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1720 e Park Ter 2013 remodel extnd front entry F, L-A-51 '4H TVE7 L��j LIft "o TH Ort Vj it F, rx)eTVizjo& 9&vsL o-5,f43tj ,z� 1' 6 , #51NA�4 Fln-a ow ire- H A ;?.I -ti �j npdp� uwf, 4,PNr-moH Hgr�j L,,i�yovr- r47 eii� pvr-*Hi�-40 OY aketvFvr o6vPPwgrl wlppo�mj ('z-) "'.5,4H Fiv-50 �.41rqaow #50 0104t-Mg� 4:;�W IrrH �Q lix I a 1AX4 le441M FiN16H OVTL;r A-Ll� Wo 'ap�l P,-'Y L-j I r'H rr-m 4,t-P L.04;'o ft 0: 1'V1 tj' 4 L,4 I FJP 0�4 P tV ;Z V P JAjlvjv�-4 .49 Wla, ro ecpl&'� �j v-j O��l jWMW 04 004* 1 L4W x &I PU,H v�j 4 H cp o L-j - ®r- 4FJ L I 1�Oil ll')4. ilAr*Oso we4i, r r-i-enoi&90 i.,Pj*rZ k4l.> P TEA 10 P- PRPP� 95 H jww-515' 5X HA-U07 tJ X u-e� e, P Ms'o'TV P F-:0 It —--------- City of At h P anning and Zoning Department This approval verifies compliance with applicable Zoning, 3ubdivision and other local land development regulations, but does not constitute a pproval f the issuance of permits. Compliance UY with Florid Building Code and all other applicable 10061, Stat and Federal permitting requirements Must be v !fled by signature of the City of Atlantic Beach Sul ing Official prior to the Issuance of a U 8 Ilding rmit. APPM"d ar, log 1 11 r U.@ Ito Alm) FILE COPY ILL. T! L IVA 77 0 e% C 0 'antic Beach on n De Irment i g P' ompliance with ap lc.'b e ot n nd he r I oc apl I larild 5 ut 0 s ot col S� b d e n of it� r r d )DPYII .......... ............. ....... ....... I oi� Ton P'p rIA051 T, :J Tj it A 5,V 47 4-1 ko Jff CO 4-1 ... ............. till .......... ......... .... �0 )Wppry Z�j7 EIC"Vel la -a, 41 T-T 41 pz� -7 771 17— tmeW city Ing pplicable 'pl-ann and Z All a ol��-ancc- V11 land ifies trier approval V!I- constitute �Ul tp bdivls, n V but does lCornpi-1— 'g, 0 de rova�"C", the Issuance d all de an ;equirernef— j peil- je applicable U,TV Velopmen, 101" �ther apP Buil6flg Co i4 I perrnittln�city oi Atlantic and lelela 'a Of a tu,e of the -f- d by sign . to the issuance 7 1`111 P 'WO ri of t,,usl oe Ile oiticial PrI each Building BUO Ing Peffnit. Approved BY' Date'. .......... ------- lid 6Ffl a H&fm)4:1 ,�lp eA* �A V, .......... 64 r4.04 AIN ....... 7L ,Nz ........... fo YX4 al /* Ll i 6�L I -___ I . i I � . I � I i � i � ! : I : � � ; i I 4 i I ! I � i i � ! � � 1 i i I I I j i I I --"ad : dZ=-==-T of i � i i � serv,ia are nd i= , .4.TW&hysical a I ; SPECIFICATIONS: (continued) EZ 4�1 p,- ._I. Grou � Flor a-l!&en7r = ,fipj:�L � � � GENERAL VOTES: __��f d,=e ring rm i i _'_ i f el- p r 7.=e.n Tna a el�:n g,a=t'nh is Aw Z 0-"a i � OTHERFRAMING CODES & DESIGN STANDARDS: DESIGN LOADS: . (ft I � g documents shall be reviewed by the client and each material and/or ,1�1".�,�_"" " , "�," �- ,�,",�, , " the ,�, �'," ,,,, ,', i i 1. All notes,dra�rings,details, ables,references and specifications depicted within these engineerin I-," � /*"" "/," "/""/ ,,�, _ __', I rt I=-nI 7 2�'t Vpi.='we,n t h i s a n d I .�," ,-,,,�"/ -- �,� �-,- _ __ ,_ . I �' -,,, � r the same. Labor and/or materialsshall only be I - I '"', - _�, _,' "'', 1 ��' ',�, - -sociated documerft one time only to _ . . . , , I ; n of the structure depicted herein or providing labor and/or materials fo _r , ''I I " , , I init ting constructio 1. All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. ,, �,�,-,--�,--,, /,�""_-/ " �,,,_ , -- � "/_11 -- � _ service contribu pr prior to Florida Building Code-Residential 2010 ROOFS '.�' ,"'r: '' construct the buildin?(s)ancV5FWRW&es I � , �11 , I � I furnished by th e persons entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a �7 1/� I/, ": � I I- 'I, 11 detailed herW10an..gl�.yuathe specific location I I I "I ,,I I , /,,-1 I I I�"" , , ,/,� w I , I I.." - 1, ,� .use at a location : tices required to execute a design such as the one depicted herein. sh I be instal ed in Florida Building Code 2010(as applicable) LIVE LOAD 20#/sf ,�,�, Identified I'll 11 I � thorough know dge of a liclo)Ie construction and safety prac 2. All engineered wood beams shall be Trus Joisttl-Level/Weyerhaeuser brand Microllarn LVL 1.9E,or equivalent,except as noted otherwise,and al I .1-1",_ . ,�11 ,"" "1� I other that the one described herein andfor I � � DEAD LOAD/SHINGLES 7#/sf ' 1, I'll - r e ,� Z_' copying,du or moddication of � accordance with the manufacturer's specifications,instructions and directions. � � r ',,,,,,,' ZONE'I' �11,I , 1,", la_,, d nor e � ASCE 7-10 DEAD LOAD/TILE 20#/sf / � I ", �� 1, . I 1� feder erein is a vio=J ap I have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ,,I,/ I�1'1, , , Intellectual co=ght laws andIor state I �I I � ." 11, �_ e:� . ms rues, i NDS-05 DURATION FACTOR ,��, /�', 4911`11 I * 1.25 � , ,,1 2. These emn * ring docUme ig"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 -Level/Weyerhaeuser brand Timber-Strand LSL 13E or Parallarn PSL 1.8E solid members,as specified,or , " .,'.,�� ,, � 11 etc.and is punishable by fine,i nsonment I"', .�I I 1 � aand 161 0 e 'lorida Buildfi.g Code,and/or Sections R301.1 (excludin , 3 All engineered wood posts or columns shall be Trus Joist/I I �, I � I,�,,:,, and/or license/authorization revocation. Upw - ,. . /'_ _ , I _ I I _ � , , 4 a Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS ` ��,,/ -11 � ,, , "'' I'11'�, ", : along with Tabl. R301.5,RR 1.6 and R301.7 of the Florid equivalent,except as noted. Vertical p:)st or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced togetherto form � � :1-1, 11 1, , _... "� I ,,, revocation of license for cause,anr person or , , � , ,��I I,,, " I� " ,�,�]", -__11'I 11 - I � 1" . - . , I "I'll ��,�, ]"_ ,z,--,'I',RiDw�, "',� ," �,�,I�,I'x/�, _,,,,r,,. _11 11 entity,in possession Of an once or coped I - � I . ry to conform to or with the Structural loading requirements as outlined in the ACI 318-05 LIVE LOAD 40#/sf , -1111 ...��/, ,"1z , , , �_ _ �,- I 1,,-,,,, .. version.of the document(s) all return all 1, , _�, ,_�," '' ," I " 11 ZONE'I' ,", � drawings,detail 3 and specifica ions commonly required to depict the construction necessa the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawnmeinbers- 8 1 ""I �_ I __". ,"__,/'_'_'/,:�, , -1, ,, "', , ,�"", versions to The Castillo Group,Inc. i 11 as all elements of a non-structural nature. Additionally,the WFCM-01 DEADLOAD I2#/sf(Including CIn'g Below) = , , ",�,��',,,� ,�, _e , -e � I s of a structural nature as we i.e. 4x4,4x6,6x6,etc. -may be 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 �� I��', W ,�1�,, � � �� ,,,�,',",',�',�_�,�"��,,,� 11. imirnediately and cease any and all -1-,"I"."'I",_�,�_�,�,� , , � " aforementioned ections of the code and specifically excludes other element DURATION FACTOR 1.00 I , I . r construction ancuor use associated with � wood products design(except EWP M ,,�:- Z, /', I�_"I I ��,_I ,�" I ,� , i engineeesscop< of work Spec.. ically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered docirmentation required by the engineer DESIGN CRITERIA: CEILINGS/ATTICS ->",': ""�,�1, ,,�,10� "I �,�er document(s).Use of this document ,��,,,',� ,��,I" , , I � i 1,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, ��":, ,,,, "� : �//�11 � �,I " I,�, acknowledges agreement In,the I '_� I I ,�,',- , aforementioned terms and conditions, : ,� I ",, ,I�,_ .-, ,z � i specified herein ,etc.] aswell other disciplines of engineering-i.e.mechanica LIVE LOAD/NO STORAGE I0#1sf(Non-concurrent) ,�,�'/ I /_ /I� /�/, � i architectural or non-structural nature,including but not limited to egress and life safety-moisture �I I I I , i the engineele's 9; e of work sl ecifically excludes design elements of an 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documentsshall be as specified by - ,�,�",, ,, - ,�,, I'I� / - .1,,,I I I I "/, �1'1 "I", - I - � . ciency,etc. The engineer further wan-ants that the BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) �,,,.-", I I -Z,,, ,,/,/ I"_ .1. _, - I : I'll ,:,,,_� � in ire-resistance;energy efft specified and glue or other adhesives shall not be used in place of nails I I I I 1�1 I ' ' ,- "�,,,� '_,,, I "I I" , . ; , I , , ,,," � protection,infil ion and/or r-sistance;resistance to wood destroy' g organisms("WDO");f the applicable code referenced herein. All envelope sheathing shall be nailed ancYor screwed as BASIC WIND SPEED 130 mph(3 sec. gust) DEADLOAD 5#1sf � 11,- ,�,,�_ _,_ "I" �,/, _" //', 'I, �, _," DESIGN MEB se documents to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes i I I " , , �:'- ", I I I,/ -I" , , "", � ,_ ,',/. 1�11:1�: I : structure depic within the I or screws. WIND -1 ," /"" ",I;� ,� , ,� ,11:7 - - "I � to these documents with regard to their fitness for any purpose. Any data included EYPSOUIRE CATEGORY B I Z,'11� I,./," �,,�]v'I-"." �', �'Ie'I,,__,'�>�,'�< � within these documents that address I I , , " ,/" _�� DRAF17 CEG no other claims anties or ruarantees relative BUILDING CATEGORY 11 LOADING PER TABLES I '- I I I ". - , /, � I-,;�`Zm I I dons is purely incidental to the engineer's scope of work and shall be ,.,.I 11 �1111 ��J> I I I � _ ,� , elements beyon the specific c )nfiries of the aforementioned code sections and stated limital 5. All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and � , �1 11 , ". . ,,,��' Z I��.'" � building official,individually and collectively-to design,account for or otherwise verify as INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 / , ZONE I ,// I I responsibility o-the appropr4 ,-entity -i.e.owner,architect contractor,and/or directions. /'� " �1. �,� I 1, 1. 11 CHECKED LAP j SIESMIC N/A 11/�` ,1 , 11 � I �/�, -1'11, I I ,Z/I I ,I I "I i appropriate for I le intended pt -pose. .� 1 I I z,�%,"�� "I", � ically identif - � ,1_'1/11 1'e,.I .�I � � , ��, I I I SCALE N/A 1 6. -rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifi led as such). ,��,, I , /_,/��,'� . - : All sheathing shall be either APA-or TECO - I ,-�, 11,I I 11'�,", "11 1'�,�,",� , � ! s,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly C � /,.1"�,11/,.,I I I I �-, ,1,",, � 3. The structurt lepicted wi these engineering document � ontractor,site developer and/or building official,individually and collectively-to establish the minimum GABLE DATE 1.2.2013 ; � thereof. It is th-responsibility of others-i.e.owner,architect,c 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 greaterthan 16"o/c. I EZ I ZONE"3"-CORNER I � case shall the structure depicted herein be sited at an elevation less than ZONE(S),TYPICAL i ion for the subject site and the improvements located there upon. In no Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" -f� i J appropriate bui. ing elevat JOB NO. 13-015 � as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved i ! ! the minimum p escribed by FI MA, or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall I : depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone - � : by the local coi Irolling author ty. Furthermore,the structure sheathing shall not be less than 7/16"thick. Floor sheathing shall not 101ess than 23/32"thick,with all panel edges supported(tongue&grove orblocked). Some ROOF PLANNILEW ZONE R I R-INTERIOR ZONE(S) SQ.Fr. I i : currents specifically indicate the desigii(s)depicted herein are resistant to the potential effects of V-class flood zones. design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. El ! I � 'IV"unless tiles�engineering � REV DESCRIPTION � . �, � i I ZONE-2--END/EDGE ZONE(S) I i I � ITT' D11WNS 1:1 i 1 4. The design( depicted with n these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced ION: I - . . 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www.nawood recommends the use of either 15/32"thick,32/16 span-rated i i � herein)as i t reted and enft rced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or orrussions contained within the design(s) sheathing(Exposure 1,PSI/PS2)or 7/1[6" thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed Akit-ha vertical orientation Oong axis - M ZONE-3--CORNER ZONE(S) 2 - � : : odes,et al. However,should any portion of these engineering i� * I i � or documents, )r of any inco:sistencies between the design(s)and documents and the applicable laws,c parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional i miation).The discretion to enforce the aforementioned recommendation is at the sole I ** 61-0#1 * I ; ! i I . . n,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to I I I i : documents be und to includ( an error or omissio discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verifiedthe I � : i . : I the client-unI s 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 suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance 3 - � i . . aterial and/or labor costs arising from the revision,correction or update to the ; ! for the addition services pro,ided. The engineer will not be liable for any increase in in � the construction of the exterior walls. � ii 1 4 - I � I � � engineering dodi iments or add mdurn thereto. - � i � � ; 8.Metal connectors shall be Simpson tirand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and � I I � : The � ! 5. These engint enng do S may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not be used to directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connectori __�� F77 77 , I � I of,nor shall the design(s)be executed at a location other than the one site or location specified herein. �, � : execute(a)sub;equent structu e(s)or elements there installation instructions and directions. 11 i ! I / ! I i ! ", I : ! ! 1 CASTILLO i : ding and acceptance of the terms and conditions outlined herein. I,� I � I ; 1: 6.Use of these iocuments for my purpose constitutes the understan I , ; , � I iI i FOUNDATIONS,CONCRETE&MASONRY i ! i G=p I i i 1 7. Verify struct ire orientation ith architectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconflict ispresent. � I i , : i soil design I � i i ! ! 