The URL can be used to link to this page

1660 Sea Oats Dr 2013 Addition Plans 41 .... .......... V 2M Ff-M. Ciro LOT 11 BILOCK 1. fa IV. .2 �Nj gem 0 A QN . r., -= . -4 . foy , R ZP J�l yl PP. Ag fe. \N -,04. SCIN .41 -V Pic- 6; Ph, P. ;0. R. or �p M J- 4il ar4a w 0 WP Ao 20. MCA..' 81 iv �Ak) -wo LOT -13 .4 nit aft. I RIM c ON3 1Q, F913 61 .71 ,z;j4L ism 4 7 % If V11- ZL 1,31 ftc AI Vt. 101 6: m PI A .5meolp.0 �Jd ImOvi. 19 i`7 XZ kk�- . 11 9 . I Mi An lt6- I JJ 4"b -03 mo jj� id I A. ca - I.. I%CE ...... It Ab CK jV ff 0i ol;', -11 P4. hT� :2: 13 01 'IS WWI e wa r. PV Y WAV :41 4 44 S3 101 A NOR, 4j W awl 'm VA"s On in Air 4 4 Chi 04 .03 4 owl IV CIL x0ole it 101 ffi.! t ra 103 M ic Oil A, Ht' sm 1j.h� 9=1211 I tt I pop u rl ow L, �b I V F F—Y 16TI 0 0 of 0 0 A, A (j06 IN V#Y W4,4r4 rol A A4.vovl op op o 0, w o 00 L'A ov�p 6tj A 00 tj 004 1oj1rjwpj 40 vll I p rag I o t4 Fx i T1.v C,R 0 A 0 0. VW14AP wwo4opi -AWAIAC F-PO-A e4elOT711J4 H I Olt 41*p I ro -ro 0/0 rw *W21 74 p rol I f-,rrep Of., opoo, P��-'41 0 m PrIOT104 FovuP&T-1 o 'Poop 0;In,PA, ti *a mI Polo it C1 C4 J%f IL o IN 0 0 IL 0) 00 IN f- x ;Poo �R i 1 ................... PAPP 0 1,44.4 Ito �Aii Al 1/0 it L I, 44 Yf/,o E!4E I Ok Nil JQ NO-00 te! @ V N Wl:4(11/1* y 1/0 Ali .............. ...... ....... ot— HAM 41 -Te 07,1. ......... "TA ............. .............. U N ............ CL 1.4 ht .. ............ ov E -fa, 0 O'l or �Tk 0 0 3 it ........... r�j 411 .......... 1.11 7ft �ih f P Ix f i loop 64 0 11 Ai, Ail 4OF ,1z oe: cm �Ji ..........*%'.' .... --------- .................... ............. L OP Iz m .......... ................ ............... f.t., ........ f"=......... oo , I& Ltd 44 .................. ..................... ............. ........... ........... .............. ........... ...... .......... IN ............. .......... ............. ............... ................... ................ ............ ............... t ......... _77— :77-1-7 ------- ............ .......... .......... —... ........ ............... ..................... ................................. ............ ........... .............. ............... .......... ............... ........... ............ ... ....... ................ .......... ........ ...... ................ .......... MO ........................... ----------- ................ ...................... ------- �7 - f [Al J glu eolox 1/0 Ap Y,�/,o AL (',!F) Vmy OF ti ik x41;0 Ox y 0 0 .100 IL 0 0 11 noIL VA oriumcr- opor- OF i.r1i, ............... ............ ........... ............... ............ ................ ......... ........... ................... .......- .......... ...... 6105 6'JOP-n) E�Xv'*Tlof4 90- i'j > u IL 0 N- to. x t� 0 v JAI r6)4 dn I � I I . I � I I � , I I i� 1� I - � , ! , I I I "'ll" Jlr� � .: I1�, : I I , 4-1 I -, ,_1� I � ; I i f I i I � i I . I i i I i � I I ; I � i ..P- I I I �� i ' � I - i , I GENERAL NOTES: SPECIFICATIONS: (continued) � d.T'.Ndiocu=ian=o'sociatid 1 1 s i � ser=a4d a d..=. i i � I .f,e thegl,yaical and i lectual i ! . EZ p Th. il Pr,o.up,Inc a i 1�1 Flori a-licensed egin 0 a�la � rij. I � � ! i � 1. All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client andeachmaterial.and/or OTHER FRAMING .� ing'rm rev the I , � ; pr=Tneeridenti Zearen. A ocable I I CODES & DESIGN STANDARDS: DESIGN LOADS: " 11�_ rso as been granted to the user e(the ! � ; service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/ormaterials shall only be A entity identified bel- to us the l ,�� /11�I--- 1�� associated documents one tirne M to ,11 � ,,,-,,,,'e,-," / I at I � z , / ,, - __, "Z I�,",�,",,�I I ,/'-,Z-,,"; -,I , ,,� - , -,� , of service depicted in this and ��/ _/ ��, ��-� � .9 �1,//��,��,"","',, 1, I I I �,�'' , " Wl._�L/ construct1hebuildin ,%an.m.. rur;;e�r I i - t furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a 1. All structural(dimensional/solid-sawn)framing membeTs,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 191/o moisture content. 1� - , � Florida Building Code-Residential 20 1 0 ROOFS � :�_ -� �1_111'�,, ,, 1-, , /", ,led h.'e,r 1- �,, . ,and.ny I I thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. I -1� I .- /�,I �, deta y.the=0 I ; 2. All engineered wood beams shall be Trus Joist/1-LeveL"Weyerhaeuser brand Microllam L VL 1.9E,or equivalent,except as noted otherwise,and shall be installed in Florida Building Code 20 1 0(as applicable) LIVE LOAD 20#/sf � -,� 1�I 1 �/'_ ! 1 1 � I � identified below. Re-use,use � _.�.�, 'I'll I 1, ,I I, � other that the one described herein andfor I i 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications,instructions and directions. DEAD LOAD/SHINGLES 7#/sf � /1' I I/, copying,duplication I , "/:", or modification of a Ing"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 ASCE 7-10 �� -1,, ZONE"I" ,,,,,�$ ,,/ �,�"/� �W I I ,r feddesilgin or element herein is a violabon I i and 1610 of the Florida Building Code,and/or Sections R301.1 (excludi DEAD LOAD/TILE 20#/sf �" x � �'>,� X -I era ntellectual coL ight laws andfor state - , � , . yr " I I/ / / admin stractive code ard of Engineers rules, I along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing thenecessary analysis, 3. All engineered wood posts or columns shall be Trus Joi.st/1-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallain PSL 1.8E solid members,as specified,or NDS-05 DURATIONFACTOR 1.25 , , ��'I i '1�1 '/,� , " � , I I, �_�� I�, , I Ac.and is punishabe by fine,imprisonment ,�,, �1, . I I " ( , � -I I 11 I/�', ' � - _, ,-- ,_� revocation of license for cause,aw person or , �,,�_,'," ,,�I 1". -I I� I ,,��,�, ,�-�"�1� � / ,� "'/' ,,,, , , �` ", , � i I drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form TPI 1-07 FLOORS � M"" ,� W 'r-- , Z ,", �_ "� and/or ficenselauthorization revocation. Upon I , ,, I , _ - '�,, ,,,/ 2�,,� ,,/,-, �, /" I '�' - entity in possession of an or in I , ,,� - 1� / ,/ �r','/ ''I a cffV I � aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the the specified dimensions;they must be solid,one-piece members. Post or col_u�ins specified within these construction documents as dimensional/solid-sawnmembers- ACI 318-05 LIVE LOAD 40#/sf � Z'�""// ��/, �I� �_ , I /"',�,1,,-/ ,1, ."111 ��, igh.11 rl 11 � i 0 . ', --- . . . /'�� version of the document(s). F. "",�, - � I�I �,/ 1",/��I- , " ZONE"I" ;�-, I ,/. �,"-"//, ,// � , versions to The Castillo Group,Inc. , ,,,�_//,;,�/,;,/,- , , � �1,� //,� ! I � engineees scope of work specifically excludes engineering functions delegated to others[i.e. roof and/or floor truss design,engineered wood products design(except EWP 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 WFCM-01 DEAD LOAD 12#/sf(Including Cln'g Below) � ,� ,,/,- " � . ,/�x,�r�/" ,/��,- // � immediately and cease any and all I 0 / � -", " /, I - 11, "- and/or M ,� ", ,�� , ��',�,, , - ,, on use associated vft specified herein),etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, documentation required by the engineer. DURATION FACTOR 1.00 �,,:� � ./, ,/ , , constructi I ; � -,/ - / � �, � I , - docurnent(s).Use of this docurnent I I DESIGN CRITERIA: 0 - ,,, /', i the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety-moisture CEILINGS/ATTICS 1�" N �, I , �, �;,� ; I ,//z , 0"' �1,� r/�/ �"" acknowledges agreement tothe I � , � , _�� /�1/., "I,� �'�/ I , ,/ � , aforementioned term and conditions. � ! protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO")- fire-resistance- energy efficiency,etc. The engineer fartherw 4. All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) � ,�/;,:: �, , :��_,z, e : : arrants that the "/11-11, ZONE , - �/ , � I structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) ,/��_ _ ,�_�� , " - " �0, 1/', ./" - , .1. < / I I-,"� 1�'�, , ,, 5 �_��/ I /�", 11 or screws. ,r, , ', � "�_ �, , -,/-, I/, "', DESIGN MEB I B . � - I e,," 11 1�-,, ,'' no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documentsthat address ASIC WIND SPEED 130 mph(3 see, gust) DEAD LOAD 5#1sf ,.