Lots 1-4 IT 1 4 Block 4: Lots,4-7 7 Block 5: Lots 1-4,5-8,9-12, 13-16 j 10 2 17-20,21-24,25-28 ........................... 11/12/ 4 11/12/ 11/12/ 14/ _1/ TRACT Ir 41 0 TRACT"Ir NEIIGHBORHOOD PAM Uj Uj 29 Uj G E DRIYE 25 26 27' 26 z 7 1- . - 21 22 23 24 w 4 a 19 20 TmC7T > Uj 17 0 12 13 14 Al 0 41 L 4 6 7 Ai . FILE C.C17 3' 5 7- 2 '03 CA '77�� S,0 09 C: PROJECT REFERENCE: REFERENCE GENERAL NOTES,CONSTRUCTION L PROJECT MAP DETAILS,AND DETAIL GRADING PLANS FROM THE PERMITTED CIVIL ENGINEERING SET. MAYPORT ROAD ----------------------------------- --------------------------------------== ------- --- - - - - - - - - ----- __ -===- ===_ - _T_ -, zzz=7- -- 0 --------- --------------------- 71 A- .0- -68.0 68.0 58.0 13 68.0 C� 10 %D a - I- IL IL w 0 W COW %0 7 ,D rU ru ca I I -!I - 3 . - to 71 Cj: 01 _77 A, co lop: %.0 C, lk. SUNRISE COURT I 0)0 . . . .................. _j 0 L li SANDY BEACH LANE 10--1 .05. 7- IT-. M co 0 C 101 it t 1 ate Dr) 0', >p L 0 L OMM z L I lz or.,, X MO z Cl) _u 0 0 a S? 105 Ocean Gate m LL z rl) IIAI 15 t z 0 \,\ \?: �,s . 0 0 rb *6 9 'V0 0 A T R.6 ,9, 0 68.!) 6\8.0 :F- 68.0 C I 68.0'- le, X UJ OCEAN GATE DRIVE x was L 0 0 C <1 ML Uj JA 0000,., 000 ,000000 A cob _\rb It A15 ,p 4-7 -'SITE DAT SU IMARY LOTS (QUADPLEX BUILDING PARCEL SIZE AREA - SF: SUNRISE COURT 10 OCEAN GATE DRIVE: 00 SANDY BEACH LANE: 106: 2329 121: 2229.5 102:2229.5 102: 2329 125: 2229.5 106:1634.5 110: 1598 106. 1598 110: 2329 114: 2329 129: 1634.5 110:1634.5 ul 114: 2229.5 118: 2329 133: 1634.5 114:2773 b q 118: 1634.5 122: 1598 137: 2229.5 .1& Ep 141: 2229.5 122: 1634.5 126: 2329 126: 2229.5 130: 2329 145: 1634.5 w z llo� 149: 1634.5 130: 2329 134: 1598 134: 1598 138: 2329 153: 2229.5 0 Lu q e. 157: 2229.5 tp 'o, 138: 2329 142: 2229.5 - 1634.5 ul 142: 2329 146: 1634.5 161: (D 0 150: 1634.5 165: 1634.5 UA 146: 1598 152: 2329 154: 2229.5 169: 2229.5 156: 2229.5 158: 2329 173: 2229.5 162: 1599 177: 1634.5 160: 1634.5 166: 2417 181: 1634.5 164: 1634.5 9.5 O.C.D: 101: 2038 185: 222 168: 2229.5 105: 3116 189: 2229.5 205: 2229.5 172: 2329 GRAPHIC SCALE 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 L 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 WET"im" 117: 1634.5 201: 2229.5 217: 2218.5 2 60 ft ------------ ---------------------- -------- ----------------- -----------------------------------------------7 --- ------------------------------ --- ------------- ----------- FFE: 4.26 'dFFE-.'-I 4.36 1 :14. :7 I E:14.167 FVE: A EFF: 1-4. 6 FFE: 4.16 IF :'14. 