8.Any discrep,acies betw neering documents and the architectural drawings,site plan,survey and/or other data or information shall be reported to the 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended D Ile s i g n e r S , I : 91 . ,� i :� no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during �. 1 i : een hese en ' 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 � I I i 11 � i � I engineer befort he commenic4 ment of construction and istare intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the � � E n g i n e e r S �- ; i i ! "I ,I "I �_,;� � i ' C( gtruction sho ild foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or oc : �, 655o Roosevelt Blvd. I � i � i construction, cease until such time as the discrepancies have been resolved. cupants of the structure shall be apprised of I �4�k..- __ - I : � 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 � �,_,, 1� I I 1, *ks-ille,FL 32244 Z� � � � . . ngs and details provided by others-that include dimensions,opening locations 1 .,...- "... � "� 1 9. The enging cnng docurne s have been prepared consistent with the architectural drawl partitions above floor slabs,firiish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future I I 1 (904)772-6100 - -7- 11 � se Bey of the replicated information i I 1, FL CoA No.29015 -12,11 _, � i and other speci c information-which has been replicated into these engineering documents. The engineer is not responsible for the accur performance. I I I �, i or for claims al.... . g from the ise thereof. � I'_��,`�',J cn � ccounted for other components,elements or systems -rest pressiam)of 60#/sf per foot of depth � _111,,",�-�,/�,_- I 1 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring �, I I I , 11 i 10.Unless Spec�.7ically depicte J within these engineering documents,the engineer has not been made aware of nor a exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at i , , --11, 11% -�1,I`:,:�I � that maybe inteidedby oth -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 Fl:" , Z i i the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. ! C) � I 1, These engil cering docurn should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall ; � framing shall n)t be asssurned ased 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 until the walls have cured adequately to provide sufficient strength and have been anchored to the floor E__i4 � I � drawings. system above or otherwise properly braced or shored to prevent damage to the wall. I� �_� i� A I a� I I� 12. These engii eeritig docum include specific information of a structural nature-i.e. the size,grade,species,quantity,strength,etc. of headers,beamN,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 ; --_ - Z � rootings,reinfo This information supersedes information of a similar nature that may be shown on the icial.,, i i studs,joists,rma ers, sheathin I rcing,connectors,fasteners,etc. capacity. In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the Satisfaction of the Building Off : � _. i associated arch tecturmal&ra ' gs. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be excee&d orenhanced, 0 I Nti of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer FLOOR PLANNEEW I � within reason,,, �the discmret 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as inJicated and substantially cenfred beneallithe associated U i i � column or wall,unless indicated otherwise. � � � i I 4N I i � be reviewed and understood before using ZONE-4--INTERIOR ZONKS) , i 13. These engii peritig docum include multiple pages with cross-references. All pages of the engineering documents should � � . 1:1 C� v) � ITT' DIWNSION. � � I uments is/are ymssing,illegible or otherwise unusable,obtain complete and legible documents before ! ; the documents br any PurPOS6. If(a)page(s)of the engineering doe 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of tlose steps,jogs and elevation i I st someN)f these items may change ZONE"5'-END/EDGE ZONE(S) Z I ; ic ** 61-01t ** Ll i ! proceeding wit I intended use. changes indi ated or otherwise known to the engineer have been depicted within these engineering documents,it is under ood that Q? ! I ! . during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein andcould require . : ! -_--a : � *--i1 ' : 14. It is the intc at ofthe engin�er that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having additional analysis and effort should field revisions merit. U i ! Is and/or labor contributors-are responsible for the means and i � � I jurisdiction oviiii, ttbe con on and/or occupancy depicted herein. All contractors-including materia ! E_-� : methods of coy!tructing the cture depicted herein and shall perform their respective functions in conformance 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 completionofthe structural I ,��, MAX. ON-CENTER STUD SPACING(in INCHES) 4N ! nor any portion thereof,be used for any purpose until a)they have * ed,b)they have been = .< i standards. Unc dT no circurnst nce shall these engineering documents, cute the design(s)depicted herein by the - aTtho"nit'y$MN)or their designee(s). system. It is the sole responsibility of ihe contractor(s)and labor contributors executing the design(s)depicted within these engineering documentsto adequately shore END-ZONE/INTERIOR ZONE: I � I � the walls throughout the construction process to maintain the integrity of the design(s). U : : approved,ande)(an)appropr ate perinit(s)has/bave been issued to exe sl;�cteIj as required by the authority(ies)responsible for the W1IqD 13o/13 FLEXIBLE FINISHES (NOTSTUCC C'n �� Furthermore,a. construction rising from the design(s)depicted within these engineering documents shall be in � 1-1 I 91 I her. No Certificate of Occupancy (or similar statementafi"_ <39 Il- _Ab� -�.- _.j 1� I I 1, " - .- I 1, i issuanceofan3 ermit(s)and hall pass each required inspection before the construction progresses fart k "11m 10610,11 __ site shall b"ka-edef*14*p,-aW,am*orgsW*mow,benex&44cplxmdawabre Wcafton,as well ssfa;,swadditiohal fi�e f tormorebeNondthe - ZZ9,FMX. 20 2x6 2xg 2xI0 � �� I I � i . . uments,nor shall the structure be occupied or otherwise used for aVA40pr . - � compacted to 4;��of Wit, , .11 ; the structure depicted within these engineering doe I - -organic,undisturbed soils - I=d=95*..,&-�*,",,,_"",;,**4pVoioiiool*A -_-�,!��,,, - I completion)sh I I be issued i - permleter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non I , , , ___ � _0VA%*k,*A%4JM __ 11 ! PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 S'Y7P #2 SYP : i time as the aut I,)rity(ies) i - J isdicition over the coInsitrucdon and/or 00oA4VAcy of said saucum have confirmed the strucUm is 80f6,sawd and in iclompliance with all of Modified Proctor Maximum Dry Density (ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footitigicor slab;Or,upon clean . ,-, _ .-,-%, � I ( INAL) I �:) U I ications depicted within these engineering documents. . I 81 �: I I I applicable law:, rules,codes, .,and consistent with the drawings,details,tables,references and specif GW-,GP-, SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbedsods(with the compaction � lo, 24"/24" 24*,124' 24'/24� 24'/24- 24'/24" 24-124- 24-/24- con W � ! (A)and added in one foot(I 2 inch)lifts and each lift shall be compacted to a density of not less than 950/a of Modified Proctor � ! 91 24"/24" 24"/24" 24"/24- 24'/24" 24'/24- 24"/24- 24"/24" P-14 p � gineering documents to deoffmine the proper thereof verified as previously referenc 0 CA � I , � i ic to the �'� IV ',� 12"/16" 12"/16" 24"/24" 24'/24" 24'/24" 24'/24- 24'/24- � i 15. It is the soI4 responsibili the contractor(s)and labor contributors executing the design(s)depicted within tbesM Maximum Dry Density (ASTM D 1 557). These minimum specifications may be exceeded or superseded by either a geotechnical engineenng report specif ,I � . . � I ose providing the labor and materials necessary to execute the designs,as well as insure the soundness ,000#/sf)soil bearing capacity,but in no case shall the ill 10"112" 10"/12" 24"/24- 24'/24- 24"/24� 24'/24- 1 24'/24- � erection proceA ares and seq es required to insure the safety of th building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2 1 --- - ! � throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s)and labor i 12' 6"/8" 9"/12" 24"/24" , 24-/24- 24-/24" 24"/24" 24"/24' � of the structure and its sub-el ents and/or components I . site be prepared to a lesser degree than that which is outlined herein. --- - � uo� I � contributors to wovide .ate and adequate temporary,bracing necessary to,maintain a safe,plumb and level structure during the construction process,until such time 14' N.P. N.P. 12"/16" 24"/24" 24*/24" 24"/24� 24"/24" . I � ' 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 indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 16 N.P. N.P. 12"/16" 16"/16" 16*124" 24"/24" 24"/24" W W � I as all of the str wtural el and components depicted � i engineering doximents is anent bracing and should not be confused with or substituted for the aforementioned temporary bracing. (minimum)Wind polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforcedurth either6x6 WI.4xl.4 � 19.5' . N.P. N.P. 9"/9" 8-42- 12-/12- 24-/24- 24-/24- . . 6% Eiiiiiiiiii I I � I WWM,lapped not less than 8" at edges/ends,in conformance with ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I � 1 19.51 N.P. N.P. 8"/8" - 9"/9" 8-/12- 24'/24- 24-/24" 1 .= : (:) I I � � hingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within " Z � i 16. Yet-to-be-i istalled build materials-such as gypsum board("drywall")and roof s lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 20.5' N.P. N.P. 6"/8" 9"/8" 9"/8" 16"/24" 24-124- 1 � : oes not exceed the allowable live loads of 21.5' N.P. N.P. 6"/6" 6"/8- 1 8-/8. 1 16'/16' 1 -/24- � i ents all be evenly distributed over an expansive area so that the weight of the uningtalled materials d � E � i these engine&:ig doe ents floors and 20#/sf for roofs. - , ?-2 5' N P � N.P. I N.P. 1 6"/6" 1 6"/8" 1 16"/16" 1 24'/24- 11 I ; I C) I � i the floor or ro([ Unless indi ed otherwise within these documents,40#/sf for I 0.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days �-� ; i I i ! ' * COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: q:zr 9 � I i ; ;soecified w, n 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 cotopressive strength ofnot less 7-4 i i 17.All materia YAM 130/B � : � provided by th!rnanufac or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. ROOFS(all values negative-i.e."UPLIF17) WALLS(incl.Windows&Dom) I i � PITCH <6/12 1 cle) I ; ! - END ZONES INTE R ZONES MAX. ON-CENTER STUD SPACING(in INCHES) C) I � I � ! ared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated MnRfHL <30' ZONE"3" ZONT*2" ZONE OVERHANG OVERHANG �TT�VE �3SITIVE NEGATINE POSITIVE � 18. These engi �ering docuimn have been prep 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall belas follows: AREA(in;�j=_L) CORNERS END/EDGE INTERX CORMR INTERIOR W E--� Z : I -.of the preparation of the documents. As the applicable code,standards and methodologies are i -_ END-ZONE/INTERIOR ZONE: ; .-sign me ogies referenced therein)applicable at the timt a)Concrete cast against earth: 3" -32.38 24.18 -26.23 24.19 1 1 � standards and lid for use if the documents are not submitted to the local permitting and <iO -28.28 -28.28 -24.18i -40.99 -40.99 004) 1 inented,the engineering may become outdated and inva b)Formed concrete exposed to,earth or weather: 1 V2" WIND 130/B BRITTLE FINISHES (ST = W � � routinely �d and/or 20 -27.05 -27.05 -22.95 -39.76 -39.76 -30.33 23.16 -25.21 23.16 UCCO,et al) � uld perrmitting and/or actual construction be delayed beyond the applicable effective 3 1 �� : I enforcement a .-ney(and sub quently used for construction)in a prompt manner. Sho c)Interior slabs,walls,etc.: /4" I 1 50 -25.41 -25.41 -21.311 -38.12 . -38.12 __ _-27.26 21.52 -23.57 , 21.52 1 Mo.Rf Ht <3W 2xg 2xI0 .It� 0. (_� i I I standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the - 0 FINISH Eikrr. 2x4 2x6 - I I : date of the edi xi of the co I >100 -24.18 24.1" -20.09 -36.89 1 -36.89 -25.21 20.49 -22.54 20.49 PLATE #2SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP : I . )plicable)to tile current edition of the appropriate code,standards and/or - - i �. 0 W E -, : ; d to update or re-mgineer the structure(as deemed al 13.All reinforcement shall be confom[to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(660). All longitudinal : i engineer,who � ay subsequ y be contracte, AL) i I : than one(1)year after their date of original issue. �� C) E-4 : i methodologies In no case I these documents be used for permitting or construction more (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall bi used. Ali longitudinal � 81 16"/16" 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24- ' I I i smaller reinforcing)and all vertical reinforcing shall be 1 91 12"/16" 12'/16" 24"/24" 24"/24" 24"/24- 24"/24" 24. 4" I= W I i ornically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcin&shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and LEGEND - . - 4� r__4 � . i i si ch as these depict a design that is both impractical and econ lapped at splices a minunurn of 25". -_ � 19,.Engineerin 2 documents to minimize the potential for errors,omissions and/or conflicts, i IV 10"/12" 10"/12" 24-/24- . 24-/24- 24-/24- 24"/24" 24-/24- � . � of safety have been applied throughout their preparation in an effort �4 U W � care and code-iquired factor i erTors and conflicts to arise during the execution of the design(s). Because of the inhamt inability of the ill - 6"18" 24"/24" 24"/24' 1 24"/24" 24'/24-_ Cn Z � However,the ery nature Of t ie process provides opportunities for 14. ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing andtesting-shall be done (2)2xI0-2/3 HEADER/BEAM CALL,OUT I IT N.P. N.P. 18,120" 22"/26" 24"/24" 24"124" 24'/24" 1 � engineer to for:see every potiI ntial conflict,ambi e"paper"phase,opportunities do exist for the design to require additional effort in accordance with the requirements mid application of ACI 301 "Specifications for Structural Concrete." 0 41� 1 14' N.P. N.P. 8"/12. 12'/12- 12-/16- 24"124- 24-/24" .< C� En I I � i � once construct on has commic iced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as NUMBER OF KING,-I`UDS EACH SIDE OF OPENING I - I i . 16' N.P. N.P. 6"/8" 8"/8" 8"llr 16"/24" 24"/24" � errors or omissions contained within the design(s)depicted herein. NUMBER OF JACK+-STUDS EACH SIDE OF OPENING I U W P4 ; depicted hereil I,causes the er gineer to be unable to accept"back-charges"for 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. � 18.5' N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/24" W i � SIZE OF HEADER MATERIAL(#2 SIT U.N.O.) W I : � 19.51 N.P. N.P. N.P. N.P. 5"/6" 12"/12" '' �� 4 P. i NUMBER OF PLIES IN HEADER 24"/24" � , � I : ; 20. These eng eering doc and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1.Grade N-1,normal weight,�Jth a minimum compressive I . 4 Corn > 1 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/*24" t s,the design(s),ideas and/or elements contained I : I For cause,up notice,the d uments shall be returned to the engineer in their entirety. Reproductions of tile document strength of 2,000psi(firl= 1,500psi). ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE 21.5' 1 N.P. I N.P. I N.P. I NY. N.P. 8"/S* 16"/16 7 1 C) 0 ! herein are bited witho expressed written consent of the engineer. 22.5' 1 N.P. I N.P. I N.P. I N.P. N.P. I 2'/9' 16'/16" * W I t E-11 U � 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE I I I . EXTERIOR STUDS SPACED AT GREATER THAN 16-o/c SHALL 1 2 1. These eng eering doe s have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used �� 4 �.4 I � ,to determine the appropriate wind speed and exposure for the specific site or . I - I resources rea ably av�ailab to him,based upon the information relayed by the client 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to pvide a slump ofbetween 8" BE SHEATHED WITH -(5"NOMINAL)SHEATHING I on picted herein. Those resources reasonably available may i NUI ATUCCO FINISIAES. I I location oft onstructi include local government GIS maps and/or satellite imagery,,wind speed maps and ill'. i WTrH VERTICAL APPLI( ATIONA& .<� � � I icial shall verify the �� I I ! published by local contro ing authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Off � I I � g � : wind speced, sure and 0 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 hnteIs,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified Aferently on the drawings � I I I i i I : agnations based upon the site or location information provided to him ; Q� �< ..I �) I eer all not be lia e for any d and/or exposure des Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 1 ? I � The engineer ping and/or imagery resources used by him to aid in designating wind speed and/or exposure. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE THICK WALL SHEATHING. � by the client( others),or the accuracy of those mapl _ SPECWIED HEADER OR 13EAM IS RAISED ABOVE THE>LINE . P....1 a) Eio i 20.Provide horizontal joint reinforcin in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. ! I I � i J 9 U � : i : I�k ( ) INDICATES DIRECTIONAL ORIENTATION OF SPECFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6' OR 8- I I I I i (= ;� �:) I i i MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CENTER, . I I I i SPECIFIC&TIONS: STEEL 0 IN (:) P4 � RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED .I i . � i TOGETIAER PER THE MULTI-PLY POST CONNECTION I I I � I t-*- o..4 Piii I I i WOOD FRA� E WALLS - 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specification for the Design,Fabrication and Erec4w of Structural Steel � >-4 r-4 4.4 V) I � � al wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-frarned")when Buildings," 9th edition. ,� FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASONA CONNECTOR SCHEDULE 1.Unless othei I vise speci ica indicated Within these documents,vertic I I **-- � d b,,an interseecti sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be 11 CLIP,TIE FASTENERS i NAILS/SCREWS TO HARDWARE ANI M-MiU7 INT ATIONS EXT/MONO FOUNDATIONS EXT/STEM-WALL FOUNDATIONS CMU WALL TIE-BEAM /UNITE . I I � � fully-brace . ig unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: I or STRAP or NAILS FRAMING MEMBERS CONNECTOR (&AE MIS) � I I Projw Engineer: ( I used to suppoi�pla fftr a)Pipe ASTM A53,Type E or S,grade B � - ATR DIA. MIN MIN EMBED MIN EDGE DIST I MIN EMBED MIN /MAX EDGE MIN EMBED I GE DIST = 1:0)(� I I Ge ainp, PE � I point lateral support. k H2.5 (S)ScIPEREND i (12)16d ABU-44-66 5/8" 5-1/2 5-1/2" 3' 12" Z , - uninterrupted 11 b)Tube ASTM A500 1-314"/6" NIA �.)�0 1 cm, . .neer -11 I . I I H5 (4)&dPEREND (10)16d/EACH LTF20B&DT72 112-(EA) 4-1/4 wIMIN 3.1/2" 4'W/2-1/2"SPCG 12" 1-3/4*/6' 12, C.L.w/MIN � ;��, I- . ; - I � late material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry HS (5)I0dxI.I/2"PEREND 2-Ir SPC*G 2'W/4"SPOG 3"SPACING QEq 4 i-,O--PL I 1 2. All top-and ;hoe-or sole 3. All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. _�� (22)led SINGLE MGT 5/8* 5-1112 5-1/2" 3- 12" I-314'/6" 12" C.L. - I shall be pressu r I-preservati treated. MTS12 (14)10d"10d x 1-1/2"TOTAL : - ---- M P 9 � , �" A lj- 0. 3 -I - 2.(22)10d DOUBLE MGT (2)5/8, 5_V2 19-112" 3' ______ 12" 3-1/2"/4" )2" " _ ,- ., � 3.All vertical I iall fftrammmuing )-including"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capapity of the corresponding ASTM HTS20 (20)10d"(24)tOdx 1-1/2'TOTAL __ C.L. - Q Q 0 � I ,� c U No.22978 � - - (19)16d SINGLE RTT16/4 5/9" 5-1,12 7-1/2" 2- 12" 1.314"/6" 12" C.L. W Q U , . W/maximum 0%moisture tent-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. I Lan ((116)l6d SINICERS TO TRUSS, - - 0 .<Q P ,I 16 ing not 'WithoU raised I 1116,46S,-16-2 4)16d SDIKERS TO>&POST - 2x(18)16d - DOUBLE HTT16/4 (2)518 54/2 7-112" 4 __ ___ - 12" 3-1/2'/4' 12" . C.L. 1:4 I al AND signed m BLUE inl�, I � S YP lumber-A'maximiumimn I o moisture content unless otherwise noted or specified on the frarming plans and/or details. 5.Hex nuts and couplerstcouplings used for high-strength bolts,anchor boIts and threaded rods-ASTM A449 or similar-sMI be heavy hex ASTM A-%3 grade DH. (2)10dx 1-1/2"TO TRUSS.(10)TOP,"T 2x(18)16d TANDEM HTF16/4 (1)5/8- 5-1/2 9-1/2" 5- 15" 1-314"16" VA 0 0� I I, I Castillo GeohpAnc. I msrAi2 (10)10d TOTAL (32)16dSinkm SINGLE HT722/5 518" 5-1/2 9-112" 2- 15" 1-3/4"/6" MA I - �� 40 _V) 11 6555,W,flowsevieti Bii�., , I I . . the specifications for grade and species of the studs specified for the same wall, except walls that I MSTAIS (14)Iod TOTAL 2x(32)16d Svd� DOUBLE HTF22/5 (2)5/r 5-1/2 9-1/2* 5. SEE PLAN NA 'n� , . i rtical wall framing shall meet or exceed I - - Jacksonvilie,PL 32244 4.All requi x blocking it ve . 04 I are specified SYP and are dso not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: � MSFA24 - (18)10d TOTAL (20)Y4�X2-1/2NSDS SINGLE HDU8 719- 8" t, is. 3' 13-In 1 3-1/2"/4" 13-1/2" 1 C.L. - a (904)772-6100 - - �_ MST37 (42)16dTOTAL I 2x(20)Y4�x2-I/2*SDS DOUBLE HDU8 (2)7t8- 81, 1 13-1/2" 3- 13-1/2" 1 3-1/2"/4" _ I3-V2' 1 C_L_ . , ,i,, I� L CoA Number 29015 - MSr48 (46)16d TOTAL - (30)Y4�X24/2*SDS SINGLE�DU I I I. 9" 15" 1-314" SEE PLAN NIA in 0,W, 5. In some ins E nces,these ei gineering 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 stuctural composite lumber either exposed to weather or in direct contact with the ground or soil Ai.e.deck/balcony I '. � SHEET I I an any of the following three options may be used to resolve the conflicting thicknesses: a)The M91760 (56)16dT(YrAL 2x(30)Y��X2-112'SDS DOUBLE HDU I 1 (2)I" 15- 11 15, 4- SEE PLAN NA - - 9 M:3 specified eith( r in the stud ta: ,le(s)or relevant notes. In such inst ces, boardstlumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application. Borate-based treateidIwood shall not be used asK4 i - - I ___ i 1. 3. -_V_ - v!)� I thicknessofti, adjacentwal framing my be increased so as to conceal the thickness of the column within the wall-,b)The adjacent wall maybe furred-out to a thickness structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and apWved as adequate forthe CS16 (30)Iodw(26)I0dToTAL (36)Y��X2)S"SDS SINGLE HDU14 9. I 15" PLAN WA 0 1 fthecolumn o as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the �, SPH4,-6,-8 (I2)I0dx1.U2" 2X(36)Y,�X2Y,"SDS DOUBLE HDUI4 (2)I" 15" 15" 4' ---_JSEE-_ N/A I � similar to that ' application. . I ____-_ I HGT2,HGT -- - ____ 11-112" 1 column"wrap I All with a firl 3h material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the three HPARD22 (23)16d ____- __ I(16)10d 3 (2)3/4" 1. 11-1/2" 3- 1 SEE PLAN C.L. C S aforementione� options are c)nsidered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressurc preservative treated to resist decay. LTP4 (12)Sdx 1-1/2"TOTAL -t- 1(16)10d I HGT4 (2)3/4* "� . . F --I---- I SEE PLAN 11-112" C.L. , (EWP)or strud al steel coh mn may be used within the allotted wall cavity. 11 A35 (12)Sdx 1-1/2"TOTAL - .FRAMING"md*MAMING-TO-FOUNDATIOWCON14ECTORSCHEDUL NOTES: GUARDRAILS,HANDRAILS AM SUB-ASSEMBLIES/CoMbONENTS THEREOF Of 4 � 3.All fasteners(nails,screws,bolts,etc.)less than V2"in diameter and in contact with pressure preservative treated wood shall be eith,'hot-dipped galvanized(fl[)G)or META20 (12)10dxl.1/2* � I)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FC rND.CONNECTIONSU.N.O. (POSM BALUSTERS,FTC.)SHALL BE COMPRISED OF ETITEIER A PROPRIETRAY I - - - SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRCDIUCT APPROVA14S) stainless steel (SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by , maindacturerforcompatibility HETA20 (I2)I0dxI-I/2* 2)ALL DIMENSIONS(ROD DIAMETER.EMBEDMENT,EDGE,ETC.) MINIMUM DISTANCESU.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED?ROFESSIONAL FIELD FRAN ING with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment cont i ammoma,shall require the LGT2-MASONRY (16)16IISINKERSTOTRUSs. 3)-VLYuJ5LE-HOLD-DOWNS REQUIRE MINIMUM S'SPACINGBE ATRANCHORSUN.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE ATtUCABLE CODE � - - (7)I/4-x2.I/4'TrTEN SCREWSTo WALL - 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXT FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING�5)AND - - -_ - � � ; exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall ire the exclusive use of SS MTSM16 (7)10d 710dicl-1/2"TOTPUSS, , CMU WALL TO THE,OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVEr BY THE E.OR_ I , 5)MIN.EDGE DISTANCE DOES NOT APPLY AT RM4=TERIOR C"U�B LOC S ONLY IF THE MIN-EMBEDMENT is TO CONSTRUCTION. I I ents or areas the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. Al these confined (41)1/4�x �OWALL MEASURED Mom THE LOWER SLAB ELEVATION � MT R � : 1.Limited el . These elements or applications may include connectors and fasteners. HTSM16 (8)I0dm10dx 1-1/2'TOTRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE W1111111 i _________i ' locations the ary to establish a demonstrable design for the specific application. ANUFACTUREWSINSrRUCTIONS& i for gincer has de ed that it is unnecess nine ceiling treatments and similar,non-typical construction and/or (4)114�-x 2-114*717EN SCREWS tOWALL DIRECTIONS 11 I i : stairs and I dings,plant Ives,widows walks,radiused floors and/or walls,decorative or Vol 4. Stainless steel (SS)and zinc-platecL(galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only 4 fasteners with SS connectors. H16,-16S.-1&2 (2)I0dxI-It2"TO1Ru&% 7)ALL NAILS SPECIFIED ARE-CCMMON-SIZESUN.O. F .01 I I ' such,the en er has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 1-1 (6)1/4�x 2-1/4"TITEN SCREWS LOWALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SMWN ON PLAN SUPERSEMSMINIMUMS SHOWN F�% ht 2M I b I ne . th I I . I�-, I I I 1� -",:I I : � accessories. Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors, : or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, FGIR (13)1/4�-x 3"SDS TO TRUSS, ONTHISCHART � : ! her own desi for elecinents applications specified as"field framing" (2)1/2�x 5'TI1ENHftTOWALL 9)MINIMUM EDGE DISTANCES OF 4'OR MORE REQUIRE MINIMUM 6-WALL FRAMING �� i I : tion of the Building Official. used in outdoor4or oth o ve (B)IOdTORLAMM 0)MINIMUM 8-SPACING BETWEEN META-orBETA-ANCHORS U.N.O. I � rules,codes,e . and shall be to the executed to the satisfac 5.Regular inspection and maintcnanc,-�of wood,wood-based and metal products used in structural applications and/or . er potentially cory, si MSTAM36 I � (4)1/4�x 2-1/4"ITTEN TOM I ..1)MINIMUM 1-112*EDGE DISTANCE FOR TITEN SCREWS - � environments or applications is essential for continued,long-term satisfactory performance. __ � 12)MINIMUM 4"EDGE DISTANCE FOR TTrEN BUS �, I I I I ! i : �, W ; i I I : I i " i I i �- I � I � - i � I i I diciltido"=along with associated insir servoe and are the phj='d�l=s F,g;T� �"d Ttj Castillo qr7 Me If S,c �13-015 TTO I R TRILISS %=_"A revo'cable of to the iz=Of sery EsSntilis and associated one firne to dZCOPstr Ifthe bui i (s)a ied"VelrZ V n at locabon identih.ed below. R 4'-0" MIN. OOW that the one itted ----------------- copying,duplication or modification of n or at is a v bon of =fedWa intell I .fde right taws S11211% :Zmllstr i-code to of Engineers rules etc. is pun' fine, INPUT"NEW"#2 4 and/or authoriza rev 'on of license for Upon SYP 2x6 WEB an or 4 flT of or or versi o1nn docu MEMBER It all 3 yer to The Uf ,Inc 1 u y ny all con uction u a.a m0h docu 5.U this ac agr to to E_ aforenritniticiiiii rns and conditions. 