-�," �,�,,,,�//" , -, ,,,,,,,`,��, I �_ I , /' _/,-, , ,/� � ,�;,� I I 1;,,/, � elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope ofwork and shall be EXPSOUIRE CATEGORY C WIND � 'Z� I 1,:�, ,� �� 11 , �, I I�,", �1' 1"�, �-' responsibility of the appropriate entity -i.e. owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as 5. All engineered components,including roof trusses,floor trusses,I-joist,etc_shall be installed in accordance with the manufacturer's specifications,instructions and BUILDING CATEGORY 11 LOADING PER TABLES � 11 �, I ,X"', 1 ." - DRAFT MEB I __ � , I,- " ,I/ I "-- ," 1, - appropriate for the intended purpose. directions. INTERNAL PRESSURE Coef +0.18/-0.18 DURATION FACTOR 1.60 . I, , ,,,,, ,/��,�- - -I I I " /I ,/ ," ZONE i SIESMIC N/A " I/ Zl`l. � 1, CHECKED LAP : I , �'-1,/ /�� i � 1�1 ; :I " �-,'� /- i i 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects 6. All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). ! ,/ / -_1 i i I I '� 1.I�,, SCALE N/A � � thereof. It is the responsibility of others-i.e. owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum 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 I , ,�%<�, -__,",'� I - - ;�',�,/"_'11��,�','��1'1,, , _`��"X'/,�,�' � � appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation lessthan blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. _T_I EZ I GABLE� , ZONE"3"-CORNER DATE 11.15.2013 1 . .. I . . Use of"ply clips"or similar edge support is required at wisupported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" ZONE(S),TYPICAL � I the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved or similar edge support is recommende _r� JOB NO. 13-266 � by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a floodzone d at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall I � "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16"thick. Floor sheathing shall not 6�_`Icss than 23/32"thick,with all panel edges supported(tongue&grove orblocked). Some � I � 4. The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced design loads require thicker panels;see Isheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. ROOF PLANNIEW F-] zoNF,,,I--INTERIOR ZONE(S) SQ.FT. - � . - REV DESCRIPTION herein)as interpreted and enforced by local authorities having*urisdiction and,further,the engi 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(�.Uawood.org)recommends the use of either 15/32"thick,32/16 span-rated F7-_"-1 ZONE-2--END/EDGE ZONE(S) i J meer is not aware of any errors or omissions contained within the design(s) I or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,sho d sheathing(Exposure 1,PSI/PS2)or 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed w-iff a-vertical orientation Oong axis "ET' DRYIENSION L�j ul any portion of these engineering I - � I - documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information). The discretion to enforce the aforementioned recommendation is atthe sole ZONE-3--CORNER ZONF(S) I � , the client discretion of the local Building Official.Do NOT use she. ** 5'-211 ** E I I I � -unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer athing that does not conform to the aforementioned recommendation unless you have FIRST verified the - -_ . - 2 - I I � i for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction orupdate to the suitaFffli�of the nonconforming materials with the Building Official havmigjuiisdiction over the project. Failure to do so may result in the need to significantly enhance I ; engineering documents or addendum thereto. the construction of the exterior walls. I 1 3 F � � 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may notbe usedto 8. Metal connectors shall be Simpson brand hardware,as Specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and 4 I- I ! � execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. directions. Alternates to the specified Simpson connectom may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) , . � specified and have appropriate product approval and installation instructions and directions. I 7---771�, r��7/1 I� The I , � 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. �, I/ % 1� I , . 11 CASTILLO I N �, FOUNDATIONS,CONCRETE&MASONRY 11 ,/ - 1 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconflict ispresent. � - Group ' A FI.dd.C-p..tk. ..- 1 8.Any discrepancies between these engineering 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 soil design '�_� -1'_.`� I , . ,,, - engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein -- 1. I ' . I ! ; construction,construction should cease until such time as the discrepancies have been resolved. is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recopiZedthatthe 1_11�1`1�1,-1/� D e s i g n e r s '.., '-:-."��' I 11 I i I � foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of , E n g i n e e r s -_`1 I I I / - . 1 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations 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 . �, 655o Roosevelt Blvd. -�_7 I paftiti '/ _ 11 I - I i and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information ons above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future I � , Jacksonville,FL 32244 _� I /, 1�11__. or for claims arising from the use thereof. performance. I I� (904)772-61- - - � � I / FL CoA No.29015 � /", I I . : 2. The foundation design(s)depicted within these engineefing documents has/have been prepared based on a relatively flat,well drained building site featuring 1,� 7-"'_/,� %', "I I I 0.Unless specifically depicted within these engineering docurnents,the engineer has not been made aware of nor accounted for other components,elements or systems I , : ", ;,, �,� I � that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sfperfoot ofdepth I -1 , ; / I< � C/� � � � , with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and 1\1_'11':, �� ,-,-,-,� .�� z � I 1. These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notesprovided herein. Wall the engineer shall be promptly notified of the conditions arid no further construction shall occur until the engineer has provided additional direction. � I : framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 0 I I ! i drawings. 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 I � system above or otherwise properly braced or shored to prevent damage to the wall. F-lli I I � 12. These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc. of headers,beams,columns,posts, - 10_lllllll11 I � studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#1sf soil bearing capacity. I �� I i � associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified heremmay be exceeded orenhanced, In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. - Z I I i I i within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated FLOOR PLAN/VWW 0 . I 11 11 I 1 1 i I � 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understoodbefore using column or wall,unless indicated otherwise. U i � the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before ZONE-4"-INTERIOR ZONF(S) 6� I I I ' � i proceeding with intended use. 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 those steps,jogs and elevation TZ" DINMNSION.- F1 , �� C/) � I I i I changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these itemsmay change F,77-1 ZONE'5"-END/MGE ZONE(S) Z I ,I � . I I 1 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirementsofthe authoritieshavmig during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require ** 51-211 ," LJ Q? i � I � � t I i I jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible forthemearis and additional analysis and effort should field revisions merit. 0 1 1 , � � methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and � U ill� i � 1 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation wal Is until the completion of the structural Fl-0 I I I I � standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been MAX. ON-CENTER STUD SPACING(in INCHIES) � I i i r I approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ics)ortheirdesignee(s). system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering docurnentsto adequately shore -, �-4 - i = lll!� 11 � I I the walls throughout the construction process to maintain the integrity of the design(s). END-ZONVINTERIOR ZONE: I I � Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the autholity(ies)responsible forthe 4� CA U I � � issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similarstaleWent of I gp WIND 1301C FLEXIBLE FINISHES (NOTST CCO) I 4", �llllllllli i I I completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used folArfy purpdk,until such 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional E4 feet or more beyond the � �,,, Mn.Rf Ht <3W I I perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% �.. FINISH FLEX 2x4 2x6 2xg 2xlO � �4 1 time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound4nd in compliance with all ab;Or,upon clean I PLATE HEIGHT ,'� of Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or sl 0 1 � , applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering documents. ' (NOMINAL) #2SPF #2SYP #3 SPF #2 SPF #2 SYP #2 SYP #2SYP U �:) U I - : i ��,,, GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required, shall be placed atop non-organic,undisturbed soils(with the compaction COMPONENT & CLADDING PRESSU"S (in psf)-Vsd or "ALLOWABLE.A 81 24"/24" 24'724" 24"/24" 24"/24" 24"/24" 24"124. 24"/24" U� W i 15. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine the proper thereof verified as previously referenced)and added in one foot(I 2 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND 130/C " 9. 24'/24" 24-12A' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" � erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness Maximum Dry Density(ASTM D 1 557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6112 ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows&Doors) 10, 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" .t� 0 P...I ! of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the MrLRf.Ht - 151 zO'I,IE'3' ZONE"T' ZONE"I" OVERHANG OVERHANG END ZONES 1'�" INTERIOR ZONES ill ____ 10"/12" 10"/12" 24-/24" 24'124" 24'/24" 1 24'/24- 24'/24- 1 U� � I contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time site be prepared to a lesser degree than that which is outlined herein. AREA(in sq-ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE NEGATIVE POSITIVE IT 6"/8" 1 8"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 44 - I as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these <10 -25.85 -25.85 -22.10 -37.46 --37.64 -29.LO_1- -23.98 22.10 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"r24" 24"/24"' = � Uil I engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary 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)arid be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -23.04 21.17 1 1 I i bracing. I - 16' N.P. N.P. 12"/16" 16"/16" 16"/24" 24"/24" 24"/24" W W . � ! � (minimum) 10mil polyethylene(visqueen)barrier installed.in accordance with applicable codes and standards. Slabs shall be reinforced with either6x6 WI.4xl.4 50 -2323 -2323 -19.48 1 -34.84 -34.84 -2i.91 19.67 -21.54 19.67 1 18.5' N.P. N.P. 8"/8" 8"/12" 12"/12" 24"/24" 24"/24" U . ., �� I . . i� 9.36 1 -33.72 -33.72 18.73 � 1 I � , 16. Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within WWM,lapped not less than 8" at edges/ends,in conformarice with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I - >100 _t_-22 , -22�10 i -1 - �20AO - m 19.5' N.P. N.P. 8"/8" 8"/8" 8"/12" 24"/24' 24"/24" 4-. 0 . I I I � these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loadsofthe lb.per cubic yard of concrete,complying with ASTM C-I 11 6. - 8.1. - �_� I 1 20.5' N.P. N.P. 6"/8" 8"/8" 16"124" W/24 0. Z I ; I I floor or roof,Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. � . ! I i , I I I 0.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days. 215 1 N.P. , N.P 6'/6" 61/811 8"/8" 16"/16"_ 24"/24" E---� E IT All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 1 22.5' 1 N.P. I N.P. I N.P. 1 6-/6- 6'/8" 16"/16' 2A-/-),I- I Z 6 *_� Iprovided by the manufacturer,or as otherwise indicated by the code or associated product approval document. I 1.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a miminum compressive strength ofnot less ,t� :� g i i than 3,000psi at 28 days. . . 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards andmethodologies are 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: I MAX. ON-CENTER STUD SPACING(in INCHES) �4 0 W � 1 routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and a)Concrete cast against earth: 3" END-ZONEANTERIOR ZONE: . �� F-4 Z I I enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective b)Formed concrete exposed to earth or weather: I Y? WIND 130/C I I c)Interior slabs,walls,etc.: -3/4" BRITTLE FINISHES (STUCCO,etal) -4!� = W � I date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the I Mn.Rf.Ht <3W 0. Q� I ! engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or FINISH BRIT. 2x4 2x6 2x8 : I 2xl0 Ill", I I methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal I PL�� #2 SPF 1 #2 SYP #3 SPF 92 SPF #2 SYP #2 SYP #2 SYP E .1 � (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal 8' 16"/16" 16"/24" 24'/24" 24'/24" 24'/24- 24-724- 24-/24- 4� S Ell-4 I � 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20" minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be -- --_ - �� I= W I I i care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/orconflicts. lapped at splices a minimum of 25". 91 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24- r---q W I I I I I However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinf 10, 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24-/24- 1 �4 U� �� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additional effort orcing detailing and placing,placing,curing and testing-shall be done I (2)2xlO-2/3 K-HEADER/BEAMCALL,OUT Ill - 6"/8" 8"/8" 20"/24" 24"/24" 24"/24- 24'/24" 24-/24- 1 has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." *4 40 #4 12' N.P. N.P. IS"/20" 22"/26" 24"/24" 1 24"/24" 24"/24;;- lm� � once construction -< P �� En I I depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. NUMBER OF KING-STUDS EACH SIDE OF OPENING 14' N.P. . N.P. 8"/12" IT`/IT`_ 12"/16" 24"/24' 24"/24" U �7_) W ;:4 1 , 15.All masonry work shall be in accordance with ACI 5301ASCE 5/TMS 402 Masonry Building Code. - NUMBER OF JACK-STUDS EACH SIDE OF OPENING 16' N.P. NY. 6"/8' 8"/8" 8"/12" 16"/24" 24"/24"' : I I � I 1 20. These engineering documents and the designs and ideas expressed herein are an insft-unient of service and remain the physical and intellectual property ofthe engineer. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 18.5' N.P. N.P. N.P. N.P. 6'/6" 12"/16" 24"/24" W I I I For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/orelementscontained 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive - NUMBER OF PLIES IN HEADER 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" 24"/24" COO) 0-.1 W engineer. 20.5' N.P. N.P. N.P. N.P. N.P. 9"/12" 16"/24" U �� Cn herein are prohibited without the expressed written consent of the strength of 2,000psi(frn= 1,500psi). _ P > t I ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE 2LY N.P. NY. N.P. N.P. N.P. 1 8-/8- 16'/16' C) I I 1 2 1. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE I 1 22.5' N.P. N.P. T-NR N.P. I N.P. I 8'/R" 16"/16" 1 ", ,t� �:) U � resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL 1:� I ; location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speedmaps 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slurrip of between 8" 1 . 0 0 4 ,4 published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall v and I I". BE SHEATHED WITH MINIMUM L9" (5" NOMINAL)SHEATHING � ; erify the 2 wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 1� WITH VERTICAL APPLICATIONS`&ATUCCO FINISHES. 41!� i , i I i 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I I � The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location informationprovidedto him � ,t� � 9 ! Litels shall be of adequate size,strength and reinforcement for the given span and loading conditions. . � I by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. ,I MAXIMUM ON-CENTER STUD SPACING IS 16" WBEN U - 11 I "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THEi I . 1. Q� 44 .< �:) � 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE TIE>LINE I THICK WALL SHEATHING. I .,:. C,t) �� F-4 � � I : � -� I i I I I I rp - - i ! SPECIFICATIONS: ( ) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"0 8" U � � ' <= �� :) I � STEEL 3 MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CE � I I WOOD FRAME WALLS I � RESPECTIVELY. DOUBLED STUDS SHALL BE FASTE* % 11 0 �%c 0 P4 1 1 1 1 1 � , � . I 1. Steel elements shall be detailed,fabricated and erected ' I accordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel il TOGETHER PER THE MULTI-PLY POST CONNECTION I L4c.* I IC l._4 il-lli I I � I � 11 I , i 1. Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e. broken,pieced or"platform-framed")when Buildings," 9th edition. l I'll, i I 1� FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASONP*Y CONNECTOR SCHEDULE I r...4 4_4 U� . � fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and shouldnot be P, �_11 I . I I I;� L-6i , I - I used to support platform framing 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: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ ANIM_iU/ INI LOCATIONS EXT/STEM-WALL FOUNDATIONS CMU WALL TIE-BEAM / LINTEL : : uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B or S7RAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) MIJ EMBED -MIN EMBED MIN EDGE DIST I ...i C� ngineer: , . � b)Tube ASTM A500 H2.5 I ATR DIA MIN EMBED MIN /MAX EDGE MIN EMBED . M rence . Flin.e4pE I � (5)8dPEREND (12)16d ABU-44,-66 5/8" 5-Ij- 5-112" 3. 12- 1-3/4"/6" NIA ; I -_ I *6 ineer I . .. tessio I : . 1 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete ormasonry H5 (4)8d PER END (10)l6d/EACH LTT20B&DM 1/2-(EA) �_i 1.1MIN 5-112" 4"w/2-1/2"SPOG C.L.w/NUN - .. I shall be pressure preservative treated. 