6 K-F JU L - 1 .1 E 01 09 T— 7— W, L t L FFFE:14,36 1 1 cc 0. Z 0 M L 0 r,-, 09- Q)qj x y L 0 u I EF M:14,)D6 CF'E:14 SA FFE: 14.46 :14 F :14 ------ upi '14 'CF M4 z> UL FFE: 4.46 &u 0 yo 7— 10 oc lij L IL FE: 4.96 c LU F -14.96 "oe FFE: 4.76 'o" FFE:14.36 .00o, "oo, loo, w FFE:14.56 'oo, lu z FFE:14.56 LL. -loo, ul x "o', SCALE !2 1 GRAPHIC 40 Z so ul MT) I imb-20 ft ".loll 3 GRAPHIC SCAIE 0 210 410 FRO14T OF BUILDING FRONT OF BUILDING --j (EN 2475' 2'r).7 T-1 -F, T_T 7 1 inob 20 fL oD 16. 0' 4 5 OD 6.50'[ Fl 6.50' co 25.50 3: ct ct IV z I 16.5 0 40 15.5' q -u- 020 z 5' 20' C3 offi 0) to o 5-7' UTILITY EASEMENT 20' 20' to 1E.5' 16.5' 5-7' UTILITY EASEMENT U) 5.5' 5.5' j A .5.75' L IL Ly) PIS m m (.n . . . . 1. U) U) m Ln Cil -C-4 m a) 10) Lo ng rl 0 0 C4 CA 0 0 fQ 0 Ln E (p Ln 0 m 0 Ji 0 z ri m m 4 if) 91 06 (o 0c) (o _00 �o Lo oc oo o'. x 3.33' 3.33' 0 10 10 0 4' 4 L_ 0 0 F 4' -P, 0 0 0 co c'J c) - 1 0 'I-) 4N, 0 L. C4 1 Ln $A U. 16.5' oq 0 till 4 5'1 00 16.5' 0 4.5' 2 2' 130 1 1.17'1 10.5' 1 -c-lal 1.33' .17' 1 1 3'1 XV, xx" x 18'� 1XI x x Q tj IL 4 5' UTILITY EASEMENT 0 X(.,. X 5' UTILITY EASEMENT 0; ..-P. (o Q, X�� ;x"C4 0 Lu fa 0 19.8*5' wow �X_ "23 7�1>�-' 7 19.8 3' 22.17' IL w PORTABLE PORTABLE TOILET TOILET 8'Xl6'DUMPSTER VX16' ALLEY PARKING AREA DUMPSTER ALLEY 8'Xl6' PAD CONSTRUCTION POD INCLUDES PERVIOUS PAVERS PAD CONSTRUCTION POD TRIPLEX BUILDING QUADPLEX BUILDIN167 4 SITE DATA SUMMARY — QUADPLEX BUILDING EROSION CONTROL -NOTES AND SPECIFICATIONS: SITE DATA SUMMARY — TRIPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA 1-ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED PROVIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED z x 2.MINIMUM YARD REQUIREMENTS FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS UJI PLANS FOR THE OCEANGATE DEVELOPMENT, oka 201 8p j 8-11, IL a. FRONT PORCH 81 8-11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 14-17' FRONT BLDG. 12' 13-17' INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5p 5.75' SIDE 59 5.5' LOT. REAR 20' 35-43' REAR 20' 26—43' 68' 68' z z MIN. LOT WIDTH 84' 849 MIN. LOT WIDTH 4 < MIN. LOT DEPTH 92' 92' MIN. LOT DEPTH 92' 92' 0 a uj MIN LOT AREA 6,250 SF 6,256 SF Lu 0 MIN LOT AREA 7,725 SF 7,728 SF 65% 47.4% — 2,965 sf BUILDING AND CONC. 0 MAX. LOT COVERAGE (4-7) 65% 52.7% 4075 sf BUILDING AND CONC. MAX. LOT COVERAGE (4-7) 9.3% 1440 sf — IMPERVIOUS PAVERS (50%) 8.6% — 1080 sf IMPERVIOUS PAVERS (50%) w cy 62% — TOTAL 56% — TOTAL t= j OUTSIDE UNITS INSIDE UNIT t OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNIT B LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF 6, LOT SIZE: 2,229.5 SF LOT SIZE: 1,6 34.5 SF LOT SIZE: 1,634.5 SF 05 (1 BUILDING: 640 SF BUILDING: 709.5 SF BUILDING: 640 SF BUILDING: 73 SF BUILDING: 858 SF PORCH / AC: 240 SF PORCH / AC: 231 SF PORCH / AC: 240 SF PORCH / AC: 230 SF PORCH / AC: 165 SF SIDEWALKS: 92 SF SIDEWALKS: 104 SF SIDEWALKS: 55 SF SIDEWALKS: 40 SF SIDEWALKS: 104 SF SF (50%) 180 SF PAVERS: 360 SF (50%) 180 SF PAVERS: 360 SF (50%) 180 SF PAVERS: 360 SF (50%) 180 SF PAVERS: 360 SF (507.) 