01 DESIGN MEB APPLY APA RATED Y2"SHEATHING To mBOTjr SIDES OF TRIM BACK TRUSS�'_ 2'-2- TRUSS TO I&ATTACH TO EACH MEMBER(TOP CHORD, DRAFF CEG &SHIFT TRUSS f I BOTTOM CHORD&WEB)W/Y BEARING 2'-2" 4"DIA.x 3"LONG SIMPSON SDS SCREWS SPACED 6"O/C. CHECKED LAP (AS SHOWN). -STAGGER OPPOSITE SIDES OF SCREW PATTERN OF FRONT &REAR FACE SCALE 3/16 4,3'-0* MAX SPAN DATE 1.2.2013 J JOB NO. 13-015 LOADING r) SPACING 0 CS1 DEFL LL, j�(I -) I/dfl L/d PLATES GRIP SQFT. - TCLL plot..I� Te 0 _t( _Q 2-15 �9" E140 11700 244/190 TC33L 7.0 ac o..40 Vwt(TU _10.11 2-15 )9" too Lda..I. 1 16 ver 06 ACLL (I a lm�I YE V13 a 33 Horz(TL) 0101 11 wa n/a Slim 5.0 2M I (matrix) Walithb 150 tb FT 20Z REV DESCREMON LUNDER StACIN(i TC 2.6 SYP N.2 TOP CHM wood shealhimp dirctty applied�5-3-12 p-jims, SC 2.4 SYP N. 2 Vll ?x4 SP Nm 3 ISIT CHM ;x-pt I-Fly Igid-11 nq Ittly*Mt i*d or 6-0-0 b�jm& 2 w-AcTion(ib/sim) L-mti C-Ift 0-1-0), 10-137610-3-8 (min 0-1--to Nax Ho� L-147(LC 12) Nax Wiflt2310. 10-302 3 4 NOTES (10-12) 11 far th'.d-,lin 2) "d, A=7-10) a V T The "'d-113110II MIL-C 2WJ SM-&OW) h-19ft) Cat Ili Exp C, &x:1., GCpj-Q)S, NWRS(_top*) and C-C 31 ==it& -C fW merdws"d F�s&Na"n fm Stme" Lumb-1101 60 pjQ1-grip ISIL.I.60 E) 4 Mis fp_�.to.-at-W I"', uss P=dxx IlW load�t with my-Lim live loads� 5) :.Th'- CASTILLO ,Z-=f-- I'- load of 20.Opof an Ift bottom dx-d 1--41 rec-tamftl.2-"tall by 2-0-0 aid..1 It fit - P_b�lnffs assumed to p At—t am*==Ms ="v of. 7) Id.nect-l"L comms,Im(by olfvm�) of tFu,,, nD Plate"NIN, le of withstarvillmo 310 tb uplift at jaimt e, 302 (b uplift at joint 10 9) !!Wled Plate W him r%qul�d*a p—de full bearing x-face with*cl�d at jairrh.) IQ Id pitchkirvalm lm::di Nlviw ImId fixity madet vas used in=:a Gr=p W, 1=:s amd&jqm of this bum This tit 30) act-ed jx�odwt Wwd Ga M lndlvldmt,bul tdire y usit of this corponamt for my particutw but tdlrQ is if the-spomaftl I Ity of tPW bui;:�;V came, I .=by 11) SP:r ANSI 71 the bu I tdjxS Not, Vista. ly im SPpa, Luma_d..W,� I's". Designe r s iir�drc! tuid,� "Proiter"ts lues as W SPIIRL il 11 Lan chms) Standard if Engineers 655o Roosevelit Ellv& TRUSS TO I REPAIR DETAIL jacksonville,FL 32244 -6loo (9-4)772 NOT TO Sc L FL CoA NO.29C,15 INTEMOR WALL FRAMING SPECS PER ARCHt rEcTuRAL PLANS SPECIFIACTION FOR NEW WALLS TO BE BUILT IN THE INTEROR OF INT. LQAD-BEAR STUD WALL SPECS !NT. NON LOAD-BEARING STUD_V�A_LL SPECS- THI I IOME-.REFER EXCEPT AS NOTED ON STRUCTURAL P EXCEPT AS NOTED ON STRUCTURAL PLAN(S) "INTERIOR WALL I�RANIING SPECS". EFFECTIVE PL HT. FT) ALL WABLE STUD owABLE TFFECT1VE PIL HT. FT) ALL TO RSI-G SPF STUD 0 16 0 OR TO 8'_1 1 TO a ZX4 TO 12' 2x4 #2.SPF STUDS 0 2x4 SG SPF 1-4 TO 18--T 2x6 #2 SPF TO 12- 1/a 2X4 A19 spF -;zn iniz ob i sr;" n. #2 SPF SJ:QJ5� 0 0 R: 0 12" 0 TO 211' 7- 2x6 #2 SYP STUP2 0 12- 0 TO 21*-7" A 2x6 #2 SYP R-nin-Z U -W- I TH Q 4 CIO U 0—fal F if REFER TO CONVENTIONAL i F RAISE SLAB HT.MAX. ----- ---- -- if r8ll'O'\ 2"W/2,500 PSI CONC. OVERFRAMING CONSTRUCTOIN is # DOWELS FROM NEW SLAB INTO EXISTING 32"O.C. I NOTES ON SHEET STI. 11 DRILL AND EPDXY EA.REBAR,5"EMBEDMENT W/ ST2 AFTER RAFTERS I ;IMPSON 2-PART EPDXY.EXTEND A MIN.OF 20"INTO NEW SLAB. T Fattattal if -4—-,--4- N < > -————— ——— -———— In z !------ -------------- 0 2 1314"x11.1 A CL r7 z Of -c coo RAFTERS Fol>1 ��U > F' -1 +1 31! i RAFTERS RAFTERS W Ck. 0 (1)MIS 12 @ PORCH HEADER TO CIELING JOISTS Ix _r < L _j EXISTING WALL TOP PL.'S ENSURE MINAply#2 SPF 2x4 POST @ a_ PER ARCH. PLANS PER AR PLANS r__ _j 0 CONNECTION W/(1)LTF20B @ POST BASE TO A.T.R.. ALLFRONTPORICH 7 (2) 13/4"x 17/8"LVL-3/5 U PADS TO BE: 20"X20"XI6"W/2-#4'S ,�U BOTH WAYS REFER TO PORCH CONVENtIONAL U FRAMING NOTES ON SHEETSI. U STRUCTURALPLAN 3/16 1 -Off Coll) FOUNDATION PLAN 3/1601 if-Off PORCH CONVE ROOF RAFTER SPAN TABLE FRAMING NOTES O.C. LLafflER SIZE SPACING 2xg 2XIO 2x12 0 ALL MATERIAL#2 SYP U.N.O. 12" 15'-6" 20�-5" 2,V-10. rast-4 pa� 26-0" 16" 2-F-6 25-2" ALL RIDGES 2x8 U.N.O. 24" 11'-5" 14�-&" 17-6" 20'-7" ALL RAFTERS 2x6 @ 24"o/c U.N.O. 20 L1.11 5 D.L.-Cd 1.25-Lt240 gir Enj 'E c' c Vo Mn A.n inl�, r .13 1 X3"TOENAILS @ RAFTERs To REDGE4m &L RIDGE/VALLEY: CEILING JOIST SPAN TABLE-NO STORAGE 2x6 RAFrERS-(5)NAILS WALL ANCHORAGE LEGEND O�C. LUWIER nM —7- .22978 2X8 RAFFERS-(7)NAILS ;j SPACING _2�_ 2X8 2x10 2x10 RAFTERS-(9)NAILS —- r' �. 9 va4q ithout camed DIAMETER THREADED ROD ASSEMBLY 7-1/2-EMBEDMENT I AND stgnedin B�q 'ink,- 2xl 2 RAFTERS-(11)NAILS 12" 12'-5- 19P-6" 25'-8" 26'-0" 5/8 rz _16- IF-3- 17-8" 23'4" INTO FOUNDATION AND COUPLINGS AS REqD. 3"x3"x Y4"ROUND \TheGastillo Grpuf:f,Me, 26-0" (1)H2.5,H5 OR H8 EACH RAFTERTO PL.RAFTERS TO 24' .40. HOLE WASHER ATOP UPPER-MOST TOP>ASSEMBLY. 6556 P4*�*Blvd. 14'SPAN. 9 15'-6" 20'-1" 23'-11- 'Jad"Olikk 32244 10 L.L./5 D.L.-Cd 1.00-L,240 (904)712-6100 DIAMETER FULL-LENGTH THREADED ROD ANCHOR W/6" FL GoA NUMber 29015 (2)H2.5's,H5's OR 1-18's @ EACH RAFTER TO PL.RAFrERs EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x2l"xlfta. OVER 14'SPAN. SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST SHEET TOP>ASSEMBLY. .13 10-TOENAILS#RIDGE/HIP RIDGEVALLEY To BRICK VENEER STEEL ANGLE LINTEL TABLE ADJACENT MEMBER: TO J"DIAMETER HYBRID THREADED ROD ASSEMBLY. 2X8&10 RDG/VALLEY-(8)NAILS MAX. MAX HGr OF 4-"RICK VENEER ABV OPNOS DIAMETER ANCHOR W/6"EMBEDMENT AND 2"EDGE AT 3.FORMOUTH" GFBECK VEI�-,14 S1 2XI 2 RDG/VALLEY-(11)NAILS OPENING FOUNDATION,W/f-t(34 REDUCING COUPLING TO j-DIAMETER T-0- ANY OPM41RISFE-AALDESIGN MREQUa1E,Br 6-0- 8'-0' ENOWM If FULL-HEIGHT THREADED ROD W/2"x2"x'"WASHER ATOP 'xft)(' 41.UNTELAN�BEBItA-DAG14 8 2 of 4 2x6 COLLAR TIES @ MAX 32"o/c w/(5).131 x 3"NAILS 91_0m 3,14-x""X. OR 4 OR OR UPPER-MOST TOP>ASSEMBLY. L sale PER END. 2 mos 6"x*'Nk- TO WOOD FRAjus I ile"'ON 16-0" 6'x4"' AT��F OR R-W.N.- r.4N)f" �EMCALSLOT USEWASHIWBEr� 7*x4**- ANGLE AND WOOD TO S��G DIAMETER THREADED ROD ASSEMBLY w/V EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REqD. 2'x2"x WASHER ATOP UPPER-MOST TOP>ASSEMBLY. d 4 if I FG if f IL! P C A L dPECS ns," EFEC- S' L L S, jRALANS( P to 6 0 ST D ;4 ;T 01 S' 6 F S is 0 i . 0 9 JD 0 0 iS 0 1 S S . 0/ DS 10 q12 / S W to AR ONAL T SI. �4E 24TC C""G 1 2- 1 6 gce f-Jice .22%78 .rig,i.,v.a. lfiho� I I I I � : I : ; � i ; I � i i � I : i � � � � i � ; : ; : i :! I � : I i : : I i I : � I : ! � i . : t t I I ; i � ; : ! t i SHEA- kNG THICKN -__SS & ATTACHMENT SCHEDULE i i i 7/16- THICK (MIN.)(24/16 1 i ! I I I SPAN INDEX) APA- OR HEADER, ADJACENT TO I !I THIS DOCUMENT, ALONG WITH ; i; � ____�r______f7 ____7 j !I 1 1 TECO-RATED WALL SHEATHING - PER CALL I --_ 1. __ , - i � I TOP > , - � �� ;; I I , '. -6-8 CONNECTORS AT 11, .� t ASSOCIATED DOCUMENTS, IS AN I I WIND p 11 *WALL SHEATHING* if I .1 w/(1) ROW OF Bd NAILS 0 SPH4 CORNER POST \ H ,I ,. X : i i ! MI OUT ON STRUIC11URAL TOP >-TO- i .I T 4 1 1 T I; (3)ROWS OF PLAN. I t i i i 11 INSTRUMENT OF ENGINEER'S I .! � : (supported @ 24�'OIC I (wWorted @ 161 OIC MAX) I i !it 3'0/c AT TOP OF SHTN'G(IN TO ASSEMBLY AND 9 TOP 11 I � if j ! .; 11 ii it � -1 . I i SERVICE FOR THE EXCLUSIVE USE : _ 1164 , ,_(1) ROW OF lGd NAILS 0 r I\ . I ! I i !i SPEED& 8d FUJNG. NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** 1; r_ . I *-t TOP >) AND AT BOTTOM OF >-TO-HEADER 0 MAX 32"o/c.1 1 I i, ! i 4 , 10d NAILS 4 * D.C. STAGGERED ! I� I I I TITLED HEREIN. I !z I �I I i I I MIN.Tl�I XNESS- .t I. AS SHOWN, EA I SHTN'G(IN TO HDR.,). NO i i I i INT PERIMETEPJ HORIZONTAL VE TAPP.W V-E-RT-A-PP INT ;j 0 4" D.C. 1! I I ii AT THE PROJECT I EXPOSURE �t ,,-(1) ROW OF & I t I I I � (SPAN NDEX) I i 4 STAGGERED, PLY. I 1 ADDITIONAL>-M-HEADER OUTSIDE CORNER OF I I � � i I I I i I 11 � i i I APPLICATION OUT STUCCO W1 STUCCO ZONE ZONE ; I I � I � I I I I A .I I ! it ,I . , ZONE END ZONES 10d NAILS 0 _T �fu GARAGE. ., � . i :��, 1: INFORMATION DERIVED FROM THIS I � t l 1 1/4- OFF 1 1 CONNECTORS REVO _/TRUSS I � 1 ; il I i I i 7/1 G` 7/1 G. 15132" Gi I. � 6'D.C. 1 5 1 UPLIFTS <1.00OA FOR HIGHER p I H i i I I i I i DOCUMENT, AND/OR ASSOCIATED I � I ") 7 1 2" G7 1 2" i 1 STAGGERED, N <OF 2x6. %a i! ? + + - OR ;I � l; I I i. I 11 . I I (3 ' I -NAILS � I I It (1)DIAG. BRACE OVER MIN.(4) 1 . I UPLIFTS USE CONNECTIONS AS .13lx3" TOE END iT !! I I it . I .....I--------.71 . I I ; DOCUMENTS, MAY NOT BE USED (24/1 G) (24/1 G 211 G) p I WITHIN 3/4- 2 2, F , SPECIFIED ON STRUCTURAL 17- -0 KING-STUD TO HEADER. i It . I H I i, 4 4 . � I 1 I FOR OTHER WORK(S) OR !t it I TRU APPLIED TO BACK SIDE OF H I I G11 (supported @ 24"OfC MAX_) I i 4 OF CENTERLINE 11 j I PLAN. TRUSS TO ,-CUPS TO "IF THE MCATED EMBEDDED 200 HORS. USE (9)NAILS, I 2 t WEB. CONNECT TO EACH TRUSS ii - I H If I 115<132 niph G7611 =0= I i I WEB 1 1 1 ,1 OF 2x4 BE ATTACHED TO SHEATHED 2xl2&ENG. WOOD HORS. I APPUEMD M FMR 0 ILS. INSTALL DIAG. BRACES 1� I G 7 11 MIN.THICKNESS(SPAN INDE)Q 8d COMMON NAILING` �1 / STRAP(S) ARE NOT PROPERLY ii PROJECT(S) WITHOUT THE I EXI�'B,C,&D (2 G) A A' I I . CAST-IN-PLACE. THEY MAY BE (1[___l USE (12)NAILS. OF WEB I W1(2) NA I ORIZONTAL :i , i ,� 0 EACH END OF CONT. LATERAL � . rRT APP,W VE . I I t a 0 a%, I I WIRIABIF CORNER : � EXPRESS WRITTEN PERMISSION OF I U i! I REPLACED BY THE FOLLOWING. I I ,: ii 11 I UT �I a I 1 GARAGE. ; I BRACE LINES&0 MAX. 20! I ; . PLICATION STLICCO W/STLK= ZONE ZONE I I I 1 (1)MSTA-SERIES STRAP 0 1 j I! I. : I I . 1 1 THE PROJECT ENGINEER IDENTIFIED .i . (1) HTT22 - I � I INTERVALS BETWEEN ENDS. If I I 1 1 .13lx3* TOE- OR END-NAILS-/ EACE JACK-STUD TO I I I ! ;I I i I i I f I t t, I : 15132" 1 5/3 2" 19/32" G'V I 2" 0/0 1 I I I It I It H !1 I BELOW. (3 (, . i I --14-51.13 - HEADER. HEADER. 2XIO HORS. USE 1! i I I i- . ti 11 I 1 211 G1 t, ��L . I I . 32/1 i i . I I ; . . - .. i I 1 1 1 1 1/2- i 5/8. 1� 2xlO HDRS. USE (9)NAILS. . 18* STRAPS, 2xI2& ING. I i 'I I i i I MIN. WALL SHEATHING & Eld RING SHANK PER REl OF '10 FBC-R: MIN. 0.113' i I 202 &ENG. WOOD HORS. A &UP WOOD HDRS. USE 24" � i t I J I 1 1 i I REV DESCRIPTION I I I ! I . ** NOMINAL SHANK dia. RING dia. 0.012'OVER SHANK dia., 16-20 1 1 1 i I I I I : � i - NAILING MAY BE-M.M. LL SHEATHING, 1 1 1 1 .. - WW&DDED STRAPS MUST I I. 1: it i RINGS PER INCH, 0.280*dIa. FULL ROUND HEAD, MIN. 2" LENGTH. ,. 1 1 1 1 11 I I 1 I i - -I----7/16- THICK (MIN.) (I A BE INSTALLED wl ADDITIONAL CONTINUOUS LATERAL i I I 1 - BY REQUIRED SHEARWALL *TYPICAL CONNECTIONS 0 STUD STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN W% WOCD*TIe AN04ORNG RODS k ,. 24/16 SPAN___�- I BRACE QUANTITY AND IF LAT I E 1 RAL BRACE MUST BE MADE OF I S W/ ATED PC. OF#4 REBAR PER I TABLE, W/PLY CLIP I. MEATHING-M-P M_TO_PC1 MORE THAN ONE PIEM DO SO BY . BRACING REQUIREMENT& ;. I I EACH END OF WALL WALL SHEATHING w/3'/12*o/t SIMPSON INSTRUCTIONS. " i I I S ,t ASSEMBLIES, CORNER POST. ETC, i, TRUSS ENGINEER. I I OVERLAPPING AT LEAST 2 TRUSSES 1 (4) .131x2i" TOE-NAILS 4 7A. TRUSS/ ; MIN 5d's 0 4" O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH I . I I 1 2 - � I i -WL 19/32' 1 i OUTER PI Y TO SHEATHING A':Z qPFrlFlFn_ I I SEGMENT, WTHIPI 2" OF Bd NAILING, EXCEPT WHEN NOTED. . CONNECT TO EACH f it :I I I �I PER DETAIL B/STI. AT INDEX) APA- OR TECO-R -, . NAILING(SEE F/STl). ROOF SHEj THING PER SEE P/STl FOR BOTTOM CHORD !1 COLUMNS, JACK-M-KING STUD DST W/MIN Od's 0 12" C/C OR GYPSU _> LOCATION DEFINED i8Y I I i K ALL PANEL E I I .. I i � �F . 111AR—or M-p 15 arm 1 A2 OF 113M USE(12) NAILS. i , H *SPECIFIED NAILING REQUIRED FOIJ Ii i � If 11 1 i I I P - .. RAFTER -TO-TOP PL IN 6DI-noN m ENGINEERED TRUSSES OR I I EVERY PLY IN ADDITION 1 1 JACK-/kING-STUD BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSON OF ;1 4 i I if I 11 I i UM 11LE CONNECTOR(S) SPECIFIED 4 SCHEDULE I 1 1 ASSEMBLY&OCRINER POST 2 EDGES w/2x BLOCKING, " -,1: STND14 AT CURB WALL I TRUSS MEMBER W/(2) I I I It I it I I ;i . �; I UNLESS OR ON PLAN. TYPICAL. I I.L.TRUSS & CONVENTIONAL(SOUD-SAWN) if NAILS t, I i I 1 3 j 1 ASSEMBLY. ROD 0 CORNER (DTL.2/ST2) �2 I: d, I - I - I, I %. . . I 1 I; , 11 I = I I I ,� I 1 1 1� 1, NOTED 0 RAFTER BEARIN FRAMING. SEE PLAN. LAYOUT OR (1)STHD14/-RJ CONNEC R 0 i i 1 1 1 L LOCATIONS. OTHER I ; 7 1� . I I I I I I ;E I . I i i :� I I I t i� i ENGINEERING FOR TYPE. SZE& �I !, p I . I I , I . 1, L; I � t � 11 s t, i i I �i a I i = I 1 i FOUNDATION. (MAY BE US 11 i : FXCEPT _'AS NOTED ON 57RUCTIJRAL � I :I .I I i I _____ . 1 (2) 2<) #2 SYP TOP PL_ FASTEN PLIES I -..--..- ....______ --I 1 I.L. WOOD*Tle RODS) , ,I '' it I . I i I� NON-CURB WALL(DTL 11 I TRUSS-TO-PL CONNFC ORIENTATION OF MEMBERS. i ;i j_L.L - _F THERIMSE. G POINTS i ,; MAY BE INSTALLED M To MAY BE USED AT .1 I i SSOCIATED DELEGATED I I i EITHER SIDE OF CORNER JAcK-AING-STUD ASSEMBLY- it Tnp ; ;1 MULTIPLE PLY POST CONNECTIONS -I POST ASSEMET , TO-FOUNDATION AT 0 CORN& .111 4 - F;AN( ` ; 1 @ NOT TO SCALE . fiT POST ASSEMBLY-M- ED _� 1/ST2)LOCATIONS. � ,\ I i I I �� .:I , I5_�) - 1. .I LfiFT �Ll: ON INTER __1 . ;1 The : -�i� . _ < ___ --- MEDIATE SHEAR I i V � I \ ��i I,!I � ,,,, TOGETHER wl(2) ROWS .13lx3' NAILS 0 1 r----- I 1 I 1 I ___�_+ I� J-4I5 _T,�_THf_�5 ;I LENGTH OF CS16 STRAPPING wl MIN. (10) Told it FASTENERS, PER SILL,> __11 I DOOR(S) SHALL BE+ DETAIL A/ST1, TYP. ; 'T ATTACHED TO P � ___ - I i . I t �_i -------__ -MIN. (12) .13lx3' NAILS IN EA. . _ I ANCHOR BOLTS PER `,___ ,�i_ `�� - :; CASTILLO 1 0-46�_=H5 12'o/c, STAGGERED, w/MIN. 24" / ;, I j SHEAR CONNECTOR i4 _ INTO EA04 PLY OF SILL&HEADi EXTEND I � � 45 . ;I HORIZONTALLY ACROSS STUD ASSEMBLY& 11 SCHEDULE ON S.-SHEET(S) I APPROPRIATE FRAMING i I �)-�9- __�I)_H_a __ _S S !i TINUOUS TO CORNER. FILLING ALL I I ' MEMBERS IN - MAY USE PAN or-88 STRAPS I.L.O. STHD's I I I -LL-t.