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless - -1 "SPC'G 2"w/4"SPOG 12" 1-3/4"/6" 12" . _< I I 11 indicated otherwise. H8 (5)1 Od x 1-1/2"PER END 3"SPACING I �F , r, � I - 11 . 1: I I I MTS12 (14)10d or I Od x 1-1/2"TOTAL (22)10d SINGLE MGT 5/8" 1-1), 5-1/2" 3- 12" 1-3/4"/6" 12- C.L. �,I . � I I 2x(22)10d DOUBLE MGT (2)5/8- I 5-1)' 9_Ir2" 3. 12* 3-1/2"/4* 12" 1 11 GA Lice .� I I I � 3.All vertical wall framing(studs)-including"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/ortable(s), 4.Hex nuts and couplerstcouplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d"(24)10dx 1-1/2"TOTAL C.L. - - 1-1 I W/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largerthan 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. __ (19)16d SINGLE HTT16/4 "" 15�1). 7-1/2" 2- 1 1 _I� -5C L ce No 22978 . 16d S111KERS TO TRUSS, I i 2!. 1_I-3WW 12" CL. &I � 'g not valid w'iftLA raised LGT2 (16) _ r is� I * - I 11 (14) 6d SI 2x(18)16d DOUBLEHTrj6/4 (2)5/8- 154J- 7-M" 4- 3-1/2"/4" 12" C.L. Fili - seal ArM signed in I$ILUE ihk. I � SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. - NKERSTO,&POST � 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. _fF1 6,-1 6S,-1 6-2 (2)1 Od x 1-1/2*TO TRUSS,(I 0)TO>,POST 2x(19)16d TANDEMHTT16/4 fl)5118" 9-1/2" 5" 15" N/A 'he Castillo Group,Inc. I ; I - I c-Q T I I; 1 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall,except walls that MSTA12 (10)I Od TOTAL (32)16d Sinkm SINGLE HTT22/5 "" 9-1/2" 2- 15" 1 1-3/4"/6" - N/A , 6-5,%RQ9sqyelt Blvd. .- are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MSTA18 (14)10d TOTAL 2x(32)16d Sink� (2)5/8" 5.1 51, r"l.13 ,- I I I - DOUBLE HTT22/5 9-1/2" SEEPLAN NIA c=:, 'Jacksonylille,ft,3224.4 � -_ I 6� � - I . � I I I CORROSION&DECAY RESISTANCE: MSTA24 (18)10d TOTAL (20)Y4"-x2-I/2mSDS SINGLE FIDU8 7/8" 1. 1 8.1 3" 13-1/2" 3-1/2"/4" 13-1/2" -(904)772-6100 ' I . 1� 5. In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as msr37 - __ - - 81.1, I I C.L. 0 C-.> I I f (42)l6d TOTAL 2x(20)y4�x2-I12"SDS DOUBLE HDU8 (2)7/8- 1 13-1/2" 3" 13-L`2" 3-1/2"/4" 13-1/2" � Z E FL CoA Number 29015 . I . � � � i I C.L. ! � specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite hunber either exposed to weather or in direct contact with the ground'or soil-i.e.deck/balcony MST48 I. - .. . � � I (46)16dTOTAL -112"SDS SINGLE HDRJ I I 9- I -!�� 0 1 , , (30)Y4�x 2 1-3/4" SEE PLAN VA 1,� I thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be farred-gut to a thickness boardstlumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for MST60 (56)16d TOTAL 2x(30)Y4�x 2-1/2"SOS DOUBLEHDUII (2)1- 115-� 15" 4- SEEPLAN N/A . MER N�� SHEET similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contactwith the ground unless specifically rated by the manufacturer/treater and approved as adequateforthe CS16 __ I. 9. 3. T � �.)1:1 C) 0 � 1 (30)8d w(26)lod TOTAL (36)Y4�x2WSDS .SINGLE RDU14 I 1 15" SEE PLAN N/A I I column"wrapped"with a finish material (i.e. gypsum,etc.)and left senri-exposed into an interior space within the structure. Additionally,ifilone ofthethree application. SPH4,-6,-8 (12)10dx 1-1/2" - -A., " au . ; --- 2x(36)Y4�x2YFSDS DOUBLE HDU 14 (2)1- 1 15"i 115- 14- 1 SEE PLAN N/A I . I ( aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood HPAHD22 (23)l6d (16)10d HGT2,H673 (2)3/4" 17- 111-1/2" 13" __rS__PLAN 11-1/2" 1 C.L. 2 go< � C S I I (EWP)or structural steel column may be used within the allotted wall cavity, 2. All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (I2)8dxI-1/2"TOTAL (16)10d HGT4 - (2)3/4- 1 7" -11. 1 3- 1 SEE PLAN . i 11-1/2" 1 C.L. I I I A35 (12)gdxl-1/2"TOTAL ____ ____ "FRAMING"wk!"FR AMING-TO-FOUNDATION"CONNECTOR SCHEQU.E NOTE& GUARDRAILS,HANDRAnS AND SUB-ASSEMBLIES/COMPONENTS TBEREO:!! -, g W".� I Of 4 � I arneter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10dx 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIET] 9 ;.� t., W - .a 1 3. All fasteners(nails,screws,bolts,etc.)less than V2" in di, � . 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-F 1UND.CONNECTIONS UN-0- SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROV ;) 2 2 FIELD FRAMING stainless steel (SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturerfor compatibility HETA20 (I2)10dxI.V2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.)A 13 MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL 0 wo ; with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRy (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8-1 SPACING BE FWWN ATR ANCHORSUN.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLIC LE CODE. iERW � (7)1/4�x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE ELC*IOR ACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AM/OR SHOP DRAWING(S)AND ASSOCIAT D 0� � .. ; I � I.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field frame" or similar. At these confined exclusive use of SS connectors and fasteners. The use of arty material treated with the pressure preservative treatment ACZA sball require the exclusive use ofSS MTSM16 (7)I0dmI0dxI-I12"TOTRUSS, CMU WAL L TO THE I OF THE ATR ANCHOR � DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PE I D i I �I locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. (41)1/4�x 2-IJ4'T1TEN SCREWS TOWALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCOONS ONLY IF THE MIN.EMBEDMENT is TOCONSTRUCTION, M�:) 1 (8)10d or 10dx 1-112"TOTRUSS, MEASURED FROM THE LOWER SLAB ELEVATION a stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTSM16 6)ALL PAlTS/MATERIALS TO BE INSTALLED IN ACCC 1ANCE MANUFACTURER'S INSTRUCTIONS& LO I accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted h 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-NtM HGD,etc.)connectors&fasteners shall not be combied. Use oldy SS fasteners with SS connectors. (4)1/4�x 2-1/4"TITEN SCREWS TOWALI, - DIRECTRINS �"' "� I I I erein to create his or H16,-16S,-16-2 (2)10d x I-If2"T0 TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON"SIZES U.N.O. U M ----� her own design for elements or applications specified as"field framing"or similar. The design(s)and execution in aws, only zinc-plated/galvanized fasteners with zinc-plated/,galvanized connectors. (6)1/4"-x 2-1/4"TITEN SCREWS TOWALL 8)MINIMOM ROD SIZE/GRADE,EMBEDMENT&EDGE I thereof shall be conformance with all applicable I Use _"M�: E�OWNONPLAN SUPERSEDES MINIMUMS SHOWN �� 10�, -,�__1 , I I I I I � I - -i I__ - - .- - il = -ill ,�,� ,�� %N_4�� 1, I >_�'O" � I rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. FGTR (18)1/4�-x 3"SDS TO TRUSS, ONTHIScHART I -_�� - .(2)1/2�x 5"TITENIIM TO WALL . 9)MfNIMfjMEDGE DISTANCES OF 4"OR MORE REQUIRE MMMUM6'WALL FRAMING 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive [�ISTAM36 -I. TO 110)MINIUUM 8"SPACING BETWEEN META-mHETA-ANCHORS U.N.O. I environments or applications is essential for continued,long-term satisfactory performance. I'(4,)LIV.==T.... ___J I)MINIMum 1-1/2"EDGE DISTANCE FOR TITEN SCREWS -2 ! , 12)MINIWJM 4"EDGE DISTANCE FOR 71717ENFID's . - I I I I I I I I I I I I � � I - I This docul long=associated ments, is doqu ris'u '0'e eel service and are the physical and="I 'The C -il. r..PI- ;Je F I OP rr 02_.rh'.Yeon'r ed. nt.rGng firrn na prq�,ecl enTneer idenied herein. A revocable cerise the �r aesn Wbeldnig',geteddbell 1.1 to 0. ir':r.orrt of service depicted hin this and associated documents o e t, to (s)j_!n ri� 0 d gn t th a buildin ' , or les I:tdruhce,.n and py at the specific locabon identified below. Re-use,use at a location other.that the one described herein andfor copying,du7li�:on or modlification of anv di or e e nt eremisaviolabonof federa in ht la—a or state )yrig d drnini.tra=cZ. 3oard En rules, etc.an is pulnishableab finre mp se a ty ,on e;vocaVrrient and/or Iloen uthoriz Upon revocation Lli=foricnause,any perso.nor entity.in pg s of onTal or copied 6 � version.ol the docur- )shall return all s to The Ca%s version 10 Group.Inc. immediately and cease any and all co on and/or nstru;Z,. use associated with d.. Use of this document ackni.es agreement to the aforementioned term and conditions. DESIGN MEB DRAFT MEB CHECKED LAP SCALE 1/4 RODS AT M,13E iii��l��l RODS AT MAX.6' 15111 I'l; DATE 11.15.2013 REFER TO ARCH. PLANS PRC\ADED JOB NO. 13-266 SQ.FT. - REV DESCRIMON 19X6 1 (2tx10-j/3 (2, -IL� I !j i; T it I ii 2 IA C13 it 00 C141 M 00 P it P F_ C ciol 4 ra\ CJ02 CJ02 op�NME IN EXIST�G Ld DI�,TAIL A ST 1, The G )ER V1, SH ET ST I M 0/ C,103 ------------------ J03 IN -2) CL CONT.HORIZ.REINFORCEMENT FROM CASTILLO V) it D NEW FOOTER INTO EXISTING.DRILL AND I- i z EPDXY EA.REBAR; 5"EMBEDMENT Grou EJ01 W/SIMPSON 2-PART EPDXY. P A Rod&C-p.