180 SF PAVERS: 360 TOTAL IMPERVIOUS: 1,164 — 52% TOTAL IMPERvloUS: 1,196 — 73% TOTAL IMPERVIOUS: 1,243 — 76% TOTAL IMPERVIOUS: 1,164 — 50% TOTAL IMPERVIOUS: 1,212.5 — 75% GRAPHIC SCAIE FRONT OF BUILDING (Dl 7m) ft" 20 It _ T— > TH-1 c4 E > 0 WATER LINE SERVICE 1 WATER LINE SERVICE 4" SEWER SERVICE @ -Z>Z..20 x 0. 2% MIN. W/ CLEANOUT Fl, 4" SEWER SERVICE @ 03; 2% MIN. W/ CLEANOUT F � *low 0 T I F_ T T IIIA z cq!; LL rTFF- ILI— TI—T! uj— W, Z> uj: X L W loci x L NIL UJ REF. DOUBLE WYE REF. DOUBLE WYE PLAN DETAIL PLAN DETAIL SAI —SAN SAW SAN SAN SAN11— SAN— A" SAN 8" PV PVC S.S. (TYP) 8" PVC 8" PVC S.S. (TYP) WATEF�MAIN (TYP.) WATERMAIN (TYP.) 4 QUADPLEX BUILDING TRIPLEX BUILDING 9 Z UTILITY CONNECTION NOTE: 5 x 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE IL UJ WATER AND SEWER UTILITY CONNECTING FROM THE j ALLEY S16E OR REAR SIDE OF THE UNIT. z iL .. W 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE WATER AND SEWER UTILITY CONNECTING FROM OCEAN GATE DRIVE OR THE FRONT SIDE OF THE UNIT. Lu NOTES z z A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FO z CONNEC71ONS TO EXISTING UTILITIES. Z uj B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. 0 C) C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. o L E G E N D :3 SYMBOL DESCRIPTION P; —w— PROPOSED WATER LINE rL PROPOSED SEWER LINE 0 SEWER CLEANOUT =1 WATER METER WEET HUMM3t 5 GRAPHIC SCAM FRONT OF BUILDING (IN 7w) I 1wh 20 rL FRONT OF BUILDING CV CV z Ld % Am CM E zILI -W Ho F Z;.1 C)co UFF 6� 0 Oil 0 LL T Z Ip oo. z 50 .7 OIL >fog w AU ALLEY L ALLEY QUADPLEX BUILDING PIASTER PLANT L 1%5T SYMBOL SCIENTiFIC NAME TRIPLEX atni nifti COMMON NAME 15 SHADE TREES SIZE COMMENTS 8:b Acer Rubrum 4 Qv Red maple 'Flame, Red Maple 'Flame' Quercus virginiana Live oak 65 2al. 15' ht. 51 spd. 3,, cal. Ulmus parvirona ve ak ro E� a 1. 12' ht. 51 apd. 3 ca 1. z Drake Elm a 1. 144' ht. 4' spd. 3 r UNDERSTORy / ORNAMENTAL TREES (ALTERNATIVES) x z UWJT Callistemon viminalis , Red Cascade, j Recl C:asc:acle 50ttlebrush (weepin,@) at a: w 1- 11 IL W -anadensis 'Forest Fa t cal- min. Standarcl 1�cy Cercis r 30 al ht. 2 CV n15 Forest Pans Redbud w Chic'nanthus vir infcus Frin e Tree z z F:eii0a sellowiana 30 al < 4 8' ht. 2 M C) w Pineapple Guava ca I. min. Z 0 llex Vomitoria 30 9a 1 8' ht. 2 ca 1. min. < CY 41 Yaupon Holly T ee Form I Macinolia soulangiana 'Jane, 30 al 8' ht. 2 j Jane Mapnolia cal. min. 0 f1runus x Secloensis 30 !@a 1 8' ht. 2 ca 1. min. IUK Yoshina CherrS 30 ht. 2 ca 1. m in. -W-L I MWER 6