�o- - ___ SPH4-6-8 0 MAX 32'o/c 0 PL- TUD 1 I BLOCKING, CON CONTINUOUS THROUGHOUT I I " - " I .- 465-930 'I I_, � - NOT REQ*D MIEN USING WOOD* a i I I 1! WALL SEGMENT. ACCORDANCE NTH FOR TRUSSES 0 2,V O/C MAX 1 1 - � ___!,__,)-- ------ __ 1 I HOLES w/10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING(TYP). MATCH SIZE I AT STEM-WALL APPLICATICIMS. ATTACH TO 745-101-1)l �2), '.-I 6', ANCHORING RODS PER DETAIL B/S !I 4 STRAPS 0 SILLI OF ADJACENT FRAMING(STUDS). ;, W=)*Tie ANCHORING RODS APPLICABLE : I - -.-- FRAMING (22 Grou ; ____ - ': I _____ ___ - . �! Mj_rZ�&10d** - 11 _� I ' H- 'W6S T,') TC.P i .. - � MANUFACTURIER'S . �, f p :-, -- ; % I r____ T�-:it I A Ficidd.C. I : I 2x( ) #2 SYP SHOE PL w/(2) ROWS �i t TRAD-noUZ NECTOn r ti- - , ", ll 1 / _ , � I __,��11�11'_�2�T-TOP > OF .13lx3* 0 12'o/c. STAGGERED. 7�7 I It 11 � x I I I 0_iOool 11 .5 INSTRUCTIONS& < ,I P_ -- I i 1�"4 QVj -EE -TF?,R� _�AN T"I"T -1 :i I I f I : / . "_��_"�,�L.I 00,I " - - APA D :; TE I I i I � . I -.� - � ;. .. I I . .1 I / I w I ". NG(24"o/c STURD--FL ) ,t I 1 1 ; I I .3,:��: �,-�,- I , '� ,� 14 I I HEADER-M-STUD STRAPPING i ; I I 1 I � �I� L 10 lo�,t I t,L,_lUIH,L0 11 11 MIN 23 23/32 - OR TECO-RA , 11 11 I i HEADER PER STRUCTURAL PLAN SEE DETAIL C/ST1 FOR(VERTICAL) I @MlCAL GARAGE DOOR OP61114TERAMING DETAIL - U.N.O. I � i Designers � W/ � . � 11 It - 1, ___ 1. If .! T - 1. 1, I! . ; �16 I - i4 SPECIFICATIONS. 1� I 4 I i 1 ! ,; 2nd FLOOR WALL ;[ - AL T� � NOT70 SCALE I i Engineers � W16A WALL 6�16'!�/TlOdl NAJUNG & APPR -H i ;1 : 1 CpfflR�CTION ADHESIVE. 11 � - - I� "� � I EXTERIOR STUD WALL SPECIFICATIONS :T_. i 1 U1111291111"Ift- = I i i� f i i ABOVE 1� , ; . , 1, I ._______ -_ ___-_ I i I SEE 51RUCILMAL SHEET FOR EKTERM WALL FRAW,4 I 1- -== MATCH SIZE. GRADE & k==--===4 i i 10-1 ; T:7--=----.----.----=-:-- ___________.______ _-_____------------ __-----� I .� :! I i , WALL SHEATHING - T1 i i -�.� ---------- I I. I 655o Roosevelt Mill. �_ , .. : �_ ! ,I 1 1 ! I l Jacksonville,FL 32244 � f --------+QUANTITY OF ALL 2nd Y-------.,-,,------+ i i I AT EXTERIOR DECKS, LEDGER � i 1 ; -_ - TYPICAL INTERIOR BEARI !I ;! I , SEE TYPICAL WALL !I : . I ", 1-3/4' Width Pieces: i FASTEN FLOOR " � NG WA4 " STUD COLUMNS w/ _r ",;: I� � I � . !, ,0:�� -, .. i SECTION(A/STI)FOR T1) I. � I ,� . I I �i i i i I : i I - - ;1 I. I � I: : .1 1" i I I I 12.8) AND BE ATTACHED M EACH -,1� 1 . I _`_� I . I � I I I 1 SHALL MATCH JOIST DEPTH (MIN. ! *Minimum of(2) rows of 12d(3-1/4-) nalls 0 12-a/c. I DECIQNP(PER A/S i II I; BLOCKING IN FLR SYS I . SW13 — 111111111I�111111 Z I I ADDITIONAL SPECS - I � I I i 11 � I �-�._: ! : INT. LOAD-BEARING STUD WALL WLUb ,I * t"': /�," ,� f I NAIL THROUGH A.P.A. RATED SHEATHING , , Minimum of(3) To"of 2d(3-1/4') nalls 0 12"a/c for 14" & � I TO LATERAL BRACE W/ t -_ ! li AND wl let FLR-LEVEL 1 I 1 1 1 I 16'o/c (MAX) VERT. FRAMING w/ ; ___ det I 1 1 ; I I -, I MCWT AS N01W ON SITITLICTURAL PLAWS) I I ,, + ; I x INTO FRAMING W/8d AT 3- O.C_ AT ALL . i I 11 �� 1 (4) 100 COMMON NAILS I Fl,Co.A No.29015 -1�._.�-� ; .- STUD COLUMN U.N.O.. +1'T�_'z_../_,1�----%,.-,,-. I I T-BRACE FASTEIit it 2x4 PLANK ORIENTED I I I I - Wdio. SDS-SCREWS - 3'LONG - I -Nailed connections require an additiond raw of nals when nail size I� EFFECTIVE>HT. ;��STW 1 EDGES AND INTO EACH PLY OF EACH . � . I: I I _ I IQ L Ar, -__ - - _. I 1 i I I WEB W/.l3lx3" ob t, ,i i it I i I ITT -1 bil M a 10 --=4 =4 1 I IF DIRECTLY ATTACHED M Cn �� is smaller than specified above(min. 0_128"M"). 6p_j.: t LATERAL BRACES 0 2e I is - 20 42 SPF INTERMEDIATE FLOOR SYSTEM - i I I I � I DOUBLE INTERIOR PLATE, 12' O.C. � I *Nag from BOTH SIDES of 3-ply members O/C. T-BRACE TO BE !i " ! 2x4 DIAGONAL I I 19 2-1149; :i I t i FRAMING, 3-1/2- LONG IF w 1 � , O/C TOP AND BOTTOM. 1 : .- ___ ELSEWHIERE. 1; I SAME SPECIES AND i i i � FASTEN TO FLOOR TRUSS BRACE 0 24' To In j2'p,m!1. APPLICABLE TO MULTI-STORY 81.11=711F— h �t . I I / I ;=Z:l 2,9 t t W IN I ATTACHED THROUGH SHTN'G. % . 13=-1/2' Width P 5!7pW21.-3/e Width Pieces: 12" ; I I I�z_�j_ * ! M 21�-r[ 24 42 SYP 59M 0 12 ONLY. SEE PLAN. LAYOUT. OR I - GRADE AS WEB TO BE ;I I i W/(3) 10d COMMON I— . O/C. DIAGONAL i i fi !QUANTITY OF SCREIA - �V___ 1 - Minimum c : !I \ I 11 q ASSOCIATED DELEGATED ENGINERING FOR 11 11 I I FOR OTHER UPLIFT HARDWARE AND . S. I - I �1 T(2) baits 0 24* a stag _ j -T I ATTACH 2nd FLR STUDS TO let FLR TYPE, SIZE&ORIENTATION OF MEMBERS, J)Il,1 t CONNECTIONS, SEE TYPICAL WALL -1 tag '> BRACED. SIZE OF MEMBER � I t TOE-NAILS. BRACES TO � BRACE TO I I I it 2xB LDGR- (6) SCREWS '�'- - I h � I I t . TRAPS BRACING, BLOCKING&INSTALLATION 1 I I 00 CTI i 2xlO LDGRa (2) ;CREWS '-< __ I PER TABLE. i >__� -1 - ,� , 1 i I i I I 1 _,�_ � 41 ii , 11 2x STUDS 1�2� AS SPEWED BYIl1RUSS \ EXTEND INM FLOOR LATERAL BRACE I I � ,::�� I i i I I � , I � -- � p \ � S t, I FRAMING DETAIL. i;;MI 2 LIDO; (0) IMEV5 I I ,,,,,� _- . �_< SE ON AND TYPICAL HEADER i 1 - � DESIGN EN�NEER(41N. I \ I 1 STUDS (OR BEAMS) w/ CS16 12_� , it SYSTEM (1) BAY. W/(3) 10d , " "��l DETAILS. I t::�_j I , L ,. � j 11 (28- + DEPTH OF FLR SYS. IN LENG , i i ,, I - - i LATERAL BRACE LOCATION i I COMMON NAILS . . it 1 1 I I ;I ',�� - .1 I-, - lX4). 11. i I I I I I I . � - ! Al --,----,-v , . 1,. I i i \ ON sormill CHORD To AT EACH END I � I, I " � it SEE SCHEDUIE FOR tj f I i -,, Z - -1 I \ I L (2)2x( )HEAD DOUBLE INTERIOR i:; #2 SYP LEDGER FASTENED TO I , ,-,",-�-,� I I L I I 0 MAX. 32"o/c wl (11) lOd/END, I I � I - - - �, I " . I I I I I i . i I SILLS/PLATES/EILOCKING, NAIL FIRST '1 16"o/c (MAX) STUDS I �, , �, � : i � It ATCH BRACE LOCATION I I � - I - � I I I 11 I I i I � � � MINIMUM WALL STUD if I I AND SILL w/.13lx3* � - ,�, "r . 1_� - . I t MN TOP CHORD. I CENTERED ON FUR SYS., TYPICAL, INT. i I � � ; I & EXT. WALLS. NOT REQUIRED WHEN I . MID) I _',� - I - 1�I -1, f 1', , I I I I I* \0 i . � � � SIZE, GRADE, SPECIES & 1 I I I PLATE TO SECOND PLATE W/(2) ROWS t, GUN NAILS 0 EA STUD ; I - � ; - . i I i I i I I � . I I I I I I . , , it j I,-,- f i ,I i I 11 \. -'� i I �t I " , , i I I I . 12d COMMONS AT 8" D.C. :I `I- , -1 1, i i ,i . I� - I I �; (TRUSS i '_�,l �, .�� 4 ,_-, 11 i � i � I � I; ; 1 t �_�, "! � I I H i it I I : : ! , TYPICAL, U.N.O. i i 51�1 2 i i SPECIFIED BY TRUSS ENGINEER) I -it-1, - I; it , \ ;I INTERMEDIATE FLOOR I I . I H it i k . SIDE PANEL HEIGHT M � � , I i I I k I tl-- 2 - �,",, , I i \ 1 it ;I � I I i --i-11-- -1 .I �I I I I i� ii I i ;I TRUSS LED ER &CONNETION SCHED-ULE (Ityll PER TRUS53 i -1 - . It � I I! :1 II I I SYSTEM USING WOOD*Tje ANCHORING RODS PEI! SPACING - - I� I i -1;. -M-LEDGER CONNECTOR 1 I ,.-�, � DETAIL B/ST1 ,-� , - ; 11 i i f 11 I I PT 2x( ) #2 SYP SHOE PL. '\ 11 ; i I WIDTH REQUIREMENTS ;2�11 f" I -, - ,_1 I I : I t I 11 I I 1 1 1 I - - � it I ; FASTEN EXT. WALL SHEATHING . I i ; , 1, , I - � SPH4-6-8 0 MAX 32*o/ 1.111 i � -7-776........ -,- , 1, I i ! 1 1 . i I INTERMEDIATE SHEAR I� I i In (ft) IN. w � I�� - i I : TO TOP PL, SHOE PIL & RIM or - C 0 FASTENEF PER SI I: I i i I i rRv#O, _2x6 w/(5) NAILS 0 EACH n. i , 051M I i 11 I i I, i I I � / PL-TO-STUDS - NOT REQUIRED i I i i 7 -1 I I jRy#',77-1241.....2xB WAB)NAILS 0 EACH I - ;� I I ILI . i i t I��I I sm. R �- i 2� 1 � I �, it if Iss WEB REQUIRING BRACIN ;I t i I[ I I :1 >1 11 I i RIBBON w/ PRESCRIBED 'EDGE NAILIN it 3 ! I � 7— I P -1(19% MAD Q a FAr N OF MUL11PLE )LYSOF -C ! WHEN USING WOOD*Tie ANCHORING 1"I _ !;It - H SIUD. lill i; i i l 1 11 LJ1 I i �i -SHEETT! - i I 1 7- If I SIZE/SPACING. RODS PER DETAIL B/ST1. 1 1 �4 S 6 1 I I I I! . it 1 I I I I I : 1, - I ; � LEDGER DETAIL I SCL BEAMS U.N.O. I; 'I / i ii I if it 11 I I : I . . ,*� . .I i i :i 4 'I ST1 I � I I I I i, 11 I� I ; i NTH 4" BRICK VENEER EXTT-RI,K' . i I I �1 H -4 _ Lp i i i I I, NOT TX) SCALE I NOT M SCALE 11 z , I! I � � I i� r �I f I I(±) I �� I I : I t ; . . i FINISH, ADD CORRUGATED G LV. I: I I t i I -.- ..-.---.. .. . : 1: t ; :1 i i i it _____________ ti I i 1 1 1 1 r---------------- �___-- - - i BRICK TIES 0 24-o/c HORZ. & � I; I I I - I i LISS ON PARALLEL END WALL(NOTE- ! t z I i � I I I � � 1/2"dia X 7" EMBEDMENT � I- I( I I RIBBON ON FLOOR TRUSSES NOT SHOWN � ! 16"o/c VERT. BRICK TIES MUST I r ROOF/FLOOR I 1 1 : (I I 1 .; ; CAST-IN-PLACE "J" BOLTS OR ;t I ) HTT22 M AIR (TYP). !I I FOR CLARITY.) i � I i BE FASTENED THRU SHTN'G TO 1;� I HEIGHT-UMITED APPLICATIONS MAY USF_ i; ROOF/FLOOR ' TRUSSES i (2) #2 SPF 2x4 0 EA. CORNER I i I I � i ;, SHEATHIt; I I SINGLE TRUSS � ; : ! WALL STUDS. 1/2"dic X 6' EMBEDMENT I I.L.O. EAM HTT2Z (1) PHD6 OR (2) 1 i I I LLO. 4x4 POST. (3) 02 SPF 2x4'S 1 1 i I � ; li I 1, I 0 CORNERS DIRECTLY 8DtkTH I � i i EPDXIED ALL-THREAD RODS w/ � I . i ! I �, I FOOTING (SEE TYPICAL WALL SECTION) ____J PHD2`s. IF PHD2's ARE USED, MATCH I I ----Ty�j I . .I . I I i HTT16 AIR SPECS. IF OVER 19A FLOOR ': BEAM MEN 6x6 IS REQ'D. i! BRACING NOTES- I :1 I I I i I i I WALL SHEATHING PER TABLE 2"`x2"`xl/8* WASHERS 0 24"o c. :� � Il � I I 1, I � ,; BEAM, STRAP TO,BEAM wl(3) CS16's �! 2X4#2 SPIF UEDCER j fl It HTTIG & 5/8-46-V2 D ; :t 1! i : SEE SILL PL. SHEAR CONNECTOR i (3ply END POSTS REQUIRED). j I ./(4),131 X 3' i . 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 20 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. . MONOLITHIC-STYLE FOUNDATION, :1 !I TO I �j _ EMBE 2.SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR I :I EACH INTMSECT114G I t EACH 11 : i ;; (3) .1310- I R ALTERNATIVE AS SHOWN ON 11 APPROPRIATE BRACING DETAILS. THE lot USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE- FLORIDA DESIGN .: I I � I ______ l I _ I SHOWN. SEE SHEET ST2 FOR...it ODS. i SWB - SPECIAL SHEARWALL DETAIL �i TRUSS MEMBER - I ii I __ Q !i CENTER M CLAIM A$100 GIFT CERTIFICATE I . �: I� NAILS 0 EACH ;I -_ I i� S) !I EpOXIED ALL THREAD 0 APPROVED FOUNDATION ,� NOT TO SCALE �I USE MEN BOTTOM . I ; I STRUCTURAL PLAN. I I I i .S \ I OR I, I BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INIDIVIDUAL TRUSS I I I I I I :, I; CHORDS C I I d I i I TYPES/STYLES. )N I TRUSS It � I I i t 9 I� LEDGER M 1 1 1 ;i DETAILS PRODUCED BY THE TRUSS ENGINEER. i : 11 DIFFERENT HEIGIC ! . I .: ; I I � I I BLOCKING. I I; 4.ALL FASTENERS SHOWN ARE.131x,r NAILS. t, I I I t ON OPPOSITE SIDIES I I BEAM-STRAP PER N/STl LION I �l I U ,, 5. SINGLE TRUSS BRACE METHOD MAY BE USED M REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. 1 1 1 1 1, I 1 1 �j I I ___ ___ ____ --.------- - -, OF WALL I "1�7/0' ALP-A- OR TEVO RATED IL REFER TO BCSI ADDITIONAL PERMANDAT TRUSS BRACING INFORMATION. I TYPIC L ONE- Ik.. .TWO-STORY WALL DETAIL k_______________ ------,.-,--- __________.____ _ i i it l - if i H SK411HING W/6*/12*o/c 8d �; ,I . . t �; it NOT TO SCALE NA&iNG - 4 SIDES t PERMANENT ROOF & FLOOR LATERAL BRACING ,! I . r TOENAILS 1 H t G t 2x4 #2 SPIF BLOCKING 0 j .. (4) .13lx i � ____ - __ -,--I " 1 0 EACH BLOCKING I I NOT 70 SCALE i i I To TOP PLATE OF . ' 1 I I; -.-------------_. _____ _________.____.___________, r < FROM EDGE OF 24- O/C. REDUCE IN, I 11 ; � __ I SPACING TO 16' a/c FOR . I EXTERIOR WALL T, BEAM ABOVE , ! I SHEATHING/POST ?1 I I __ - ---.------------ I I� � � I - � I SW2 AND 12'a/c FOR . - _____-- f- ____ ---I ,__ --.-. i ______ - -_ --- - I ------- ! i LOW-CARBON STEEL NUT FOR )670---\ - f" ___ � ROOF SYSTEM - - a SWI. ; . ,- -,,- CONNECTED TO WALL 1 1 - 6 - - 1 1 WHEN THE HORIZONTAL DISTANCE FROM THE ?x4#2 qYP IN III[MERq- I I : AIR A13OVE ROUND 'FENDER . I /I � f i z I 1 : I I- � ; 1-7-1----------T_ I y . I ; - OVERHANGS-<16", 0 24!'o/c W/ I I � I - � - t I it AK OF GABLE TO THE EAVE OR SEAT OF THE : i WASHER ABOVE 3`x3*x9/64' I I 11 I i . I ! , I- ,� j'. - ___ PER STRUCTURAL ; 1 I I .� ,! i ! t . i I EXTERIOR WALL - i I TRUSS IS LESS THAN THE MINIMUM ON-CENTER I DETAILS. , I i I � t I i i i .i I i SLOTTED STEEL WASHER. ROD TO L I �, i I i __ -T-, SW (TYPE)1 il I i � (1)H5 GEACH OUTLOOKER M TOP I, i --- i,- 1, I i L SPACING INIDICATED FOR THE'X"-BRACING, A I i I . I BE POSITIONED SO THAT SQUARE,-- � T_+ I I ,� CHORD OF GABLE TRUSS OR END I t I , t; 5 F MIN. 7/16' THICK (24/16 SPAN INDEX) APA- OR i ;t--- � BULT-UP OR BOXED COLUMN MAY BE 1 SINGLE 'X'i-BRACE AT THE PEAK MAY BE USED !l I I I 1 I _ WASHER CAN BE TOTALLY � __�_ I ('11 ` - I i I DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I WALL TOP x � I ,,, I �IA_l i it ]! I -1 i ; I I TECO-RATED WALL SHEATHING ATTACHED TO I I I USED IN LIEU OF 4x4 OR 6x6. 1; AND THE OTHER (OFF-PEAK) "X*-BRACES MAY : SUPPORTED BY TOP >. . . if I I I i I - OVERHANGS l6t 242% 0 lVolc : i I i I li I FRAMING MEMBERS &BLOCKING PER TAME BELOW. I 1 1 EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. I :. :i t ..I It I it it ; I I : ! -_ ill" t I I I I BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. . I I : ADDITIONAL ROW OF 8d - i i � I ITORQUE NUT ABOVE WA91ER TO 3D-35 I I . i BLOCK ALL UNSUPPORTED PANEL EDGES Wt i I I it I! " . : � � ,. � i i 11 I I I� I I : NAILS 0 6-o/c M DOUBLE i FOOT-POUNDS AT TIME OF INSTALLATION ! 