� EXISTING FOUNDATION D e s i g n e r s EJ01 C4 0 Sli)\ t E n g i n le e r s T AT S2 3piy#2 SI F 2x4 #4 DOWELS FROM NEW SLAB INTO EXISTING 655o Roosevelt Blvd. TRI ISS TU CJ03 LU Jacksonville,FL 32244 P @ 32"O.C.DRILL ANDEPDXY EA.VSBAI� EMBEDMENT W/SIMPSON 2- ART EPDXY��" (904)772-6100 L oA No.29015 EXTEND A MIW.OF 20"INTO NEW SLAB. cial -2/1 2 13/411 , J1 IL ROOS AT b��4 .�"-/c -4 C4 EJ01 I 6x6 10/10 WWM OR FIBER MESH ON 6 MIL 4"CONC.SLAB REINFORCED W/EITHER EJ03(7) r VAPOR BARRIER OVER CLEAN, 0 114 COMPACTED FILL.SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR INSECT AND DECAY RESISTANCE CONSTRUCTION PRACTICES.PROCESSES E 0 AND TREATMENTS TO MEET APPLICABL CODE REQUIREMENTS. .44 DOWELS/FROM NEW SLAB INTO EXISTING (3)M20 l;OR(3 MST @ 32"O.C.DRILL Af11D EPDXY EA.REBAR, 4's @ T06 11,ro-5pl #2'SY, 2x4 PI)JST EMBEDMENTW/SIMPS09 2-PART EPDXY. 'EXTEND A MIN.OF 20"INTO N�W SLAB. I Y2"PIA.T' D 0 'N t Cf) ASSE B 'Y. r811%0 rl CJ06 V) z (2 HTS RUSS' G IIEAbl R 36"06"x!6"W/ %�,Cjos CUT EXISTIN6 4-#4!S BOTH 1 Sim WAYS NCRETE & 7: X6�1/2 INSTALJ�_NEM 0 L) i i 2 30"00"VA"W/3-4S-' it F_ 1-1 CONT�HORI�.REINFORCEMENT FROM BOTH WAYS_� -2/3 2'ZX6-1)Zw T26 (2)2xl NEW FOOTEk INTO EXISTING.DRILL AND EPDXY EA.REBAR; 5"EMBEDMENT r7 EJ02 SHEAT111 PORCH _1725 2 DET4 QISTI -CONCRETE— it J02- T1 L --' _I W/SIMPSON 2-PART EPDXY. \,�T2 CEILING PER !-&7rm- CU/r EXISTING INSTALL-NEW FwTTNG LO T05(4) R PER DETAIL 12/STI L -4–/ FRONTPORCH ��2 rNO HEIR REQD PADS TO BF-- -A----------------------- ------------ r ----------- i I I-TT BOTH W AYS HEADER MAX.6"FOR 20"x20"x1 6"W/2-#4`S FVFRPORCH �"I; CANTILEVER PORCH"ER FOR T24 BEARfNG. T24 BEARING. MAX.6' 10,-�4 1/4 14�—O- 5'-0" 17'-7 1/2" 4'-0' OSB 3'712"C/C 8d'S W/(I JiWdi j�_Tf II EADED ROD INTO, EXISTING @ 3VO.C.DRILL/AND EPDXY 12 ASSEMBLY g EACH END& RODS AT MAX.5'40"o/c W/ I #j,DOWELS FROM NEW SLAB "DIA q"TR]1lFSSPkCF.D EA.REBAR;5"EMBEDMENTW/ 'ST2 SIMPSON 2-PART F @ 24"O/C. EPDXY.EXTEND A MIN.OF,20"INTO NEW SLAB. 1 T04(5 Ld PER INFO FROM CON' TRACTOR; /1 STRUCTURALPLAN 0 a_ EXISTING FOUNDATION ASSUMED,- i_4 *4 Z (A) - - 91 1 z = -011 3/16 1 TO BE CONSISTANT WITH �/ i 1:� 0 =� At� a- -,t '41 FOUNDATION DETAIL (I/ST2 0 Of of VERIFY OR ENHANCE TO M3 I FOUNDATION PLAN SATISFACTION OF BUILDING /I (Z) T02 3/16 it 1 1-011 OFFICIAL. 1 S, Toll S�u 1 S sl ST2 —7 cim CJ03 \57r2j CJ02 f,ini I Jill JOI 0� 2x6-V2 is j RODS AT MAX.6-6"O/c W/(11)1 1111111[611. gineer: REFER TO ARCH. PLANS PRO)ADED STUBBY BTWN.EA. WALL ANCHORAGE LEGEND e ain.e,PE er _<FL Li 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT :;—:13A Li n No. INTO FOUNDATION AND COUPLINGS AS REQD. 3"x3"xY4"ROUND Licen No.22978 HOLE WASHER ATOP UPPER-MOST TOP>ASSEMBLY. Thisdraiiing not valid vii1thoutraised -,seat AND signed ineLUE Ink C�o The Castillo Group,tne. �'DIAMETEIZ FULL-LENGTH THREADED ROD ANCHOR W/6" EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3"xI0ga. Blvd. SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST 1� 'Jacksoriville,FL 32244 TOP>ASSEMBLY. '-(904)772-6100 FL COA Number 29015 TO�'DIAMETER HYBRID THREADED ROD ASSEMBLY. SHEET DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION,w/�to4 REDUCING COUPLING TO�'DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"xk'WASHER ATOP UPPER-MOST TOP>ASSEMBLY. S1 'EMBLY w/4"EMBEDMENT INTO �`DIAMETEIZ THREADED ROD ASS 2of FOUNDATION AND COUPLINGS AS REQD. 2"x2"x WASHER ATOP UPPER-MOST TOP>ASSEMBLY. T ST2, r\QCJ02 2 3�n r' C2 ST2 I I I I I I I � i I � � ! i I � i � q I I It -T - r, � THIS DOCUMENT, ALONG WITH � si �XNESS & ATTACHMENT SCHEDULE 11 t! I [I - . 7/16- THICK (MIN.) (24/16 i ASSOCIATED DOCUMENTS, IS AN I H HEADER, ADJACENT TO i j � � - I SPAN INDEX) APA- OR I - i INSTRUMENT 0 ENGINEER's I � !! I ) TECO-RATED WALL SHEATHING TOP >- PER CALL SPH"-B CONNECTORS AT " � X : � SHEATHING I 'WALL SHEATHING* ii "mi . FOUT ON STRUCTURAL I I r T � � : i WIND - - TOP >-TO-CORNER POST \ I :; SERVICE FOR THE EXCLUSIVE USE � (supported I P 24'OIC MAX) (supported @ f6'OIC MAX) (3) ROWS OF w/(1) ROW OF Sal NAILS 0 PLAN. ASSEMBLY AND 0 TOP \ I if 11 ! I 1 . � 3"o/c AT TOP OF SHTN'G (IN TO __ \ i I I I 1! I AT THE PROJECT TITLED HEREIN. . I SPEED& - 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDE)Q 8dCOMMON ING- r 1 . !, (1) ROW OF 10d NAILS 0 8* N . >-TO-HEADER 0 MAX. 32*o/c.1 I I :[ i it 10d NAILS !6� W 0. MP >) AND AT BOTTOM OF \ I sup MIN.THICKNESS*** INT PERIMETEPJ HORIZONTAL RT APP.W1 VERT APP. I END ; I ,E , D.C.,STAGGERED INFORMATION DERIVED FROM THIS EXPO A I AS SHOWN, EA SHTN'G(IN TO HDR.). NO I i : i : (SPAN INDEXI I 1� 0 4" D.C. OUTSIDE �i I �� DOCUMENT, AND/OR ASSOCIATED �i 7 �f : i i I :i i ZONE ENDZONES APPLICATIO UTSTUCM W/STUOOD .� ,(1) ROW OF 0 ORNER OF i! i ZONE � ZONE STAGGERED, PLY. ADDITIONAL>-TO-HEADER I � I �i 11 . OFF GARAGE. � .. i i 11 -- IDd NAILS 0 OONNIECT)RS REQ`D w/TRUSS I i � I 1 i i I : 7/1 G" 7/1 G 1 11/4 III III, L I 9 DOCUMENTS, MAY NOT BE USED I � ) I f 5/3 2' i: � r D.C. 1 5 UPLIFTS (1,0000. FOR HIGHER A 4_ I I � 11 !I . GY 1 2" 7 1 2" STAGGERED. <OF 24. X + + .13lx3* TOE- OR .I t I I 1; I 1! FOR OTHER WORK(S) OR � (24/1 G) (24/1 G 0 211 G) I 1� 4 %a UPLIFTS USE CONNECTIONS AS .. � END-NAILS ii � i (1) DIAG. BRACE OVER MIN. (4) 1 � � I I (supp 4 0 24'OIC MA) P f VATIHIIN 3/4" 2 , -0 KING-STUD TO HEADER. I i � I 1 1 PROJECT(S) WITHOUT THE 115<132 niph 7/1 G" I I SPECIFIED ON STRUCTURAL r- � TRUSSES APPLIED TO BACK SIDE OF I I 4 OF CENTERLINE PLAN. TRUSS TO>CLIPS TO --IF THE INDICATED EMBEDDED 2x1O HDRS. USE(9) NAILS, 1 1 I i � GY 1 2" G70 !! I ; I WEB. CONNECT TO EACH TRUSS WEB I �i � i EXPI713,C,&D (2411 G) MIN.THICKNESS(SPAN INDEXI 8d COMMON NAILING* :I OF 2x4 BE ATTACHED TO SH�E�ATHED 2X112&ENG. WOOD HDRS. I! APPLIED TO FRON I SIDE EXPRESS WRITTEN PERMISSION OF ;! STRAP(S) ARE NOT PROPERLY . I W1(2) NAILS. INSTALL DIAG. BRACES I H I � HORIZONTAL VERT APP.W T APP. INT END I 1 WA"E. .- USE (12) NAILS. it OF WEB END OF CONT. LATERAL : . i � i d att, - CORNER CAST-IN-PLACE, THEY MAY BE ____ - I -0 EACH I THE PROJECT ENGINEER IDENTIFIED APPLICATION OUT STLX= W/STUCCO ZONE ZONE I REPLACED BY THE FOLLOWING: . I ; I [I 6 GARAGE- I I . BRACE LINES& 0 MAX 20' I i t BELOW. I (1) MSTA-SERIES STRAP 0 1 i I INTERVALS BETWEEN ENDS. 1 15/32" 1 (1) HTT22 - � .I ii tI - I I I . . 1 5/32" 1 9/32" EAQj JACK-STUD M I I � � GY 1 2" G70 .13lx3* TOE- DR END-NAILS--/ � i !I 1; � I H �z I j , I REV DESCRIPTION (32/1 G) (32/1 G) (40/20) KING-STUD TO HEADER. 200 HDRS. USE h I I J_ . .� i I � . :t . 9)NAI%, - j 10r STRAPS, 2.1 ; . 2 i 11 I i I 1 1/2- 1 1/2- 20.10 HDR& USE( 'L 2 &.ENG, i I 11 I I �� ;; BLOCK ALL PANEL EDGES Eld RING SHANK PER R803.2-3.1 OF'10 FBC-R: MIN. 0.113" 5/8" L41L 1� I 1\ � MN. WALL SHEATHING & I 202 & 0411 WOOD HDRS. WOOD HDRS. USE 24 1 ii it 1 - : --- 1 A2 2W a 211111211111 I - � 1 I - �� I , BY REQUIRED SHEARWALL ONNECTIONS 0 S - THICK (MIN.) ( I CONTINUOUS I 1 1 : I r * ( t � \ N*AILI'NG MAY BE OVERRIDD OF WALL SHEATHING. NOMINAL SHANK dia.. RING dIaL 0.012" OVER SHANK dia., 16-20 I I A2 or=Will,2a4l 142 Wr=SW j"I 1" � i \ i EN RINGS PER INCH. 0.280"dia. FULL ROUND HEAD, MIN 2* LENGTH. USE Z)NAILS. WWB'tDDED STRAPS MUST I 1 -71", i . I SEE STRUCTU WCOO,ITie ANCHORING ROD /16 24/16 SPAN--_j_1 HE INSTALLED w/ADDITIONAL LATERAL BRACE M I U I ST BE MADE OF l� . NAILING (SEE F/STI). ROOF SHEATHING PER i -TYPICAL C Tun - � BRACE QUANTITY AND I SEE P/S11 FOR BOTTOM CHORD ,I RAL FRAMING PLAN FOR NUMBER OF PILIES_ - !i TABLE, W/PLY CUPS INDEX) APA- OR TECO-RATED PC. OF f4 REBAR PER ;1 2 - BRACING REQUIREMENTS. !I SHEATHING-M-POST -TO-POST W/ �i D I i (4) .13lx3' TOE-NAILS 0 EA- TRUSS/ MIN 5ds 0 4' O/C. IF MORE THAN 3 PLY'S ARE U CONNECT EACH I i I i I -MIN, 19/32' i i COLUMNS. JACK-TO-KING STUD FASTEN WALL I I SEGMENT. WITHIN 2' OF Still NAILING, EXCEPT MEN NOTED. __> . . , I I LOCATION DEFINED BY I i ;I �-MORE THAN ONE PIECE, DO SO BY 1! W/MIN 8d's 0 12- O/C OR GYPSUM PER DETAIL B/STI, AT I i TRUSS ENGINEER. . H OVERLAPPING AT LEAST 2 TRUSSES I -SPECIFIED NAILING REQUIRED FM_ I I EACH END OF WALL WALL SHEATHING w/3'/12'o/c . I SIMPSON INSTRUCTIONS. # I i ; RAFTER -TO-TOP PL. IN ADDITION TO I OUTER PLY TO i CONNECT TO EACH � I I I � ENGINEERED TRUSSES OR 1j RwrATHING AS SPECIR . I ; I I ;� 1 (40/20)" 711LE CONNIECMR(S) SPECIFIED IN SCHEDULE EVERY PLY IN ADDITION TO 2�[Y"'S JACK--/KING�STUID BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF I it TRUSS MEMBER W/(2) i" � 3 - ASSEhEILY&CORNER POST EDGES w/2x BLOCKING. . 11 STHD14 AT CURB WALL !I 11 I I t I CONVENTIONAL(SOLID-SAWN) 11 I . I I � ROMM UNLESS OR ON PLAN. TYPICAL, ALL TRUSS& �� NAILS - � i� - .i NOTED OTHERWISE- RAFTER BEARING POINTS. I i . (1) STHD I � I 11 4 - JACK-/KING-STUMD ASSEMBLY- 11 . !� ,�4- FRAMING. SEE PLAN, LAYOU OR ASSEMLY. ROD 0 CORNER 14/-RJ CONNECTOR 0 -____� (DTL,2/ST2) i I ,-� I SSOCIATED DELEGATED I! I LOCATIONS. EITHER N I I I =,IN TALLIED TO 1. tf , I I .S H ENGINEERING FOR TYPE, SIZ & E OF CORNER :7MAY BE USED AT I I i � ORIENTATION OF MEMBERS. M-FOUNCIATION &0 CORNER 11 I it I I I MULTIPLE PLY POST CONNECTIONS ASSEMBLY, III NON-CURB WALL(DTL I \ I I 11 I I I I I I EQSL POST ASSEMBLY-TO- __ \ (I I - [I I I I ! !1 - 1/ST2) LOCATIONS. 11 EXCEPT AS NOTED ON STRUCTURAL PI ANi`�' NOT TO SCALE \ I I I I I The I I I FOUNDATION. (MAY BE USED � I � i !I I UPLIFT,`LSS)i CONNEC-TiON (2) 2x( ) #2 SYP TOP PL.. FASTEN PLIES -i� i. G .I LL WCOO-Tie RODS) I I � I I ! TOGETHER ./(2) i - - - I I 'I,' I _0_-_401,5 I ,A-T, H 2 5 - - ROWS .131x2t" NAILS a x � --- I - ,/ \ I I �' I�_+ � 1� LENGTH OF CS16 STRAPPING W/MIN. (10) 10d I DOOR(S) SHALL BE I I :I I +1----VL- CASTILLO I I _____-_4-__I_1_�_H'_, __ -___ 12'o/c, STAGGERED, w/MIN. 24" ��/ I III, i Q___L____ - if INTO EACH PLY OF SILL & HEWER), EXTEND ATTACHED M I I I MIN. (12) .13lx3" NAILS IN EA. LAP. i '5 \%. .1 - I ......0-745 /1. H8 __ H HORIZONTALLY ACROSS STUD ASSEMBLY& I I APPROPRIATE FRAMING � I Mul-11V L TRUSSES H �� 0_990___�, Elio- , SPH4-6-8 0 MAX 32-o/c 0 PL-TO-STUDS I MEMB r_ Grou " - i 465-930 - - NOT REQ`D MEN USING WOOD*71e in BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ERS IN ** MAY USE PA51 or-68 STRAPS I.L.O. STHD`s FOR TRUSSES 024' O/C MAX 11 I, I H � i - - __ 'i HOLES w/l0d.(TYP - 4 STRAPS 0 HEAD(ER) & -(2)2x( ) BLOCKING (TYP). MATCH SIZE WI AT STEM-WALL APPLICATIONS. ATTACH TO if P -I I :�� I APPLICABLE 4_ . I 1 745 __121 H6'3 ANCHORING RODS PER DETAIL B/ST11 .I`V 1i SILL) MING(STUDS). WOOD`11I ANCHORING RODS FR I -�. � I - _100 1�HI6 HITS TCO TOP i I- - / OF ADJACENT FRA - � " / I ____�, 2x( ) #2 SYP SHOE PL w/(2) ROWS "..1-1-1.1-----I------------- I � MAN JA IN (UjT1%w�026 11 A FlDrida Corpmfim 0 1-- UFACTURER'S _ �111d** � I I I , , 'T'��I�, �- __ - --------- CTORS x H �,1.�- C, ,)P _ 0-1000 'I, MTS12 TO TOP , -------------____ _m G;( � > i I -, I INSTRUCTIONS & TRADn ON NE /F_ < � � i -'_ �T OF .1310" 0 12*o/c, STAGGERED. t ____ . 141 It, AP SEE RUCT 1� T"1,`T I 2! 1! I I ' R TI i I 2 ; i I I I .1 .11 �- I I I I I : - V E � He _DI EC . I! ;I - , to_ URAE PLAI,�� - MIN 23 23/32- APA- OR TE:CORA i � t it HEADER PER STRUCTURAL PLAN el-* � I t ,� ;I NAILS tu TOF, PLAIL NO! REQUIF, L, 11 11 T��DECKING (24-o/c STURD-1- ) w/ 0 11 I i ; SEE DETAIL C/STI FOR (VERTICAL) STJ rMICAL GARAGE D OR OPENINI FRAMING DETAIL - U.N.O. ; 01 it i Engineers "I, � n?ICAL ;rYTFI?ICW WALL it �q I H H � I I I. i i ,� � I t, I I . Ii - EADER-M-STUD STRAPPING L 11 . 6*/6*o/c 110d NAILING& APPROVE 11 I d NOT TO SCALE � . : i WALL ii ;.- - 7 . it ;I i i S i. If 2nd FLOOR Blvd. -1 - WALL ==SON ! PECIFICATION i I I �i ENTERIOR STUD SPECIFI�.Anolt,fs f- =JTRUCTION ADHESIVE. _� S. i �� .11` . =- =-4 q � 1111111� I I I I I I I 655o Roosevelt I I-,STRUCIURAL SHEET FOR EICTERIOR INC, I MATCH SIZE, GRADE & I= --= I I ; 1 1 i I- 1 ABOVE IL 11-`,--,,--_T-_'�� , � ,, I .I T"""'I"I" . . I I WALL SHEATHING- k, - � � . f, Jacksonville,Fl,32244 1 . I I 1 i. i � ____+QUANTITY OF ALL 2nd ------/------+ I ! I 1 i I SEE TYPICAL WALL FASTEN FLOOR I � . I � It ! .I'L TYPICAL INTERIOR BEARING WALL 11" FLR STUD COLUMNS w/ ,1 I�,,, ; AT EXTERIOR DECICS. LEDGER � i 1-3/4* Width Plec-ew 1: 1 SECTION !I (904)772-61- A I (A/STI) FOR DECKING(PER A ;; I I it :1 � /ST1) t �I H i: ADDITIONAL SPECS 1� FL CoA No.2 1 I , , . 17 i -I' i -----;) �� : ! I , . . I"Nk SHALL MATCH JOIST DEPTH (MIN. I i .Minimum If(2) rows of 12d (3-1/4') nags 0 12" a/c. i i INT. LOAD-BEARING STUD 11 BLOCKING IN FUR SYS ' "t / I i SW8 - �l 2xS) AND BE ATTACHED TO EACH ZZ I *Minimum of(3) rows of 12d (3-11e)nails 0 12' a/c for 14" & i. * .1 I TO LATERAL BRACE W/ 1! : AND w/1st FLR-LEVEL / 11", /I I I ,�,�_ I . I �, � (4) 10d COMMON NAILS EXCEPT AS NOTED ON STRU - + I /// NAIL THROUGH A.P.A. RATED SHEA..... I 1� I � . i cluRAL PiAmfs) r, I, I � /+ r; I 16-o/c (NIAX) VERT. FRAMING w/ deeper. ;1 i � �� I [; T-BRACE FASTENI i � 2x4 PLANK ORIENTED it I EMRM;��HT.Q ALLOWABLE STUD _� MUD cuLumN U.N.O.. - _Y�__ I INM FRAMING W/Od AT 3-O.C. AT ALL -Nailed connections require an additional row of nails when nail size ' I I I I I I q . ==i - 1, i EDGES AND INTO EACH PLY OF EACH - -D k LATERAL BRACES 0 24' 11 _ - I Y4'dia. SDS-SCREWS- 3*LONG IF i:6:0 � i! l= r===4 DIRECTLY ATTACHED 'TO FRAMING, � j I . / 10 12-1 I/IF If I V) . is smaller than specified above (min. 0.128*X3'). WEB W/.13lx3' a 11 i I DIAGONAL �! i INTERMEDIATE FLOOR SYSTEM - I ; DOUBLE INTERIOR PLATE, 12" O.C. T"I 11 I O/C TOP AND BOTTOM. I 149,199, 1 APPLICABLE TO MULTI-STORY BUI 11 ; W !! ! -Nall from BOTH SIDES of 3-ply members it \ FASTEN TO FLOOR TRUSS BRACE 0 72* To A Z:I Iml 1 3-1/2- LONG IF ATTACHED O/C. T-BRACE TO BE !I i ELSEWHERE W it l; T . / H TO 21'-71 1, I < 1 3-1/2- Width Pieces r / * it H \ V_ 0 C, ___- ONLY. SEE PLAN, LAYOUT. OR � W - THROUGH SHTN'G. 11 vW.:!7pW 1-3 4 Width Pieces: 12* SAME SPECIES AND DIAGONAL 11 11 11 ; GRADE AS WEB TO BE it 11 W/(3) 10d COMMON K ASSOCIATED DELEGATED ENGINERING FOR 11 11 H I FOR OTHER UPLIFT HARDWARE AND gummy OF SCREWS. 3 i Minimum of(2) 2' bolts 0 24* a/c staq I I BRAUL I � � ATTACH 2nd FLR STUDS TO Ist FLR I I !1 2x STUDS i * I > BRACED. SIZE OF MEMBER .1 I ,I TOE-NAILS. BRACES TO - 0 I � 1 12" � it TYPE, SIZE& ORIENTATION OF MEMBERS, .14,L 11 CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR (6) SCREWS 11 I -_ AS SPEMED BYJrUSS it \ EXTEND INTO FLOOR / LATERAL BRACE :i I SECTION AND TYPICAL HEADER 200 LD ?, (7) SCREWS PER TABLE. I �j ,___ . - I it I I -1 I 11 ! i l___ �'�, 1i -_ I I DESIGN EN�PINEER IN. il I 111V H I -�/ ��_ I k1' _1__ 12- 1 � i SYSTEM (1) SAY. _< I W/( STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING& INSTALLATION i � 3) 1 Od DETAILS. ",� FRAMING DETAIL. ; - COMMON NAILS 1, (28" + DEPTH OF FLR St'S. IN LENGTH . ;I 2Xl2 LD - 1 7 i! H I - ;! I I �- � 11 ,�, � I 1 X4). I I I LATERAL BRACE LOCATION I I I 1, , i � . \ I Ii SEE SCHEDULE FOR ;� I I I . � ; ON BOTTOM CHORD TO AT EACH END i� 0 MAX. 32"o/c w/ (11) 1Od/END, HEAD - �, � 1 $I \ f* I AT DOUBLE INTERIOR #2 SYP LEDGER FASTENED TO I i, 1� I � - , i . t '! i - CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD ': _� I - , � I I �MATCH BRACE LOCATION :� I 11 i 1I !, f-I I . I I I, � t i AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST 16'o/c,'LMAX) STUDS w/.13lx3' ! 11 �, It- ; ) i i i ,; ; I .f(2)2.( ) 1 _,___�4 , ` I I � 11 N TOP CHORD. t 1: i 1 1, I I : I & EXT. WALLS. NOT REQUIRED WEN SIZE, GRADE, SPECIES & �; I (TYP) I PLATE TO SECOND PLATE W/(2) ROWS GUN NAILS 0 EA STUD I ! ; �, . �� I �I if it � z; I I . 1! - I �1' I-, I \ 11 - 1 � It USING WOOD*l-te ANCHORING RODS PER SPACING - I! I I I I 12d COMMONS AT 8" D.C. (TRUSS--TO-LEDGER CONNECTOR I I I 1! .1 ;! ii __ ---.- __..____.._..________....... � . ',��_ , 11 \ I I et � 7 - - - . . i � � � .. INTERMEDIATE FLOOR H . �I I. DETAIL B/ST1 TYPICAL, U.N.O. ;� .- ------- . SPECIFIED BY TRUSS ENGINEER) �, I I I 11 `i . I - ----------___T ;Mffll� SIDE PANEL HEIGHT TO _41111- 11 1-1 . ti . I SYSTEM , , � FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. _\ i� i -, I I� 1 1 1 1 f 1/2"dic X 1* WIDTH REQUIREMENTS MiUSS LEDGER &CONNETI yj PER TRUSS) . - i !I I i I �_ �_ i It I I I I � ii I Ii , TO TOP PL., SHOE PL. & RIM or SPH4-6-8 0 MAX 32"o/C 0 �A ! EMBEDME 1,T t(ft) N. w Gf7'7_62x6 w/(5) NAILS 0 EACH S I___�__ 11-, WX ML 11 I H � EAGH S RIBBON w/ PRESCRIBED "EDGE NAILING' - . ; -1 "26,-�i�-,.-,...18 wAB) NAILS 0 Sj.. . /-TRUSS WEB REQIJIR Ij " ,!, J! , I H I i CEILING LINE PL-TO STUDS - NOT REQUIRED ,I Z i CAST-IN-PLACE *I" 7 � [R"4 2i >4 ING BRACIN�. I WHEN USING WOOD*Tie ANCHORING !i 5il . T -8 1 2 _111PLE P r! < ,"""_l., i: t� � SIZE/SPACING. I: BOLTS OR 1/2-dic ,X I ,; � D. I - NEICTION 0 AUL LYS(�E M , H -1 �I RODS PER DETAIL B/ST1. !i t, - , if I, - W EMBEDMENT . � i 41, / 11 / it I �r I I . 1� 1(9 LEDGER DET'A"IL i ST1 SCL BEAMS U.N.O. .; i 11 H ; I I WITH 4* BRICK VENEER EXTERI it EPDXIEq ALL-THRE 0 1 11 1! � I NOT TO SCALE � NOT TO SCALE I I/ ,�, lk-141 I I FINISH, ADD CORRUGATED G V. '' I� I �_t i;r' I; RODS w/ 2"x2"xl " i I I I : k if I 1 --,-- -_ -, It I i BRICK TIES 0 24"o/c HORZ. & t I I WASHERS 0 24"o .. - �1 1 -t__ ____ I TRUSS ON PARALLEL END WALL (NOTE: i . 16"o/c, VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT I, I I ;I I i RIBBON ON FLOOR TRUSSES NOT SHOWN I� 1 11 ta.-Ill -__ ___ i FOR CLARITY.) 11 CAST-IN-PLACE "J' BOLTS OR . I 1) HTT5 TO ATR (TYP). HEIGHT-UMITED I I � BE FASTENED THRU SHTN'G TO I i I I 1/2"dia X 6" EMBEDMENT H I I I I APPLICATIONS MAY USE, I.L.O. L6a I ROOF/FLOOR SHEATHI�TRUSSES I 1 (2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS � WALL STUDS. f I I i � i t f I I HTT5, (1) PHIDIS OR (2) PHD2's. IF t I.L.O. 4x4 POST. (3) #2 SPF 2x4'S i i, ; _____ I C . EPDXIED ALL-THREAD RODS w/ ;I I FOOTING(SEE TYPICAL WALL SECTION) PHD2's ARE USED. MATCH HTT4 ATIR ---.--- -_ it i I ."