2x4 BLOCKING. i 1 .! (2)H5 GEACH OUTLOOKER TO TOP in � I : I i . I I !I NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END I �, I �: I � ! > - EXT. WALLS ONLY -�, _ I --- I l (AFTER EPDXY CURES). i 11 I IRULS DETAIL � If . . FA ALL ROOF SHEATHING i, I I I I i ____-- I I I 2ply MON. STUD END POST(PER 1 !1 5 ULOCKING G 1i - - I (n 1: : � � (STAGGER NAILS BETWEEN ,_-_ _-,:�, ; I. 90T-M SCALE I 2x4 BLOCKING A AULWR F TOP >. . " CIE(.1AFd F WAt i NI I " i; ! I it ; STRUCTURAL PLAN) 0 EAC if 0 TO ALL SUPPORTS w/8d ALL SUPPORTS w/Eld' ! ROWS). _ mll I 1 1 I I t I SHEATHING PANEL T a 0 ; - ;. H END OF .. I I EDGE THIN I : . � I; @ I I SHEAR-WALL U.N.O.. SEE DETAIL D-ST 1 .i I 1 4`-Cr OF GABLE WALL NAILS 0 4-o/c 2x#2 SYP BLKN'G EITWN � I ! -INDEX- SHEATHING 1/2' � It I! I 11 - !, NAILS 0 4'o/c I I ___�__ i I I - � i: t t - - I - I I I i t -:� -= _-=��i __ "I __ 'LOOKERS w .13lx3 - - I r . ...,� I . �__ ! ATE r - 3 1 / I I , I I ; 11 I FROM BOTTOM OF SHOE PL I t U [f �, 4jF,CIR ATTACHMENT OF PPST PLYS. i I I ___ __ _____� I ; __1- . � AIR MAXIMUM 0 T-OF-PLUMB 4- - -Ir -,I,- _ T C�3 � I I � M CREATE MIN. I" OVERLAP : PER I i 1/2- WOOD-Ve i -B ME-NAILS 0 6-o/c M I I� I I I TOLERANCE: A* PER FOOT OR 2* --_- I- -- I I �% .1 lx3' TOE-NAILS --_ ,,��I ; I � ONTO DOUBLE PLATE 0 TOP I; 1 (3) TOP CHORD or TOP > - � 1: I I FLOOR LEVEL - WHICHEVER IS LESS. :: - I� .! I b j I I I OF WALL. r"�_ N000*11*ROD I 1* I + _,�_ 5-11r MAX U.N.O. HEADER PER STRUCTURA 1 1 OUTLOOKE i . � :: I 1� : I rTT z, : I , -DROPPED (-3-X-) TOP CHORD ?x4 BLOCKING AT ALL ROOF : .I I � I � I I t I _. i I , I I KING-SIFUID ASSEMBLY I I Mr, , . BLOCKING-T LISS 1'� ��,�"��1� < .. I I ,t I . i I I 71E R PER t �1 112 SVP OBIL I ,i 1.%�- FL*JAAR TRUSS LAYOUr, , , .it,--�-!- � -zAt..4 4l SHEATHING PANEL EDGES WITHIN I I I ; AT OPENINGS MAY SERVE I . � 0.017 � 4`-O' Of' GABLE WALL --- I -� � I I �, .1 1 1 -- H 1: TOP > , - lz� : _1_ _-- ________� It . -, 2x'L'OR it BRACING ON VERTICAL I ___ It-, -1�, I.1 '',"�,,��AI�, ' __ 'i - - , . 1,�,- #2 S - . - � i I I ,I-%1t__ ,�% I , --------------- _____ i�, I n- -I' 11 - - I i 6'o/c TO TOP > - EXT. � It I ,I SHEAR-WALL ENDS : : : . � a 9 1. -M-1-111's1:11all I I I - I I I I I I ft I I I � k � � Iff .(3) .1 NAILS - - `Fw_"�Ira/c FROM BRACING � I 1 � , 4 I 11 AS END POSTS AT �i ------- I t � -. - prw"w - - �= 0 i � �0 l, MIN. (1)ROW OF Bd NAILS 0 1 'll"I'l ___�T/`Rl - . , ,Z 11 �_ " I i �Oi 01/sTi ; 7 --- -_ -F, ----- --��-_+ t� �, , I_�� -- � , _ Sit 0 CONVENIONA I I I WALLS ONLY. APPLY SHEAR I I�� i '�f' I� i: :! - i i L . ,� Pt-1 -IM710"0 6 TC L OVERFRAMING CONSTRUCTION NOTES ft i i Dt 2x (2)MSTA24 W/(9)10d / END. M WEEL ABSENT OF SPEC(S)ON � I WALL EDGE NAILING PER 11 -=---=A I , ,i ,I 1 i I 11 . INSTALL I . bi s* i I , I 1 1 � - I i ,1 1 �1 4 i z HOLD DOWN AT EACH 1; I ;I I;. I I BLOCKING IN ,1-_ -_ I i E/ST1 WHERE REQUIRED. I !1 I I I I 1 5-11 TAX It .� __ t EACH END OF EACH t or TRUSS ENG.. REFER M"EKT.WALL 2x#2 SYP I MENLY RAFTERS - USE 2x6 #2 4/SPF RAFTERS 0 24- O/C ATTACHED TO RIDGE & VALLEY NAILER tail (3) .11310" TOENAILS. �I I i i I I I INTERMEDIATE SHEAR . 1. I I .. . ;I 'f I I I 1�--_J_ %r 1� - SLOPE M MATCH ROOF PITCH. V. � I � ; , i OF SHEAR-WALL, PER FIRST TWO STUD i I ; BEAM TO POST. 07,% � SPA I FLOOR I 1 FASTENERS. P _�j , ASSOCIATED TA . M L,-��, IZ 1. I I I I i !I BLE. ! i 1�71 � I r'', ZX4#1 YP -X40RACING. LOCA if-PMEAMAK & I STUD SCHED.'ON STRUCTURAL T ,1 � VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .13lx3* NAILS. n � I i . I ' NTERMEDIATE ER DETAIL it H I !it � I t 'MATCH l. I I I I if . � I LOW-CARBON STEEL "I SYSTEM-APPLICABLE ; I I i . �1. . ADJA T It . : - O/C (MAX HEIGHT = 6'-3-*). 1 : 1 . - i - . ; �,EACW,WAY AS SHOWN BELOW. EXTEND 'X7 DRAWING, USING WEB LENGTH/HEIGHT 1 2x STUDS CONTTNUV;FROM FLOOR RAFTER CRIPPLES - 2X4 # SPF CRIPPLES 0 4 t I . 11 A/Sn TABLE. TYP. I � L i. % ;: I 31 � I i I COUPLER w/MIN. %" it TO MULA-SIFORY I I I : I ill . FRAM11 PER 1 I BEAM ABOVE l BRACES INWARD MIN. B! FROM GABLE WALL AND . I.L.O. >HEIGHT. DOUBLE AND/OR . SYSTEM TO UNDERSI OF DBL TOP > - 2x4 #21SPF 0 2' O/C (MAX HEIGHT = 6*-3"*). 40, � 11 ; r i : I � I r - - I - I . I ; RIDGE CRIPPLES i I . . 1111,111LONGS ONLY. :i - -;!- -i 1 1 t I i I __1 - as - ; . 9 ZME E/ I ATTACH To 2x*VERT 0 MID-POI T wl(3) .13lx3" TRIPLE "Cafri" AS REQUIRED TO I! I ASSEM13LY(0 OUTLOOKERS). SEE � � : I THREAD ENGAGEMENT jF ---A I I i i ; . - ! I I f� I I mE-VMKM- I I *IF lx4 T-BRACE IS ATTACHED TO CRIPPLE w/ .13lxY NAILS 0 4:" O/C (MAX HEIGHT = V-10"). q : i FROM EACH WOOO*TIe 's :: i I I 'FROM I � t � i I . loolootTle 1, .. � j I I i� I I. SPECI I � NAILS FM EA SIDE OF'X' BRACING. MIN. (3)EVENLY I MAINTAIN MAX a/c SPACING MEN i STRUCTURAL PLAN. i (D M � 1 I I I I I I STUD HEDULF I PT TI12 SYP 4x4 POST 'I i 1! *IF 2x4 T-BRACE IS ATTA(IHED TO CRIPPLE wl .1310" NAILS 0 4" O/C (MAX HEIGHT = ll'-2-). 1 ; ROD. (OPTIONAL, I I I It 11 I effirASEMIL I ARMED "X' BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON I � ; I i I �, it ;i I i I ; j I ! , I � IL i I COLUMNS TALLER THAN 10'OR 1' / I I i I% li IF CRIPPLE DOES NOT BEAf DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .13lx3" r. I z � . ; LOCATE AS REQ`D) 11 I I I FASTEMOM OR LL I 11 I . TING D CABLE I. ; . i i i OSE SLIPPOR I I : . . � 1/2" d1a. I I ENGINEERED 11 ENGINEERED ROOF TRUSSES OR I I r Ii I it MSTA�O wA24) 10d . WOOD PRODUCT* USE PT#2 1� - -1(2 PITCH- B'-O'o/c TRUSS � TOE-NAILS TO EACH TRUS$ TOP CHORD. ! � INTERMEDIATE p > MAX. *X* BRACE SPACING:: ffidiRbLTop cHoR � SHEAR CONNETOR SCHEDULE ON S-SHEETi � Irl i I I I .. - I i CONVENTIONAL RAMRS/J(XST. U.N.O. i i SYP I I ' ATTACH CRIPPLES TO RAFIER OR RIDGE w/ (3) .13lx3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .1310"' TOENAILS. i I I WOOD-Tie RODS -VdIa. 1 I i W00D*TIe ReE 4I .: .1z � ; I NAILS NAILED TO PLATES it 6X6 POST. (U.N.O. ON 1(2 �3(2 PITCH - 6*-O'o/c 31 11 : � A307 THREADED STEEL RODS I . . 7/16- THICK (MIN.) APA-7 , i I I I i I I i AND BLOCKING ON INSIDE It STIRLICTURAI.PLAN) :L mimmiliffiqlp"". . 1 I RIDGE - USE MIN. 2x8 #2 YP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). ; (-A7R')LOCATED AT F IRDINI MIL CONNECTOM W1010101*Tle ANCHORING RODS I V) Li I I : - 11 . I OF 11 I I . I r- CORNERS. EACH SIDE OF ;; I F I ACME I.L. TECO-RATED WALL SHEATHING. ii L_ ,� ----. i I 11 EXTRA ROD RED. FOR SHEAR-WALL HOLD DOWN IN 1 1 1 � - MATCH NAIL SIZE/SPACING ��, I� I I OPENINGS LARGER THAN 6% 1 � I . �"�==�L� � I : � - ______ � � I t t I I ADDITION M ANY RODS USED FOR UPLIFT. it I I -_ I i _ NAIL RIDGE ENDS TO COM N TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3" TOENAILS. t I � I , -_ � I I ; =* Li CL ; I - I I I 11 BRACE TOP CHORD OF TR SES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI. ! � -INDEX- SHEATHING 1/2- FROM ,WTIEFWE_Di_ATE 1: AND 6`o/c(EXT. WALLS) or I it : DESIGNATED FOR WALL BELOW i I � i : -- . : 2x4#2 SYP LATERAL BRACING-/ BLOCK ALL PANEL EDGES. I j . -1 ---------- I SILL PLATE i Vo/ic(INT. WALLS) I I i i . GABLE. ; I -_-- ---- i BOTTOM OF SHOE PLATE FOR t ! I i . IROST TO SLAB CONNECTION WITH t w/(3) .13lx3' NAILS INTO EACH I I 13ALLOON MAMED 103'�:��,tUL�A-Tn[MPALXA(;Er-FOR VI!W&PLjNgWjW15W.-------�----`_-_--- --------- of >_ � - . I i � MOISTURE PROTECTION AND TO i SHEAR THEREAFTER. SEE DETAIL � i it . I I I I I i : S - I I . BEAM W/(12)16d 1 TRUSS BOTTOM CHORD. MA " I--BALLOON FRAMING MAY BE U WITH - < I i : CREATE MIN. 1'OVERLAP ONTO . CONNECTOR F/STI FOR USE AT ENDS OF ! 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT I I CONNECT END OF LATERAL BRACE TO i I PATTERN FOR - - I : SPACING &LOCA71ON i t" . I SEE TABLE FOR i i ABOVE I it AIR OR (1)HTT16 &AIR. I 'I I EITHER ROOF TRUSSES OR CONVESENDTIONAL I SPECIFIED SW(So- F OF SPECIFIED SW( I l :: - � � I t�- 2x #2 SYP CONTINUOUS PATTERN FOR 2.4#2 SYP `CATS"0 Z) �- i i DOUBLE PLATE 0 TOP OF WAM, i i ENTS. NAIL SPACING I 11 I! TOP MEW OF 'TCH BOTTOM CHORD OF GABLE TRUSS w/ 11 I �; 12-o/c ATTACHED TO � I i I� t APPROVED t ,! SHEAR-WALL lot-FLDOR SHEAR-WALLS :I I � ADJACENT'X*BRAC If FRAMING. IN E17HER APPLICATION. WALL AT I N -Mp tA I . I i t I I 2nd-FLOOR SHEAR-WALLS I I I! i i I POS7,0113EAM I �I OF 1 (2) H2-5's. H5'a OR EQ. SHFATHIN_ - TOP 'i - P SHEATHINO-M . I TOP >1 W/(4) 12d ry (h i OUTSIDE FACE OF SHEATHING Ml�, � t i I I i ii � INI. SR ! I ! 1 I FASTENERS AND � DESIGNATION I I HM10WAII TO ADJACENT, AT � I I I I I . I I I 1, Is 1 FRAMING MIJU BE CONTINUOUS FROM THE I; CHORD OF INDICATED CHORD OF INDICATET; I I ; BE-FLUSH- W/SLAB EDGE. I. I 11 1 I ARALLEL TRUSS. ADD -131 I COMMON NAILS& I ! i ! I.__ - SPACING. i I PANEL I PANIEL TPADMO14AL WDOD-T;@ TRADITIONAL WOOD-TIs I I I I; I I i I! I : 2x STUDS CONTINUOUS FROM I d ATTACH BOTTOM CHORD OF GABLE '!FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTTCN. ATTACH EACH I I - - I I I I t . I 41i I . x 3'NAILS FROM TRUSS BC I I i F I FIELD HARDINIM ROD3 HARDWARE RODS I I I I 1! I I I I FLOOR SYSTEM TO BOTTOM CHORD itADJACIENT, AND CONNECTED To, M THE 0 0 ; ! i .44 -- I i . i TRUSS TO TOP >ASSEMBLY w/ / i I I ! : : � I ,, t I _ I I I I I _ - TO 2x AND FROM 2x TO ADJACENT TRUSS W1 : ; I I i j I I -� I I i I t, � f, OF GABLE TRUSS. SEE I 1! UNDERSIDE OF THE OUTLODKERS ABOVE. IE A I ; ! f_i_, , -� I ___ I :I TOP >- MATCH EDGE I ; (3) 10d COMMON � T I H SW WALL SEGMENTS )05'LONG: WALL SEGMENTS 2. (2) CSlt*s ACROSS WALL SEGMENTS > It 7t, STRUCTURAL PLAN. GABLE TRUSS IS USED, IT MAI BE A ED 0 �z I i i I �,;,;�, I I i I I I i i I .. .I I MSTA12 STRAPS 0 44ro/c a- ; - I TOGETHER PER DETAIL i I OR LTP4 U NAILING PATTERN FOR 1 TOENAJLS. t j ENCLOSED IT LONQ- NONE . . � [� � 6*./c 12'o/c NONE REO'D. WALL FLOOR SYSTEM M 15' LONG; NONE 7- . I pp 8! I I C I D-STI. ,! ��,_" - .__,�'/ 1 i i PLATES 0 32'o/c. SPECIFIED SHEAR-WALIL 2x � f4 , _;�'- THE INSIDE OF THE WALL STUDS A . I � I t I I 1!1 �I I 11 TIE I I SIMPSON -AT- (ACRYLIC TIE) ; i / IQ (1) REQ`D. WALL WADER OR STUD REO'D. WALL I I . I I , � : : I / i I SEGMENTS <15'LON I I ,"- I��% I! I I � I -Z - ; ; FASTEN STUD PLY`S �i � - - I I I I I'<' -A .13lx3' TOENAILS 0 6*o/c &EITHER , I i ___ MUST MATCH OR EXCEED i IT I,,� I ry X 25 . , ,- ,-I:-- I I�,_<,;/\,�': i i -, I�,11_;17 �7 1'� A- 2-PART EPDXY, INSTALLED I ,-I , FOUNDATION - it SEGMENTS < 15! COLUMN BELOW all SEGMENTS < 1 I I ;, -a 1, I .1 11,-11 ,� I ->,�," I' 1_-%, ATTACHED TO EACH STUD WITH (3) .131 X 3' ENG. TRUSS I --- - I i � I - uj - _j I " � HTTIG OR (1)PH02 5- I i 11 �� 1; !I 1� - ,� �>, PLA71FOR A FRAM90 � PAD THE T.C. TO THE TOP PLATES w/.131 X SS 11 ENG. TRUSS � : � i PER MANUFACTURER'S ; t MONOUTHIC-STYLE ,1 �ARTIALLY I I 1, 1 ", "I- ,,`�," -d �,` �-- I LENGHT OF SHEAR-WALL I : i I 6,0 i 1 6*o/c ro/c LONG., (1)Widto let FLOOR LONG: (1)h'dia I H I 1! I,,,,, � � """',� � I -_ - i t "I 11 -BOTTOM CHORD OF GABLE MAY BE - , - I I 1 " i t - " I I . ENCLOSED 11 � 3" 0 4"o/c IN (2) STAGGERED ROWS. � i i I.Wmu`,11�.. i I 4j FOUNDATION SHOWN 4 1 WOOD-Tie ROD HOLD-DOWN AT BASE WOOD*TIe ROD I I t, I 11 � _ � It LU I I M i ;i i I 1 1 i 1 I[ FLAT, SLOPED, OR COMBINATIONN - IN �A _1� I SHEAR-WALL - CONSTRUCT A! SHEAR-WALL - CONSTRUCT _j I 1: t : - I FOR CLARITY, SEE .1 -_ i I . �. FOOTM (SEE I I I IF lot OUTLOOKER IS i PER SPECIFICATION. OTHER-, �� PER SPECIFICATION. ETH,j��11 I - i � � , ,E t I i I SW2 PHD2 (1)irdia (2) CS16`9 ACROSS (1)Jrdla i - IT , I i 1; 1� ALL INSTANCES: VERTICAL WALL ING III I - I . 11 ! I < I � : . ,E _j M SHEET ST2 FOR (1)HTrl5 OR(1) .- _1__L.__ I i 11 I : i i �1 .1 FOUNDATION PLAN FOR i ,�, ,32' FROM FASCIA t: OR BOTH SIDE(S) MAY BE ' OR BOTH SIOE(S)MAY BE i w APPROVED FOUNDATION d; ENCLOSED 4'o/c 12"o/c wOoDwrle ROD FLOOR SYSTEM TO W00D*TTs ROD I I -T 1 1 I I BE CONTINUOUS FROM FLOOR M TOP I I'll ;, ; EDGE OF 2x NEED NOT I il 11A, Z) : SIZE) it PLATES IMMEDIATELY ADJAACENT, BOARD. DOUBLE let 1� SHEATHED. 2 SHEATHED. I i . 1 11 BE FLUSH NTH EDGE I I I 1; I TYPES/STYLES. ,z . I OUTLOOKER ONLY. ; 11 I i 40 - ,, 4 I I -1 I OF TOP >. .0 M ! I I f54 (n � HEADER OR STUD I I CONNECTED TO. BOTTOM CHORD VE. ** 11 I it 0� U < 2 Z� ;i COL BELOW w/I at 11 ii i� �ARTIALLY FLOOR HOLD-DOYN i i I . I 11 I RNATIVE METHOD OF ATTACHING A a i 1� M : 4'o/c rolc I I �! ENCLOSED i . � � ,% 0 � I ATBASE It I I ; THIS DETAIL PROVIDES AMN � I 71 i I !I I � THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A D M __ - - if NO, I ! 11 -It N �, 1@CRANGE IN PLATE HEIGHT FRAMING DETAIL U, I � � 11 i SHEAR-WALL TO A HORIZO L(ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL M A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA � t� Swi (1) HTT22 OR(1)PHDS Td'o (3) CS161 ACROSS (1) Wdia WDOD*r1e I I I f I i AN ENGINEERED TRUSS. AN MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE i ') M ROD I I NOT M SCALE ! I SHEAR-WALL CCNTINLKXJS THE UNDERSIDE OF'THE HORIZONTAL SHEAR-WALL CONTINUOUS M THE UNDERSIDE OF THE HORIZONTAL :� ; it I : MIN. OEDGE_.j i ,11 - SEE SILL PL SHEAR CONNECTOR SCHEDULE ON 1 ENCLOSED j-0/c 12-0/c (ROD A45�� FLOOR SYSTEM TO G NOT M SCALE ii �_ E a � DISTANCE (MATCH HTT22 'I if il I I SHEATHING. THIS DETAIL IS T APPLICABLE MEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVENTIONAL I ! EMBED_/EDGE DIST.) I I : I S-SHEET(S) FOR SILL>-M-FOUNDATION :: WADER OR STUD I TYPIC�L GABLE-END G DETAIL - U.N.O. Li- ! < is RODS. �: W/rxrx%. COL. BELOW w/I at D./EDGE DIST.) il ..... - ___ it __ ____ - . I I i 0 Li ACHORAGE WHEN USING WOOD*Ti ;� _____ ___ -------------- ---------------I: NOT To WIN E ROOF FRAMING ROOF FRAMIN(I IS lictFT). - - '- 1 ia_usw_ I �I � WASH SEE TRUSS ENGINEEMNG @ U I ARTIALLY RbUND-HOiF EF FLOOR HOLD-DOWN1 W/3-YO-YA' ; 7 ; ; I I CLOSED 3"o/c Iro/c AT BASE i 'I- (n ! it ROUND-HOLE I FOR ADDITIONAL INIFORMATION AND DETAILS il . i I ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXMUM a/c � — ,I D-P ION #11 �i , r . . I DIAPHRAGM.REFER M REPORT IOC ESIR SPACING OF EIRACIIIII r�_________________________ ______,__==4=_1--�I INTERIOR SHEAR-WALLS RUI,ING PARALLEL TO TRU I QP119N....#2 )*Tie DEIkILS & SPECIFICATIONS i I SSABOVE - D ,V- 0 � 1 i &= Im.tIS) Eld NAI '�;n STRAP. I I � INTERIOR SHEAR WALLS RUNNING PARALLEL TO TRUSS ABOVE Wool �� US EACH ENAPI 1-11258& ESR 1046'GYPSUM BOARD i I EXTEND HEADER M KING STUDS I ; I CD NOT M XALE I I INITERIOR&EXTERIOR APPLICATIONS,". SEE H.I.B. '91 I I It. I ---�-____--.-,-- I -_ -_ i G) ALL LWER-EAVES(SOFFIT) M ,, � i j3� 'T.- I _j : 'j"113TES' 1) HARDIE-PANEL OR UP SMART SIDING IS AN ALLOSAME ALTERNATIVE M THE SPECIFIED 7/16' THICK APA OR 7ECO-RATED WALL FOR ADOIIT I i ;F-------------- -_ ____ i I BE EITHER VINYL SOFFIT ,� I i _-, _________ --------- ________ SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. WOOD TMRU i KING STUDS PER STRUCTURAL . : I MATCH EDGE NAILING - --- i __ ____ .