�, 0 CORNERS DIRECTLY BENEATH I � . WALL SHEATHING PER TABI F 2"x2"`x1/8" WASHERS 0 24"o c, It i ____ I SPECS- IF OVER Ist FLOOR BEAM, . I BEAM WHEN 6x6 IS REQ'D. I BRACING NOTE& �� , � 1111 0 1.1. I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.C. I I SEE SILL PL. SHEAR CONNEC R If STRAP TO BEAM w/(3) CS16'a(31ply 2X4#21 SPF LEDGER . i I HTT16 & 5/8-OA5-1/2- EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR it ;! END POSTS REQUIRED). wl(4) .131 X 3' TO I I I MONOLITHIC-STYLE FOUNDATION I � I EPDXIED ALL THREAD 0 EACH I - SCHEDULE ON S-SHEET(S) i; I EACH INTERSECTING i I - APPROPRIATE BRACING DETAILS. I 1 SHOWN. SEE SHEET ST2 FO l� (3) .131 x3- I OR 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS . ; I ALTERNATIVE AS SHOWN ON . 1 I RODS. I RWALL DETAIL i TRUSS MEMBER - I NAILS 0 EACH ' I , APPROVED FOUNDATION :; . STRUCTURAL PLAN. DETAILS PRODUCED BY THE TRUSS ENGINEER. t I I NOT TO SCALE USE IM EN BOTTOM I TRUSS OR i I I TYPES/STYLES. CHORD!! ON LEDGER TO x 4. ALL FASTENERS i! H 0 1, SHOWN ARE.13lx3* NAILS. H I if � DIFFERI'34T HEIGHTS ; BLOCKING. I i ,!I 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I I; i .I BEAM-STRAP PER N/STI LION 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. . 0 I I ON OPI OSITE SIDES -,----,-,I- I ; I, TYPICAL ONE- & TWO-STORY WALL DETAIL I I ___ I 1� � � I I T'�7/16- A.P.A. OR TECO RATED I 1 ' 1 1 OF WAI i t ; ___ - �I - - I. 1, t I I il ! ..�� f :. SHEATHING W/6*/lro/c Eld 11 I; . �\� il� NAILING - 4 SIDES ! I NOT TO SCALE , ii 11 i (4) .13lx3- TOENAILS I III i PERMANENT ROOF & FLOOR LATERAL BRACING I I @ I 2x4#2 SPF BLOCKING 0 ' - ___ t 0 EACH BLOCKING I 1 1! NOT TO SCALE I I . I 5" < FROM EDGE OF 24 O/C. REDUCE � TO TOP PLATE OF @ . I i I T. BEAM ABOVE ii . I AX SPACING TO 16- a/c FOR .11 EXTERIOR WALL I -----J! i I SHEATHING/POST 1� V i I - I I , I -I SW2 AND 12' a/c FOR i i - -_ - � - I I SWI. .. LOW-CARBON STEEL NUT FOR Y2-0 �,� � ROOF SYSTEM - i - ; I i " MEN THE HORIZONTAL DISTANCE FROM THE 2x4#2 SYP OUTILOOKERS- H ATR ABOVE ROUND 'FENDER* 1. *1 ___� CONNECTED TO WALL .. , m ii I I WASHER ABOVE 3'x3'x9/64" . . . PER STRUCTURAL I _)_-I I I y . I PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-<16", 0 247o/c W/ , , 11 11 I I - I I 1i I ! . . . Z I I . i EXTERIOR If SLOTTED STEEL WASHER. ROD TO 1. J DETAILS. M , TYP WALL _/ 1 .I I TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 GEACH OUTLOOKER TO TOP . !I SW ( E)i i . I .I I � 11 1i 1 CHORD OF GABLE TRUSS OR END BE POSITIONED SO THAT SQUARE --� if i 11 ;I i � I I I, SPACING INDICATED FOR THE-X--BRACING, A � � � 1! MIN. 7/16- THICK (24/16 SPAN INDEX) APA- OR I i i It . i, BUILT-Up OR BOXED COLUMN MAY BE I 1 SINGLE"X'-BRACE AT THE PEAK MAY BE USED WALL TOP >. I 9. WASHER CAN BE TOTALLY ____ I �_ � I, ; I I, i DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I I 111. i I � TECID-RATED WALL SHEATHING ATTACHED TO I,�--j .I I Il ;I 9 USED IN I IEU QE 4XI OR 6A - ;I AND THE OTHER (OFF-PEAK) 'X*-BRACES MAY - OVERHANGS 16'!->24', 0 116'o/c SUPPORTED BY TOP x I . i I i � I FRAMING MEMBERS&BLOCKING PER TABLE BELOW. r i EKTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. .I . ADDITIONAL ROW OF 8d i I I I 1 BE 0MIIIED AT THE CONTRACTOR'S DISCRETION, / 0 I OLE - QU 30-35 1 . OR N. !, t BOXED COLUMN DETAIL NAILS 0 6"o/c TO DOU I -, TOR E NUT ABOVE WASHER TO BLOCK ALL UNSUPP TED PANEL EDGES W/,MI If I i _ I . � i FOOT-POUNDS AT TIME OF INSTALLATION 11 I 2x4 BLOCKING. 1! H 1 1 "`* THI G CHORD OF GABLE TRUSS OR END � Cn t : > EXT. WALLS ONLY (AFTER EPDXY CAJRES). I I it 11 1(9 CKING DETAIL I NOT TO SCALE FASTEN ALL ROOF SHEA FA TEN ALL ROOF SHEATHING (STAGGER NAILS BETWEEN __-1, i I 11 2ply MIN. STUD END POST(PER i I ; I i i � �� -_ I 2 1 I 1, I I NOT TO 5CALIE 2x4 BLOCKING AT ALL ROOF " OF U.TOP >. '-n" rIlP nARI F W I ROWS). _ 0 1, _,-STRUCTURAL PLAN) 0 EACH END OF;I 11 !t I SHEATHING PANEL EDGES WITHIN MR...L 4_D�ORTS w/8d ALL �i � ; S ; � �I I TO ALL 0 .SUPPORTS w 8d I ! i 1 1 f 1 1 4!-O' OF GABLE WALL. -a/c 2x #2 SYP BLKN'G BTWN I �i i -INDEX- SHEATHING 1/2 I :, ; I-,-- SHEAR-WALL U.N.O.. SEE DETAIL D-ST . _j I I! d OR ATTACHMENT OF POST PL . !� 1 1 _ NAILS 0 4 '' , ,i - _____ --- _.___ - - . _ - ----------- �! � FROM BOTTOM OF SHOE;IATE "I YS i - _____ - __ ____ - -- _____ __ - Ix3 .__ � - �T 1 48 1 _11--_ I I i I i :! . F �I -i-_-1, . / . , , - 1! I TOLERANCE: )14' PER FOOT OR 2" 1 _____ :. __TO_NA ! I,,,, i r � I i TO CREATE MIN. 1" OVERLAP I � ATR MAXIMUM OLIT-OF-PLUMB - I 11 ; i OUTLOOKERS w/-13 "IT I ONTO DOUBLE PLATE 0 TOP PER h 41- _T_ _P_ 1 1/2* WOOD-Tie I! � �a c TO ! ILS 0 6 .11 I - I I I ;; 1 (3) .131x,3" TOE-NAILS TOP CHORD or TOP > 6 i I FLOOR LEVEL - WHICHEVER IS LES ROD U.N.O. �2 1 . I 0 < - I I Rl�. 1* I 1 17� 7.�1'111 j, ' OF WALL. 1'1� WOOD-Ile ROD I r - 5-1/2- MAX HEADER PER STRUr,TURAL ; r 0 OUTLOOKER / , i r 2x4 BLOCKING AT ALL ROOF I 0. .... t i � 4- -4 I//- �. BLOCKING-M-TRUSS DROPPED (-3-)r) TOP CHORD I ;I I i . t +1 I ii ftT ; SHEATHING PANEL EDGES WITHIP' � I I I I I I !1 I : KING-STUD ASSEMBLY t #2 SYP DBL 7� PLAN OR TRUSS LA ! It-_ 0 1 1 I . WOOD TIE R PER i AT OPENINGS MAY SERVE ji TOP > �i ----,--.. , CH`%- 2x'L'OR-r ORAOING ON VERTICAL 1i 4!-O�,OF GABLE WALL - ------- ------------ ---..-----____-- ____ -= I I � � MIN. (1) ROW OF Od NAILS 0 ! I! t I AS END POSTS AT - ____ WEBS AS SPEC'D BY TRUSS ENGINEER. I 6'o/c TO TOP > - EXT. � I; ./STI 11 T --- ____L i . 2x, #2 2x 11 I ! - � ; I LAT 0 M M MIN. 2x4 #2 SPIF 0 MAX. 247o/c w/ (3) .1 31 x3r TOIE- 9. 2 .i i SHEAR-WALL ENDS I S -D CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES W " I 1 1� I 1 1 1 I I I I I I �; I .13lx3' NAILS 0 Vo/c FROM BRACING 11 WALLS ONLY. APPLY SHEAR ;I ,; NAILS OUTLOOKER-M-' WALL EDGE NAILING PER I I ==-- I i I I - I it 11 INSTALL CIBIL 2x I 9)lOd / WY(3) X3, i� I . I TOI'-NA1 PER D. TO WEB. ABSENT OF SPEC(S) ON � t I I i I[ il i i I � RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .1310" TOENAILS. q`t, I . 1! I I i I I �� i 5-1 11�" 1AX 1 ,4 EACH END OF ACH H 2x #2 SYP DOUBLE MP >ASSEMBLY E/STI WHERE REQUIRED. I I I I � � :; HOLD-DOWN AT EACR i BLOCKING IN "',� 131 SS Tc 11 0 i i i i � TRUSS ENG. REFER m 'Err. WALL F, L I SHEAR _,,-'I! OF SHEAR-WALL. PE it t FIRST TWO STUD BEAM TO POST. - SLOPE M MATCH ROOF PITCH. VAI I EY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .13lx3* NAILS. I Ii I I ASSOCIATED TABLE. "N",�1,1 i 17T-+ :; T 11�1 SPACES MATCH H it . I I INTERMEDIATE I I 2x4#21�yp BRA NG. LOCA 0 PEAK & SPACE STUD SCHE'D.' ON STRUCTURAL 11 . . I; � � if I KAt-I7ER CRIPPI FS - 2x4 #2 SPF CRIPPLES 0 4- O/C (MAX HEIGHT = 6'-3**). 44, 1 11,171ERMEDIATE FLOOR I FASTENERS, PER DETAIL . I, i 1 LOW-CARB i I I i L k, EQUALLY EACH WAY AS SHOWN BELOW. EXTEND 'X* DRAWING. USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR I I � . .. .-- . --. 1 ADJACIROT LLO. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > I RIDGE CRIPPLES - 2x4 #2 SPF 0 2' O/C (MAX q* I ON STEEL if SYSUM-APPLICASUE H A/STl TABLE. TYP. I I I. C -E(I FRAMIN PER ! TO MULTI-STORY t i % I 1! ; 11 -___I .q. I i COUPLER wl MIN. I%" BLIRLDINGS �I I I I - - . - H I � E= BRACES INWARD MIN. 8' FROM GABLE WALL AND HEIGHT = 6'-Y*). --- ONLY. I I ; ! ENGAGEMENT �i� ;f I 0 rn i I FROM EACH WOOO*Tie 1; 11 tt I I I 1 SPECIE FROM TOP VIEW OF '_1 NAILS FM EA SIDE OF*X' BRACING. MIN. (3) EVENLY MAINTAIN MAX a/c SPACING WHEN i . ; *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = 11'-2"). t If I! PT#2 SYP 4x4 POST X BRA ES PER CABLE END. WEBS EXCEED SPACING SHOWN ON 1: I !1 ! I OLUMNS TALLER THAN 10' OR ': �. I I I 9 ,! i. 11 IF CRIPPI F DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131 x3" it I I 11 MAX. X" BRACE SPACING: bRb§k+LMP CHORD GA13 G % 11 T I . . �1 . . . I r ROD. (OPTIONAL, i 1 STUD HEDULE. =MM _C i I I ;i i ii . i i LOCATE AS REQ*D) ! I INTERMEDIATE SHEA FASTENERS. PER SILL > i � I THOSE SUPPORTING ENGINEERED j I ENGINEERED RO TRUSSES Qff � H 1 TOE-NAILS TO EACH TRUSS TOP CHORD. i�__- � - � 1/2" dim / (i)MSTA:�Cl W/(24)110d . 'K2 PITCH - 8'-G'o/c TRUSS i ' - = 11 . 1; . WOCO-Tl.RODS - )�"dia. _ON I .11 WOOD PRODUCT. USE PT 12 i %,7,(�PITCH - 6'-O"o/c : CON�V�ENTIONAL RAFTEIRS/JOIST. 11 I L 't A307 THREADED STEEL RODS H SHEAR CONNETOR SCHEDULE _S- 1 1 \_�: ;��, drom - 7/16" THICK (MIN.) APA- i I It I ATTACH CR PP ES TO RAFTER OR RIDGE wl (3) �1 31 x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131 x3" TOENAILS. U) W 1; _�EET(S)_.. WOOD*Tle RISE I NAILS NAILED M PLATES _� (-ATR-) LOCATED AT I U.N.O. I I 11 SYP 6x6 POST. (U,N.O_ ON I � � RIDGE USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). I I it "I TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS I I I I - 1�, I , � � LL it =. K, N 7% N t R Ld 6- AND BLOCKING ON INSIDE STRUCTURAL PLAN) I TECO-RATED WALL SHEATHING. O SI FACE OF j - MATCH NAIL SIZE/SPACIING xi- �.