-_________________________-________ z I PLAN. EXTEND ONE KING TO TOP -, .1-_---_--- - I MATERIAL. RATED &INSTALLED I .1 -1 . i I . . t . PATTERN FOR �_ C) 0 0 i : � I -------=I- I 2) OPENINGS ANO/OR PENE`lRA7IONS GIRFATER THAN IrxI2'ALLOWABLE ONLY IF IDENTIFIED As SUCH ON THE STRUCTURAL PLAN. L. INSTALLATI 1 i OF HEADER, INSTALL REMAINING F � 2x4#2 SYP NAILER M I ROOF/FLOOR SHEATHING - 2x #2 SPF BUD.'KING. AS REQ`D FOR RADIUSED-TOP I TOP >SPLICES IN SWI &M DESIGNATED SHEAR-WALLS SHALL BE MIN. 48- LONG wl MIN. (24) EVENLY-SPACED 10d NAILS. I FOR THE APPLICABLE DESIGN I; .., t, I ,, . I t, . . . . I I SPECIFIED SW(BOL I ___:!�_F ,_- WIN w/() .13lx3' TOE-NAILS PER END. I I 3) I PRESSURES FOR THE SPECIFIC ;�:__,-I- , _`__ I I KING STUDS AS JACK STUDS AND ') HEADER PER STRUCTURAL PLAN. 2_ -_ I AT SHEATHIN TOP BOTTOM CHORD OF MSS / 0 ..z I � MIN. 7/16- THICK WALL 1 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP >OVERLAP IS NOT ACHIEVED, ADD(2)MSTA24's (ONE EACH SIDE OF>) CENTERED ON I-, - Ix4 SYP CONTINUOUS BRACT __ r . I . I I 1 16, W/10d COMMON 0 3-olic. P OIADE FULL-DEPTH .. / / / / " / " APPLICATION, Q& 2V THICK e� -I- ,,_�� SIKAP LALH JACK TO HEADER ON , L" I . . . . 11 I . MAX - THICK (MIN.) (24/16 1 / / , / / I : HEA FR. ADJACENT TO EACH SPLICE. ,-, "_ !i _< 1: : ,,t: I CHORD OF INDICATED R I � SHEATHING OR STRUCTURAL i (MIN.) APA- OR IECO-RATED 1. r/(2 10d TO EACH TRUSS. I UNSHEATHED SIDE w/(1) MSTA24 - ; TRUSS CCINNECTI . V) , ED : 2" - I PER PLY. I --7-----,7T- -, - ; _" I SHEET-SDING w/(1) ROW OF Bd - PER CALL OUT I _-, : " if _ 7/16 i BLOCKING BETWEEN JOIST/ �4 / / I (N I OR i ; TOP > SPH4-6-8 CONNECTORS 1 5)SECOND-FLOOR 94EAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOVIINS SPECIFIED FOR FIRST-FLOOR (a DO XT SPLICE - OVERLAP --_!2! : � I i . . ON CTURAL PLAN. I-,- I SHEATHING wl 6-/B-./c � 1, ,., di,l i SPAN INDEX)APA- OR ' � NAILS 0 3-o/c AT TOP OF M 0 TOP >-TO-HEADER 0 i I SHEAR-WALLS WITH MINIMIUM AIR BIBEMOCS WM LINTEL OR TIE-Ell INCREASED TO 12*FOR 1/2'dia AND 15" FOR 5/irdia RODS. I Ed NAILING. BLOCK ALL JOINTS MIN. (2)TRUSSES. .1 9 / I I t _�TECO-RATED WALL I SHEAR-WALLS. ATTACH / / / / , 1 / / � MAX. 32"o/c. . 6)AT LOCATIONS WHERE AN INTERIOR WALL IS DESIM71ED AS A SIHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM it I .J�j yl ,I I SHTN'G(IN TO TOP >) AND AT I I .I UNSUPPORTED PANEL Eww_ _. EXTEND BRACING TO END OR I " I ING. TRUSS SHEATHING wl 3"o/c 8d I SHEATHING m BLOCKING -I ! ; F I __� I I . I '' / / / / / I / : BOTTOM OF SH rN'r(IN M HDRA- ., ABOYE. REFER M DETAIL W/S71 FOR OPTION&. . . r9a - WALLS&ATTACH. , --I 16" MIN. FOR 1 STORY I / 1 r / � ! . I I __F__- , I NAILING. BLOCK ALL I W/Eld NAILS 0 6'o/c AND . i i NO ADDITIONAL>-M-HEA I 1 9 . 11 -_ :1, ,-I 20 MIN. FOR 2 STORY G BLOCKING To TOP PLATE DESIGN RW � i CONNECTORS RIEWD wl TRUSS i I 11 I EDGES w 2x BLOCKING. . - i - . .131x.3' ME- OR � TYPICAL SHEAR-WALL ASSEMBLY DETAIL i I : 1 1 j -O/C IN (2) STAGGERD - I ! UPLIFTS 1,000IIII. FOR HIGHER --_� END-NAILS 0 KING-STUD ; 7-/7-o/c 5d COOLER i SHOWN & 3'o/c INTO ALL FRAMING I I COMMON 0 ro1c. 4 ! � I i SHEAR-WALL- CONSTRUCT DRAFT RW i ! UPLIFTS USE CONNECTIONS AS "'_!� _�:__�__ -_ _ TO HEADER. 2x6 HDR. I 1 ,,'I,,- MB03ERS(STUDS.BLOCKING, AND � 1 I ROWS. I 1 - I � ". , NOT TO SCALE il 1� NAILS OR#6. 1-Y4o '� I -!-, ..i I I I : - _ t PER SPECIFICATION. i I � 11 : i If , APPLIED TO THE BOTTOM OF THE I 1 11 I ATTACH SHEATHING SHEATHING BE ON OR I �� T I I -1 1 , � _ __j I HEADER I _./C .,nt, �. "O EM STRAPS ARE i OF 11 '' d NAILS 0 3 t,jiii . TO TOP )1!is SIDE OF WALL OF BOTTOM I I 1 1 i : � 2xlO HORS. USE(9) i -IE CONTINUOUS BRACING I FASTEN , I I P - - . ! SPECIFIED ON STRUCTURAL PLAN. , -I I I , N 2x8& . G) 11 DRYWALL SCREWS. ;1 TOP PLATE TO . 51 11� SILLS) (TYIP). I 1-l't !IF THE INDICATED IOSITE i I I USE(6) NAILS, Wl(2)WW_/ . W1 Bd DOUBLE TOP >OF // 1-��NNDOW�EAD - APPUCABLE ONLY I 1 1 V BOTTOM CHORD (AND. !i OF16d I WALL " _, -1 I ! .13lx3* TOE- OR .� 202 & ENG� 1. I TRUSS BOTTOM CHORDS MAY B&; I � .1 INTERMEDIATE(NON-CORNER) i, .i i COMMON 0 ro1c. CHORD NAILER. I 11 i � . ; . PROPERLY I i �i . I : : END-NAILS 0 KING-STUD MEN VAN)OW DOESN'T ATTACH � NAILS. I (1) WOOD*TIs ROD ADJACENT TO 11 II BRACED BY EITHER METHOD - SUBSEQUENTLY. THE GYPSUM CLWC t (TYP)- -1 :: I -IN-PLACE AT 1i ; I t, �I - It . I. TO HEADER 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12) � I ;t t, PORTAL FRAME DETAIL MATCH :! . i NAILS.. STUD POST IF PORCH BEAM IS I THE CONTINUOUS Ix4 BRACING IS ATTACHED To THE BRACING I I i I . H I \ �i �� .I . ,tl TYPICAL SEE STRUCTURAL .1 It, I ATION POUR, 11 I SCALE N.T.S. -2xg& 2xl 0 SIZE & NIECTION(S). if if RATHER THAN DIRECTLY TO THE I I . i, MAY THIS DETAIL PROVIDES AN kLTERNATIVE METHOD OF ATTACHING A i (6) NAILS, , I N CONVENTIONAL LUMBER(2x& 200. TOP PLATE MAY BE NOTCHED M I (SHOWN AT RIGHT) OR THE RIGID ;I TIONAL INFORMATION, i ii I it � __--_�_____ _____-____ . 1L kidi TRUSS) THE MAXIMUM a/c SPACING I JACK STUDS PER MA * FOR ADDI SHEAR-WALL TO A HORIZt 4TAL(ROOF OR FLOOR) DIAPHRAGM VIA TRUSS-TO->CONNECTOR: I I! : HORS. USE(9)NAILS� 202 I (1)WOOD I CEILING DIAPHRAGM (SHOWN AT I I; I 4 it. CED WITH HTT22's i SEETRUSSSCHEDULE ;I . I -- , __ -_j __� ,--(1) MSTA-SERIES STRAP . 2xlZ ETC). -TIE ROD ALLOW PORCH BEAM TO BE LET IN 10 I it STRUCTURAL PLAN. HH8 CONINECTORS. ETC. � � - AN ENGINEERED TRUSS. A D MAY BE USED LLO. FRAMING THE i I I 1 &ENG. WOOD HORS. USE -------_.. 1�_�_�--___z ADJACENT M,EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4#2 SPF . 1� '-N-'OF THE BRACING IS 24'. ;I � . . DATE 3.11.2012 -1------- !I STRAP M HEADER ON 10, - SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I � ` 0 L&H JACK-STUD TO I 11 LEFT). TYPE (DTL A/STnl) i I I I I 1, DE OF I 1! t"3$k- it. � �i _10!��_--I _ PORCH BEAM IS ENG013M LUMBER -_ POST IS ADDED M,EACH SI ,, � q, SHEA ING. S t I � :i : "' AA.%a4OR1NG RCOS� PEFIL-/ INTER IATE VANDOW HEr HEADER. 2x6 HDR. USE (LSL. LVI. PSL. ETC.) I - PORCH BEAM TO SUPPORT TOP:N IN UNSHEATHED SIDE w/ 1/5 FOR A PANEL SPLICE(if needed). I'U - � "EMBEDDED STRAPS ISDESA 1: NOT APPLICABLE WHEN CONVENTIONAL I ) I i k i i � - --- 'M TH U T LL JOB NO. !� I I I 1 +1 H_ R THRA ING ED, STUDS/SHEAR WALL i Ir STRAPS, 2xB & 200 . �I GYPSUM CLN'G DIAPHRAGM METHOD CON11INUOUS WOM BRACING METHOD (1)MSTA24 PER PLY. :.�' ::\, PANEL EDGES SHALL BE BLOCKED, ,I I E . I :I DETAIL B/STI, EACH SIDE OF APPL111 BLE w/DETAC i I -1 I , ADDITION. (1) WDOD*Tie ROD SHOLILD I I � 11�, I I : HORS. USE 18' STRAPS. - � , & OCCUR WITHIN 24" OF r1F,w/ 1 FRAMING PER PLAN - � It i EACH OPENING, WITHIN 2' OF t , ,_41 -GRADE GYPSUM BOARD WHEN 011 -1 �i i IRAN (S) ONLY. SEE I ,�- I nit -- MID-HOGHT OF WALL �S !I i : JACK-ANG-STUD ASSEMBLY. 2xl 2& ENG. WOOD HORS. -,-- �-� BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR 1! - THICK (MIN.)(24/16 SPAN T ON i OPTION #4 &CONNECTION(S). I I ! , PORCH BEAM AND (1) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED' BUILDING TYPES) 7/16 ,, i i! .11 I : i FOR ,� I aF�]ON 93 A SQ.FT. DETAILS : SE 2,C STRAPS. I i i �� I, _ li)!�; '4�18)N '� 'EAD - AD i 'E' E TABLE 7AO _/ � R L i * j _�- I " � 1, , INS. . ; : I _�_ � E ATTACHED TO(1) SIDE OF EA04 INDEX) APA- OR TECOT-RATED I I I: I INTERIOR OR EXTERIOR SHEAR�WALLS RUNNING I � �� B t -WALL I I i ; I I. .. l'i�i I I ; INTERIOR SHEAR -S R INNING PARALLEL TO -JLL U I i ", '_ 1 ,-,, 1-11, "" *, 16" MIN FOR I STORY TRUSS MOVE i ""I-,- -, ,_ .-1 `1, TOP >CENTERED ON THE JOINT. i I WALL SHEATHING. BLOCK ALL I I 11 i PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR � I - I i / 24' MIW.FOR 2 STORY 'I'll ; i,1 Proied Engineer: i JV - - &KING-STUD(S (1) SPH4--6-8 CONNECTOR I - , �>��:��- -,-,--- -_ I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS . UNSUPPORTED PANEL EDGES w/ __I-,- �! � I � t i � -�� ', ,., ; ) - I; , - I r '- I 1! VERTICAL VIEB 6' M V-6". 1 ! - P CALL-OUT ON . 0 SINGLE JACK-STUD TO I I ��-�_'�>-�, "" , 2x BLOCKING. HORIZONTAL . I 11 STHD14&SHOWMN ! en OE >. USE( 11 _____------------ -------------- - i ; I 1) Lrrm :I t I P NOT TO SCALE i :: , 1/2"d$m ANCHOR BOLTS I IN PROPER ----.-------------- I : � I 1 I I I I --------.---- I TURAL PLAN PORC14 BEAM MAY BE n"HW,�� I I ES9 . I j I- __ I APPLICATION REQ`D w/STUCCO I i ! -STUDS TO I i AROUND TOP PLATE P! I ;i EXr.INISH. , 1 1 i - 1, � ! . 2 �,-, APPLICATION NTH !, I . WIN 9 F ,. :; � 4V i _= _---------------_______________ _______________________�____ -----it I I , aine,PE FOUNDATION. USE(1) I 1� =_= -_777=7� I : THE MTAL DEPTH OF IIHE I I : I- 1 (2 STHD14- EMBODIED 2-x2-z3/I6-WASHER (TYP)L i CURB WALL- I i FLOOR 4� I . i . ; I I SIZE&CONNECTION(S) HTT`16 0 TRIPLE(OR MORE) 1;1 BEAM IS >9-1/4"UNLESS 11 ! 4L . I. I I STRAPS l,r INM 3ply 2x( ) #2 SYP I J PLACE t 2x4 RIBBON BOAR SHEATHING -",ltpr . We I i INTERMEDIATE SHEAR ___1 .1 i[ .. � i : - '��7 JACK-STUDS I. , 1� p - I I I 'EMBEDMENT LINE" I I LL- SEE TABLE ,��W/7' MIN.EMBEDMENT& : M I I i ; ; 'A POLINDATION. USE PT SILL>. I , I i I FASTENERS. PER SILL > WINDOW(S) AN NOTED ON THE STRUCTURAL a ! - I! ; T' SHEET. .1 I I 1 1 ;, - ___� . , AT BASE OF I FOR FLOOR AND V . � I:FL,, � FOUNDATION. ;F - It STH014U MEN L(OnCATED M I j XREI :i :kice ! SHEAR CONNECTOR SCHEDULE ----------11 IOOR(S) SHALL 1 1 -1 if , SHEATHING ______ I I.. � I - _;__=�:=,_ �: , I t t L WALL ______ _ I ,----- ; �', �, I i AT A UJI11:11 WAL TLUM - �� ' - i ( t �I , - I I I ,: FLOOR �', I I t j - 2^12) AND BEGIN i� � '? I I I APPROPRIATE ,t I I �.�, 9 i 1 1 - I I i .1 I I - - " �i � BEAIINJ 1 I :: , , ;� ,� - NAIL POST TO PORCH .I I. "EMBEDMENT" AT BASE OF I . ;- V, TRILISS 2 I � : , ANCHOR BOLTS PER �4 1_1�1_, - I + TRUSS _7��_ L 1 L I , \ G'�Licen o.2N78 � ON S-SHEET(S). !i ATTACHED T04 ;. . INTERMEDIATE ATTACHMENT. TRUSS TOP CHORD �,rGA I : ,1� I I � � I I I ! I RAMING MEMBERS i� : 11 �� - t - i� \ 2 HEEL/END VERTICAL , � � . 11 t-1--4- 11 . DETAIL A/STI, TYP. ;I �_____'_,,_ +-,.-'--- :I CURB WALL I I !: 16, I � - OF TRUSS I I - , -, , � IN ACCORDANCE 1: � �� HEADER W/(1)ROW OF I i � 14� .1 I i: I � : :I �1 -I__ - 1 I � . !: , � __1 11 '__ 1. RECID PLACEMENT I " . 1, OTH APPLI :: i `____ -- � 1! ;! : f 1 � '--�� - AL PLAN. I . , . '. CABLE I .13lxY NAILS 0 2- O/C. - FOUNADTION PER STRUCTUR . : I I , I : .; _. SYSTEM i . OF OPTIONAL(LLO. I I I � -_ � 10d 0 6`o/c FROM CONT. ",3060 N.Ponce Cleledii Blvd. � MANUFACTURIER'S [� 11 ! _�11111111111111111111 ;, �_ ROOF - i ; . WALL FRAMING - ''I'll � INSTRUCTIONS& ft ,Il-��_- ___ 'a ! I I I / I I I I I I 1; ; i I -, �� - � � + STHDI,Vs)HTT22 � ; I - : 11 I i 2x4 TO 2x4 BLOCKING , , I I t I . I I . I , � DIRECTIONS. ,1 1 ! t 4 ,;,,�' ___:�- _� I � ` 41 w p I , " : � 4 \ � i I I I� - �_ _�_ :��_�_ . I I . S.AUguktioe,"iK nO84 . !! I i �. - - a : I, I � I I I .t . i I % 11 __� + PORTAL FRAME 12ETAIL -— -_ --- __i; I�t (W4) 1 !: \,-2x #2 SYP MP > I I - f\" - � I HORIZONTAL 2x4 SPF#2 1§24-081% 1 �i M TRADITIONAL METAL CONNECTORS . I I I t I I i K i EE I t; j. \\--(2) ROWS OF.131 NOT M SCALE i H x BLOCKING BTWN TRUSS i - IRQU PORCH BEAK SEE 11 .4 i ��! I 9 ROOF/FLCC SHEATHING _ . 7- 1 1 1 �; I� 1�1 I . I PLAN VIEW OF CORNER 3'NAILS 0 6"o/C 1: I I STRUCTURAL SHEET I I I tt W THICK (MIN. i I . � -,�.jTERI-,P.W,tLL OPEIVNI3 1,EAD,R QV SIL� !T,M. EX�",SURE a� I 1 MINIMUM SIM I I L_ ) APA- OR -JI7% i METAIL I _ I I 11 SEE STRUCTURAL PLAN. I i I TRUSS TOP CHORD - SHEET — 11 . TECD-RATED SHEATHING w/ 9 -'C', I I . �i - -------- - �, _____ "EMIN � ;i 5-/S-o/c 8d NAILING. BLOCK � I I , � � , , I! 11 ! t ! "I --- '�., "t"'M".5,�N ..'�FOR STUD SIZE/SPACING I I �� -_ I I VEV.BER �ml',YN iYALL HEIG.1 ',r,'W,EC110N-F�tl[RED i � . t REQUIREMENTS. ALL UNSUPPORTED PANEL EDGES 1. . 1. . . . -_ . ;. . 1 . E I : lu !! I ; I t I I - HEEL C END 1. I REu : - 17 I ND, it i; I I i ---- � I .. I / CONTINUOUS 2x4 SPIF#2 W1 � I . I t � � - 11 I ,i I 1 1 , I I w/2x BLOCKING. 1 1 2x CHIMNEY FRAMING I ; -,---- - _7�_�_ 41liZr� .13lx3'NAILS TO EACH t , 11 I i ti �&_X_-K_ _1� �f, - S. 51 1c, I If :. t I EAD VERTIC, .OF TRUSS . I I L_� , � -_ � It � !, STUD POST- NUMBER OF PLYS TO PORCH H ER 1i li :1 - - I "I 5 - I t; .1 . I i, �� - I ,_�,7; .1 7�� 1 .1 / (3) ; ,'3�1 5,-q" 4,- , , -, ;: I if .I STUD . i MIN. 7 6' THICK 4/16 SPAN , .,e �'/ , 'I; TRUSS VERTICAL&0 Wo/c I I __ , ;I I 'I I; TA13LE FOR SIZE SPECIES /I � ,� 1 , ... i! ! � ______) , / I - , �,11 - I i-2�!4 5'-'- -7' � ,1�i 'TDC WLS I I H t MATCH HEADER. STUD POST SIZE :; it , , � - - i I 2x SYP BLOCKING w/.13lx3 ; I . lt-: i , 1 '�4 . i" �11.f-_ -I - 'I C,'-; " -, ,)I�' A �'T�f :� i AND GRADE M MATCH WALL STUDS it / : - / I I . .131x3" NAILS M . I 8'--4 - 11 if SHEATH CHIMNEY w/5/16- &MAX a/c SPACING- � o I , , I � � I 1 2- WL� H I. : NAILS 0 5 a/c To TOP OF T 5� M INDEX) APA OR TEC RATED WALL , "' -1 :,, � ,__" t I I I i � DF I I / � I / I z I __Ir=+ ____L�' -_ ------' -- . . i DF 2 " 11 ., I ____ _ -! -1 .1 -I 1; 11 ; UNLESS NOTED OTHERWISE ON >ASSEMBLY&TO TOP I ij HARDIE w/6'/6' 8d OR USE OVERALL CHIMNEY SHEATHING ATTACH FRAMING I INTERMEDIATE BLOCKING. ADD ST1 I , r� ,�� X � . / 'I ." �, - - OF Ili's ! I / : .,� , 1 14 -T 2�:6 ,8z�" 18-" 7'-9` 7'_- 1 - ! .1 H - i . - - i, q STRUCTURAL PLAN. CONNECT PLYS ii _iv I - I I MEMBERS& � Ir __t__i�� _� i. ii � G 0 ALL , (1) MSTA18 STRAP W/(7) . -�1 :. ; .I PORCH HEADER ASSEMBLY. � 7/16' APA RATED PLYWOOD HEIGHT FOR>HEIGHT. - 1 �! / izi, , i ,�,� I .1 � 1 I it ,� " " , - � 12-4'1 1 l'-8' G'_6'I 11 , , ,,,_."�d,ll j, . :, ,� --m-jL - '' "I ... 'i I PER DETAIL D/STI. UNSUPPORTED P EDGES I � L - I . T l I w/6--12- a/c. 8d 2-ply 23es AT CORNERS. ;9 I I I 1 Iua/END 0 EA. SPUCE (CONT. . I " � I � i a 2_�X6 i � A i I - I i EXTERIOR _/ 1 I - NAILING PER CAL LE ON 1. I / � I 11 2x4 MAYBE OMITTED IF(1) I �1 I . I � , .1 , I ____ 1_� I - I! 1 1 /I " " " , I I 11 . / � �/ / / / � t I , �, 4� ,/ , A— I NAt -OPE4114C HEADER C,Rsu-,2 1w.-, 7�:,=)-, C IR WALL-OPENING HEADER"' I MPH.,Exi`CtSURS D� - I I IF THE HOUSE IS TIED DOWN USING i DETAIL F/STI OR OUTON , , ---,---- -". , . MSTA18 IS USED FROM f 4 1 1 EXTFI`IL DP SILL 12L 11 � if . a 1 N� � . 0 EXTIP,OR LL - �_-� - -.------ _____ i -, I I CONVENTIONAL STRAPPING, REFER TO THE 1 j f� TOP AEyj STRUCTURAL . .-1--, -TO BLOCK ACROSS EA, I __ ______ I � MAXIMUM SPAN�(,P�E?,It�N MA�Wfilt[SPAN/0PENING FOR I i I ; � � -(1) M7312 OR (1) MSTA18 -1 I I i. I :: !I 2X4 02 SYP BLOCKING BETWEEN - STRAP FOR A SQUARE 14, li 11 . � I WA4L, MEMBER :- I STRUCTURAL 94MT AND DETAIL N/STI FOR TRUSS) I � MEMBEI L I_i,G,?FOR -,Ji4,NK,T,q%i RE-QU ED nit,FN WALL HEIGHT CCNNF�,.7t1Cf4 REQ�RED .I - I: PORCH BEAM CONNECTION DETAILS. t 1 !It TRUSSES BELOW CHIMNEY WALLS : ! i if I i I CAVEN . �, AT END�, I I --�:,_� I I I � PEO" -_ .AT FNDS 'F��`_'F, . '11 11 � � it � il CHIMNEY& (2) HTS2O`S OR TRUSS-TOf>CONNECTOR: t !I 11 I I'll 11,�11_ I Nr, z, D- wil I ,,, 1 To' 12' t I t I 11 w/(4) .131x3" TOE/END NAILS I i I i it", 1 9 I 10' - I . __ 1: I it I. IN LIEU OF VK= PANEL SHEATHING, COUNG MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING COLIAL OR (2) MSTA24-S FOR A SEE TRUSSF;CHEDULE FOR I! 11 11 DOUBLE TOP >OF WALL I .__ . ,; --,�: 1 1 AT EACH END OF BLOCKING TO --,, RECTANGLE CHIMNEY 0 EA . . ii . ; 1-2XII 5_10 1. I- . 3-[Z!" 11-1 i N-4" S-O" 1 _-3' -0.1'il Y 3"T0,E NAILS . ji I i BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. I I TOP CHORD OF TRUSS DR RAFIOR. CORNER OF CHIMNEY TO TYNE (DTL A/ST1) I it 1 1 I 4 8' 4'-1'1 3'-� _� -_',,it,S'TOE N ILS i_2K41 �" I 3, a" I It 1; I . I I I t _ ---.--- - ---- . � _______ . 1: - : -__ - . I , _/i� 11 1. M. 7 - , � ;i 1. - it __ ; I : I -,---_ � _-1 , k - � 1� I�i CHIMNEYS. USE 2x8 (I.L.O. 2x4) �; - I TOE N ILS __ 6'--2" 1 5;-4�' � I i I I 1 AT CORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD SH R � '! if -2X4 7'-1 F,'-F3'; I,'-2'1 5'--7 ! �, �131 ,, r ,__1E N.S __� , -0" 4'-6'* 1 4'-2' ,,-_` I 1 $tLi F'..L i. I - I I OPTION H ____ �__ _��_ - - I ___ �__ � ; I . . � , i. ,� , it EA WALL .-�F, � = e,-2, -,;'--e' , - 0 11 3 I ,:3 TO . L ; - OR 2x4 BLOCKING BELOW. FRA STRU RAL PLAN. _# - " INSTALL WALL SHEATHING PANELS I �T - X6 t 4-13' 1 4'-' --�`"31 _ 1 1 1 - I t I ____ - _= 1; I � - - - - I all(8)NIAILS/END (I.L.O. (4) INTERIOR OR EXTERIOR SHEAR�WALLS RUNNING WITH LONG Axis(a' LENGTH) , - ''_4,; 6-1 11 i 5 : �� ,'3' X 3 - - -I 1, 1 I I "\� I - MING SEE!TUDS . -5 t , t�__ __ , I I ------------ - ---- ,�, :t I. I I ,Lf 71 I ., �� 'r - It �` ,I ;; _= � I - - _," � i's I ,�_,XE, - -, .1 41___:�_____N __ I: -a/c-TRUSS ! -2,,,6 ?. 1 0,-t , 9'-6 1 .-61:: _47--,-, All!t'�N�'8,111 4 NA; 1! � 37 i 7, I''p-I --I ,8�,I 4" � , 6'-2" - I , i I I - 10 NAILS). I : i . i %& I I i I 0 - ti PERPENDICULAR M TRUSSES ABOVE HORIZONTAL AT 24 i: I ! ; END-VERTICALS-OR- BLOM INI 2x - .. I I f=�_ I,_ It 11 ill, - - , H - , , i , I I I I I , o' - I , 6 It , , I I - I ' ' IF ' B P S E C,M- , P IN , � I I I I I - M - I i I i M, I' To i", I PE 1 EN I I I 1 �16 i ; r I I 1 I I . N I -.1 ! i I , � , � i !I r�. 1 U2 , 1 /2 1 T 4 1 tE I \�! I i i 1 S� I I II// I I I I " A' ,_I I' I ; i H 4 AN T'j I �"\\N"1111'1,' /�i�`— - LA DE _I LAP I 0 _ TO _ TI __ __ Ti , , �� "" Y17 T� -K_ ' " _�-�A )D -� � _ ,_, I - OVED i Vol - 11�� , _ i I I i 11 ! ; li�1��L I 'i I I I � � IL I 11 's I I I II- -W I I 11 " I I t 3 � , I �1�7�T , , , I I I If t , I , � , " � I i-li- " I i I l� I[ I� I; i � I I � r----- SIDE MEW 1. : i I It TRUSS TOP 04ORD OR RAFfff . __=I ! � G FRAMING DETAIL - U.N.O. PORCH BEAM TO STUD WALL DETAIL 11 CHIMNEY FRAMING DETAIL i FRAMING TO PROVIDE MAX lVo/c TYP ,-AL OPE AING DETAIL ;t SHEAR-WALL BRACING DETAILS : i i I 1 1 (Typ) ,. SUPPORTS FOR SHEATHING. - NOT ) SCALE I NOT 70 SCALE I NOT TO SCALE I 1 NOT M SCALE it - � � @ @ ;I NOT70 SCALE G @ It @ � � I 1i 1! 11 � it � � It i - I i i � I I __ - ! . ! : i — - � I I I � S ST1 FOR VERTICAL WALL CONNECTION. EE THIS DOCUMENT, ALONG NTH #5 HORIZONTAL. if ASSOCIATED DOCUMENTS, IS AN 4" CONC SLAB W1 6X6X10/1O WWF OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION. CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE EXCLUSIVE USE #5 DOWELS 0 CORNERS & 24-o/c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. 4- CONC SLAB W/ 6X6X10/1O WWF MAY UL USLD OVER 6 MIL VAPOR BARRIER OVER 1i I-------------- THEREAFTER - BEND #5 HORIZ. 6* FROM END it INFORMATION DERIVED FROM THIS AS BRICK LEDGE i 1 48" MIN. OF VERTICALS. i; CLEAN, !!4LL COMPACTED, TREATED FILL ALL DOWELS 0 TOP & BOTTOM, (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED SLOPEGRADE DOCUMENTS, MAY NOT BE USED < EMBED MINIMUM 6" INTO FOOTING #5 HORIZ. 6" j. 0 CORNERS & INDItATED o/c SPACING I >_ >_ SLOPE (1) #4 REBAR CONT. 0 HEADER COURSE FOR OTHER WORK(S) OR /48" INTO SLAB (GROUT ALL CELLS 72" FROM END OF DIMENSIONS A- CK THEREAFTER - BE4D ALL DOWELS 0 TOP & Ril 10 cqL DE MIN. DISTANCE� 0 1_�_ Iii—Ii SOLID) BOTTOM, EMBED MIhIMUM 6" INTO FOOTING e-- MIN. PROJECT(S) WITHOUT THE ERTICALS. 4- FOR' V L 1 S1 DIMENSIONS EXPRESS WRITTEN PERMISSION OF #5 VERTICALS 72" INTO SLA13 (jGROUT ALL CELLS SOLID) 6- 11 1 IMIN. DISTANCES I THE PROJECT ENGINEER IDENTIFIED 0/ 0 24 BELOW. SAND FILL 6 it r. z I I I #5 R-DIT 6 o,/r ';PA('IN(' REV DESCRIPT10N EMBEDDED STRAPS CLEAN COMPACTED 2 STORY C I (TYP. HORIZONTAL W/O BRICK MUST BE INSTALLED wl it _+ 1;i F_1171 (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 TO 12 COURtES: 24"o/c REINFORCEMENT): (2) 6 ISLOPE OF ADDITIONAL PIECE OF #4 il I!i , i i LEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16-0/c 1 !--- CORNER If S 48"0/c THEREAFTER BEND ALL I W1.7(MW11) LONGITUDINAL IGRADE !C REBAR PER SIMPSON 3 W BRICK DOWELS 0 TOP & BOTTOM, EMBED MINIMUM 6- 1 13-1/2 < 15 COURSES: 8"o/c i O/C. (TYP.) INSTRUCTIONS. WIRES SPACED 0 16 2 INTO FOOTING /12- INTO SLAB (GROUT ALL i PROVIDE HORIZONTAL 8" CMU j FIJ ALL CELLS SOLID. MAX. STEMWALL HEIGHT: (5) ELLS SOLID) REINFORCEMENT WITHIN 16" 1 STORY FOOTING S1ZE it ij 3 1 STORY FOOTING SIZE w/ 3,000psi GROUT. L ADD CLEAN IN- __MPACT WDE W/ (2)#4 OR (2)#5 CONT. �' 8* COURSES. FOR WALLS > W/O BRICK 12 OF TOP AND BOTTOM OF F11 I A 11 W/O BRICK 16"xlO" W1 �2)1#5 CONT. OR (2) P W/ BRICK 20- WDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 1 MASONRY STEM WALL. 1 (5) 8" COURSES HIGH USE W/ BRICK 20"x1O" W/ 2)#5 CONT. OR (3) # IN 12" (MAX.) LIFTS. 2 STOR if LAP ALL REINFIDRCEMENT MINIMUM 40 ;;! DETAIL 1A/ST2 OR 18/ST2 2 STORY W/O BRICK 16- WDE W/ (2)#5 CONT, OR (3) #4 if DEPENDING ON WALL HEIGHT. W/O BRICK 20-00" W/ �2j#5 09NT. OR �3 8" CMUj GROUT ALL CELLS DIAMETERS AT ALL JOINTS. If W/ BRICK 24- NDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #4 # I .. 1 11 #5 HORIZ. NEAR MID-HEIGHT. W/ BRICK 24*xlO* W/ 3#5 CONT. OR 4� 0, SOLID. MAX. (10) COURSES. f I i ; 1" ACTIL 0 TYPICAL FOUNDATION DETAIL TYPICAL FOUNDA'nON DETAIL 11 -i I - I I — 1 (TYP. HORIZONTAL ADD CLEAN FILL AND COMPACT #5 HORIZ. 0 EACH NOT TO SCALE NOT TO SCALE "ORCEMEYT): (2) KUM IN 12- (MAX.) LIFTS. i-4th COURSE W1.7(MW11) LqNGITUDINAL Group 1 7-- 1 ANDARD FOOTING SEE DETAIL BELOW WIRES SPACE6 0 16" O/C. EMBEDDED PROVIDE HOR0!ONTAL I I Designers SEE ST1 FOR VERTICAL WALL CONNECTION. REINFORCEMEIT WITHIN 16" OF STRAPS MUST BE TOP AND BOTIIOM OF INSTALLED w/ Engineers MAX. 2 COURSES 12"d. X 24" 1/ 5 1/2- WIDE CONIC. SILL TOP AT MAIN MASONRY ST* WALL If 2,500psi CONC. 655o Rooseveh Blvd. ADD11IONAL PIECE i — 717 ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL SLAB LEVEL. TOP-TO-GARAGE FLOOR I !--I ! I I —FOO11NG W/ (3) #5 REBAR EXCEPT- OF #4 REBAR PER WALL CONNECTION. VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING J-Cks0-i11eFL344 -:�-STOR �211 A Y NTH BRICK, USE 12"d SIMPSON CONT. IN SOLID GROUTED (904)772-61- WIDTH BY MORE THAN 2" REQ ADDITIONAL X�M"W. W/ (4) #5, INSTRUCTIONS. U-BLOCK COURSE _jf 11 1--!! it FL CaA No.29015 ANALYSIS) TYPICAL SLAB if 4" CONC SLAB W/ 6x6x1O/1O WWF i if OVER 6 MIL VAPOR BARRIER OVER Z 0 TYP. VERT. CLEAN, L COMPACTED, TREATED FILL U)bi REINF. 1 STOR F001ING SIZE SLOPE W/O BRICK 16'xlO' W/ (2#4 CONT. zwv) Uj M a- GRADE W/ BRICK 2C #4 OR (2)#5 CONT. < ICAL FooTTING SEE 1/ST2 FOR 2 STORY w jr if CI FAN COMPACTED SIZE/REINFORCEMENT W/O BRICK 20'x1O: W/(3)#4 OR (2)#5 CONT. W/ BRICK 24"x1O W/(4)#4 OR (3)#5 CONT, V) SAND FILL T iA If H co if TYPICAL FOUNDATION 10<15 COURSES STEM WALL FOUNDATION if 11 it I FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IMENSIONS ARE SW or SP SOILS to 30# PSF LATERAL LOAD IN. DISTANCES 6<10 COURSES STEM WALL FOUNDA"nON FOR STEM WALLS NTH 610 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE NOT M SCALE F if if OVERLAP SLAB RECESS SLAB 3/4- FOR 4- CONC SLAB W/ 6X6X10/1O WWF i _J SLOPE 3/4" X 12" ii 1! 1 1/2- OVER 6 MIL VAPOR BARRIER OVER THRESHOLD AT GARA if i EXP. JOINT GE DOOR CLEAN, WELL COMPACTED, TERMITE DEPTH = STUD + 1 1/4" (FROM 4- CONC SLAB W/ 6X6X10/1O WWF 1 1/2" 1 OVER 6 MIL VAPOR BARRIER OV TREATED FILL OUTSIDE FACE OF BLOCK) ER -7 CLEAN, WELL COMPACTED, TERMITE RECE S SLAB 3/4- FOR SGD I 4" CONC SLAB W/ 6X6X10/1O WWF TREATED FILL OVER 6 MIL VAPOR BARRIER OVER if 4- CONIC SLAB W/ 6X6X10/1O WWT CLEAN, WELL COMPACTED, TREATEP FILL OVER 6 MIL VAPOR BARRIER OVER TYP. SLAB CLEAN, WELL COMPACTED, TREATED FILL —SAW CUT IN 15'05' GRID, 1" DEEP WHILE CONCRETE f IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I fill CAL FOOTING - SEE 1/ST2 FOR MIL VAPOR BARRIER 60 Cn if SIZ 77� CLEAN COMPACTED E/REINFORCEMENT 1 SAND FILL 1! 77F_ .. iii� H h7l 71-- (2)#4 CONT. 1 #4 UOIN I._ 12 i - 1 ,_ I i __1 I I i if TYPICAL FOUNDATION 16 LIIj il Im 111[ 1111 20 ED TU SLOP RNED DQ DGE 12 STOR ,f Ad- OL jol Yi FOUNDATION AT S.G.D. FOUNDAT16N AT S.G.D. 4 NT—FOR CRACK CONTROL "L "I l- SCALE INTERIOR LOAD BEARING NOT TO SCALE NOT TO SCALE NOT TO SCALE it HOLD HDR. BLK. 4- CONC SLAB W/ 6X6X10/1O WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER if 1 1/2- CLEAN, WELL COMPACTED, TREATED FLL 14" CONIC SLAB W/ 6X6X1O 10 WWF �OVER 6 MIL VAPOR BARRI?R OVER —TYP. SLAB -f:4 'CLEAN, WELL COMPACTED, 'REATED FILL 1-1/2" VARIES .......... if 4" CONIC SLAB W/ 6X6X10/1O WWF Ilk OVER 6 MIL VAPOR BARRIER OVER I it CLEAN, W�LL COMPACTED, TREATED FILL 111--6 MIL VAPOR BARRIER Hit if —!!it fill H H— lill I� 1- i I " !!I ,, - i , T Wi D 5' _17- )#4 CO N I if lit— if if FORCEMENT (2)#4 CONT. SIZE/REIN TYPICAL FOOTING SEE 1/ST2 i� TYPICAL FOUNDAT10N 1 STORY), t _j 20" if TURNED DOWN EDGE LOAD BE,6RING STEP DOWN FOUNDATION AT DOOR SILL FOUNDATTnOIN AT DOOR SILL NOT TO SCALE NOT TO SCALE D NOT TO SCALE NOT 'TO SCALE 0 Lj_ HEADER BLOCK OR W FORMED & CAST @ STEP 4" CONIC SLAB W/: 6X6X10/1O WWF 0 DOWN OVER 6 MIL VAPOR BARRIER OVER (1)#5 x 2'-0" OVER ry CLEAN, WELL COMPACTED, TERMITE 8"x8" CHASE IN VARIES T TREATED FILL — 0 CONIC. BLOCK STEM �z WALL it ---------- I I' ll i I i—I I I - TYP. SLOPE SLAB LLJ IH VARIES ----------- GROUT SOLID GRADE AROUND PIPE GROUT SOLID DESIGN RW T-H L AN COMPACTED If AROUND PIPE kL F001ING SAND FILL -SLAB---- SEE 1/ST2 if DRAFT RW 11 111 --------- 1 j___jHICKNESS FOR SIZE/ 8" MIN. - DEEPEN III REINFORCEMENT CHECKED LAP li -- I . SEE 1/ST2 FOOTING 0 CHASE TYPICAL FOUNDATION ICAL FOOTING jil FOR SIZE/REINFORCEMENT W_ 1 LOCATION AS REQ'D TO PROVIDE PROPER SCALE N.T.S. FOOTING DEPTH. I IAKI-I r%An BEARING STEP D DATE 3.11.2012 NOT TO SCALE JOB NO. STANDARD (MAY 11�11E USED AS SUNKEN SITTIOVM� OETAIIL) FOUNDATION UTILITY CHASE FOUNDATION wz u-nuTy CHASE LOAD BEARING STEP DOWN SQ.FT. DETAILS l; NOT TO SCALE NOT TO SCALE NOT TO SCALE G —--- ----- P Erigineer: STANDARD FOUNDA-nON DETAILS MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDA'nON DETAILS .4j-a n ainelfl�E -&I, ife eer F OA"n THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE ation NOte: Wood vertical construction shown atop foundation details for CIG ity. WO od, cmu, icf or other structural vertical construction Lice. STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. -1 LiCen 0 C Lice 2 8 TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL EPDXIED ATR EXPANSION j T7_ FOUNDATION DETAIL, CAST INTOPAD HOLD-DOWN PER TOP OF SLAB JOINT TOP OF POOL -3000 Ill FoRm 11�6 Le I on Blvd. V STRUCTURAL PLANS r DECKING TYPICAL FOUNDATION G OR EPDXIED W/ MIN. 6- A ' AugulififIl FIL 32084 11 1 1 1 FOOTIN (1 1 #5 VERT 0 EACH lvl I SI )E OF STEM WALL EMBEDMENT, CENTER ;4" IN PAD (904)894-0806 SLOPE & HI IGHT CHANGE HORIZONTAL #5'S FTN'G. PADS 36"x3 L�qGER: TYPICAL FOUNDATION 16--20- if O/C. z GRADE --------- USE (3) #5 DOWELS. 0 16 SHEET r TYPICAL FOUNDATION "x POOL TO CONT. CO SEE DETAIL if REBAR MPACTED SLOPE BE MADE SLOPE DESIGNED f 77 A F- lit CAL BY OTHERS. OOT;i GR DE #4 VERT1 LLAN COMPACTED if li SLOPE CONT. REBAR iL : . , 1. �, 1" 1,,"" ", _, �%I L 1 ISAN-0 REBAR PER GRADE _j _j I ITLY 1 1 ST2 I THUAL _j FOUNDATION ,.SEE STRUCTURAL ------------t------- ED a_ of En . I I : 0 M m CONT. DETAIL PLANS FOR PAD REBAR < 4 FOOTING SIZE, C3 < ------ 45j It; U. ...... PLANS FOR PAD LOCATION & SEE STRUCTURAL 0 T_ _j PAD BASE REBAR SPEC'S. 0 of z SEE STRUCTURAL FOOTING SIZE, m_ i? PER STRUCTURAL PLAN N C A, PLANS FOR SIZE, LOCATION & X \_I-)RIZONTAL REBAR IT, ta FIL F N ST2 SECTION VIEW LOCATION & REBAR SPEC'S. PAD BASE < 1:!� STEM WALL WZ 45- CORNER DETAIL FACE MEW SEC11ON VIEW CL 452�\" .7 MIN. PADBASE REBAR SPEC'S. PER STRUCTURAL PLAN NOT M SCALE PER STRUCTURAL PLAN CLEAN COMPACTED SEE STRUCTURAL PLANS FOR SIZE, //48— M71 PAD FOOTING FOR MONO SLAB SAND FILL LOCATION & STEM WALL HEI HT CHAN,,, PAU FOOTING FOR STEM WALL FOUNDATI NOT 70 SCALE NOT M SCALE NOT TO SCALE PER STRUCTURALPLAN REBAR SPEC'S. NOT 70 SCALE FACE MEW