__- I NAIL IDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3" TOENAILS. => ,I I EXTRA ROD REG. FOR SHEAR-WALL HOLD DOWN IN . I I I- I OPENINGS LARGER THAN 6'. I I 1 1 1 -I DESIGNATED FOR WALL BELOW I ;. 11 I RACE TOP CHO BELOW OVERFRAMING w/ PROPERLY ATTACHED AP ATED SHEATHING PER DETAIL�l "INDEX" SHEATHING 1/2" FROM DIATE AND Wo/c (EXT. WALLS) or I ADDITION TO ANY RODS USED FOR UPLIFT. 1 1 1 Z 2x4 #2 SYP LATERAL BRACING _/ GABLE. BLOCK ALL PANEL EDGES. . [:� . --- - ---. -_ - < X >- BOTTOM OF SHOE PLATE FOR SILL PLATE i i; I . �It !I 11 I 4�o/c (INT. WALLS) � �1 , If � POST TO SLAB CONNECTION WI 11 w/(3) .113110" NAILS INTO EACH BALLOON FRAMED 1 4W.4f&e"L -VALUONVFIIU,5** (IN mUSS INbIALLAIlLIN FIACKAULf t'UK VIZ&ftH IE!6�?tAj8jdLJN. OISTURE PROTECTION AND M SHEAR I I i I TH I I I 2x4#2 SYP -CATS-0 D �- � M i if I � � - PATTERN FOR THEREAFTER. SEE DETAIL � i I I,I I ji BEAM TRUSS BOTTOM CHORD. MATCH -BALLOON FRAMING MAY BE USED WITH I PATTERN . CREATE MIN. I" OVERLAP ONTO � F/STI FOR USE AT ENDS OF I 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT � ;i H � ASU44 OR ABJ66 W/(12) 116d I CONNECT END OF LATERAL BRACE TO I FOR I 2x #2 SYP CONTINUOUS 12"o/c ATTACHED TO I I DO BLE PLATE 0 MP OF SEE TABLE FOR I I ii I i 11 Top viEw oF ABOVE I SPACING&LOCATION OF I I BOTTOM CHORD OF GABLE TRUSS w/ I !EITHER ROOF TRUSSES OR CONVENTIONAL ij SPECIFIED SW(BEL FROM TOP >OF SPECIFIED SW(BE i I 1� i, . I I I TOP >?S W/(4) 12d U k I SHEAR WALL SEGMENTS. i NAIL SPACING i i I 11 i it il I i ADJACENT*X" BRACING. . IFIRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN TOP SHEAR-WALL TO ADJACEM, AT SHEATHIN TOP ry U) T WA I 1. � 11 (2) H2.Ve. 1-15's OR EQ. .I k � OUTSIDE FACE OF SHU HING I APPROVED . I SHEAR-WALL let-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS ti 11 effirilrm If BE CONTINUOUS FROM THE CHORD OF INDICATED . li I i. . IFRAMING MU,U PARALLEL TRUSS. ADD .131 i CHORD OF INDICATED ;/--COMMON NAILS & I BE -FLUSH- W/SLAB EDGE. FASTENERS AND I DESIGNATION - I i . . I I I I TRUSS CONNECTION. I ATTACH TO EACH : � I I I q ! . 11 2 STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE IFLOOR BELOW TO TOP PLATES IMMEDIATELY 'TRUSS CONNECTION. I ft SPACING. I PANEL I PANEL TRADITIONAL WOOD-11. I !I H I i 1ADJACENT. AND CONNECTED TO. M THE i x 3' NAILS FROM TRUSS BC I I 0 0 � I WOOD-TIS TRADITIONAL � ; � I I I ; ADJACENT TRUSS W/ _' " . I I � I I ,') C I I I I I I FLOOR SYSTEM TO BOTMM CHORD TRUSS TO TOP >ASSEMBLY w/ I ; TO 2x AND FROM 2x TO . � I . - I i I �3 1 d COMMON i i EDGES FIELD HARDWARE - RODS HARDWARE RODS i H 11 I i I 4 I 0- �z 1; 1 I ; I - ., OF GABLE TRUSS. SEE I UNDERSIDE OF THE OUTLOOKERS AS LL A I i I I it �. 'i, I> � .1131x3" TOENAILS 0 6"o/c & EITH 'IED M i TOP >- MATCH EDGE I SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSlt's ACROSS WALL SEGMENTS- ", i FASTEN STUD PLY'S T: 0 LS. __ I ER GA13LE TRUSS IS USED. IT MAX BE AOPVPE 1 NAILING PATTERN FOR I it NA � . 1 1 i I I !1 -t-TOGETHER PER DETAI � STRUCTURAL PLAN. MSTA12 STRAPS 0 48"o/c OR LTP4 THE INSIDE OF THE WALL STUDS AND THE B.C. . SPECIFIED SHEAR-WALL. 2x I I ENCLOSED 6mo/c 12"o/c NONE RECI'D. WALL 15' LONG- NONE- FLOOR SYSTEM M 15' LONG: NONE I - L � /�,,> �, � I 1�1,"I I I __1 I '� I x - I 1 !1 i O-STI. I � , I 11 PLATES 0 32"o/c. - ____ I SIMPSON *AT' (ACRYLIC TIE) I`- �. C i I- ,,, ".",I/ , ATTACHED M EACH STUD WITH (3) .131 X 3 1 MUST MATCH OR EXCEED _j ch Uj 0 / / it it / I ��_ I _ I I Z I 1! - SEGMENTS <15' LONG- (1) REQ'D. WALL HEADER OR STUD REQ'D. WALL 1 1 1 EN 2-PART EPDXY, INSTALLED ZI ULI I E !I!! I K� � I � PLATFORM FRAMED ___1' ENG. TRUSS ENG. TRUSS G. TRUSS HTT16 OR (1) PHD2 SEGMENTS < 15' COLUMN BELOW w/ SEGMENTS < 15' I I t .1 I -_'X,� �,,� LENGHT OF PER MANUFACTURER'S _� I / -STYLE i >ARTIALLY I !I 11 I I I .4 ,'� AND THE T.C. TO THE TOP PLATES W1.lJ1 A I . SHEAR-WALL. . _j I �',��-, I I - BOTTOM CHORD OF GA13LE TRUSS MAY BE 11 '1_r 3- 0 4"o/c IN (2) STAGGERED I 1i 11 SHEAR-WALL- CONSTRUCT,,' I " LONG: (1) )r LONG: (1) W, I I ""I'," ,�,� I ROWS. " i ;I i , ---) ,I , � I MONOLITHIC din I st FLOOR )rdla Ii "I' X SHEAR-WALL - C014STRUCT,,"I[ - a L I ENCLOSED I 45"O/C O"o/c i I I �, I _� � -DOWN AT 8 . I � FLAT, SLOPED, OR COMBINATION THEREOF, IN -�_ , F let OUTLOOKER IS � -� PER SPECIFICATION. EITHER� I I INSTRUCTIONS. U.1 FOUNDATION SHOWN I WOOD-Tie ROD HOLD ASE WOOD-Tie ROD � M!T 11 11 H I � I FOOTING (SEE 11 � I < I I a - I I i � I I PER SPECIFICATION. EITHER I FOR CLARITY, SEE I . III 11 I I I . 7 _j I I SHEET ST2 FOR ! SW2 (1) HTT16 OR (1) PHD2 i ALL INSTANCES: VERTICAL WALL FRAMING MM 1�� - ,32' FROM FASCIA I OR BOTH SIDE(S) MAY BE OR BOTH SICE(S) MAY BE DO-,i-- �l I (1) X*dlc (2) CSl6'?ACROSS (1) X"dia I I t i i OR ,�� " , - I, 11 i 4111- D J# LLJ 0 LIJ i ENCLOSED I EDGE OF 2x NEED NOT I SHEATHED. i APPROVED FOUNDATION it 4"o/c 12"o/c WOOD-Tie ROD FLOOR SYSTEM TO WOOD*Tle ROD - !I � BE CONTINUOUS FROM FLOOR BELOW M TOP -, 'I,' 1�' BOARD. DOUBLE let I SHEATHED. I I il r I' ( I i�� -T I I i PLATES IMMEDIATELY ADJACENT, AND BE FLUSH WITH EDGE i I 40 I- SIZE) � -11 --- -) -C M I I-,Z (5 TYPES/STYLES. 11 . HEADER OR STUD i 1�� I! I CONNECTED M, BOTTOM CHORD ABOVE. I I OUTLOOKER ONLY. '; OF TOP >. I ; < :2, D !. COL. BELOW W/lBt I i .1 i a ; I . I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A ! ,I -ARTIALLY I 1�'_ ;i I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A M i; FLOOR HOLD-DOW I I i i i D (D i 0 1 ENCLOSED 4"o/c 8"o/c H 7 O� il I I AT BASE il SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA � 161 1 1! it II i AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE Z, I CHANGE IN PLATE HEIGHT FRAMING DETAIL U.No. i i AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE . E m I I i� I SW1 (1) HTT22 OR (1) PHIDIS (1) Wdlo WOCO�Tle (3) CS161 ACROSS (1) Wdlo WOOD*Tie i 11 I i SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL F__ I . i � NOT APPLICA13LE MIN. 2' EDGE-j I SEE SILL PIE. SHEAR CONNECTOR SCHEDULE ON I ENCLOSED 3-o/c 12-o/c ROD (MATCH HTT22 FLOOR SYSTEM TO ROD I NOT TO SCALE I NOT TO SCALE it i LL_ I I DISTANCE � 4i 1 ;; I SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVEN11ONAL I I S-SHEET(S) FOR SILL>-M-FOUNDATION i EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 @ - TYPICAL GABLE-END FRAMING DETAIL - U.N.O. it SHEATHING. THIS DETAIL IS I I ROOF FRAMING IS USED. C) W < I I i I ROOF FRAMING IS USED, U ACHORAGE WHEN USING WOCO*rie RODS. ! w/3*x3*xY4' COL BELOW w/ist EMBED./EDGE DIST.) ____ -,- -_ -_ �I NOT TO SCALE 11 i I PARTIALLY ROUND-HOLE WASH- FLOOR HOLD-DOWN W/3'x3"xW FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING I- 0 I 1 i -it V) I I ! ENCLOSED 3"o/C B"o/c AT BASE r___� ON CONSTRUCTING A GYPSUM CLN'G I I OPTION #1 ; 0_HQN_._.j"') I DETAILS FOR MAXIMUM a/c I - D 0 �r- 0 � I 1� INTERIOR SHEAR-WALLS RUNNING PARALLEL M TRUSS A13OVE INTERIOR SHEAR-WALC9 RMKIM PARFAftLLLL to iRuss ABOVE I . . - ER - DIAPHRAGM. REFER TO REPORT ICC ESR �__�_SPACING OF BRACING. !I- EXTEND HEADER M KING STUDS I *= MIN, IT5�MNAJLMEA AS TRAP� 1 1338 & ESIR 1046 'GYPSUM BOARD L WOOD*Tie DETAILS & SPECIFICAMNS CH EN-D!0F_!EA_. S ,--,-/' SEE H.LS. '91 and SCSI 1-03 ! __________ ____ ry ,v- I _j 0 NOT TO SCALE 11 I 6LL UNDER-EAVES (SOFFIT) m INTERIOR & EXTERIOR APPUCATIONS.'. FOR ADDITIONAL ENGINEERED i MATCH EDGE NAILING � � !!NOTES-' 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO-RATED WALL I KING STUDS PER STRUCTURAL I- I : -_ 0 0 0 .-____ --------1 BE QMZR VINYL SOFFIT WOOD TRUSS HANDUNG. ! PATTERN --- ROOF/FLOOR SHEATHING - SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 1 1 PLAN. EXTEND ONE KING TO TOP 1, � � I � �----�-, -o-�-� �-- -1 FOR I -_ i I MATERIAL. RATED &INSTALLED INSTALLATION AND BRACING I 1 I I SPECIFIED SW(BEL 2x4#2 SYP NAILER M i - - I 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"xl2' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. i DETAILS&INSTRU � OF HEADER, INSTALL REMAINING .., � . . . - TOM CHORD OF TRUSS i 0 �z I ,� 1� ,) . � . - I BOT I 2x #2 SPF BLOCKING, AS REO'D FOR RADIUSED-TOP FOR THE APPLICABLE DESIGN `0 CTIONS, 11 HEADER PER STRUCTURAL PLAN. , AT SHEATHIN TOP /�/ / / / ,"I/ / R END. i 3) TOP >SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48* LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. I PRESSURES FOR THE SPECIFIC + ___ ____ 11 KING STUDS AS JACK STUDS AND . � . . � � � - CHORD OF INDICATED 1 16' W/10d COMMON 0 3*o/c. i PROVIDE FULL-DEPTH / MIN. 7/16- THICK WALL WINDOWS. w/(2) .131x3" TOE-NAILS PE 1 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP >OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24'3 (ONE EACH SIDE OF>) CENTERED ON I APPLICATION Qj V THICK � " lx4 SYP CONTINUOUS BRACING il STRAP EACH JACK M HEADER ON " ; I BLOCKING BETWEEN JOI T / / / / X 1/ / V) N , W i (a --_ - � j! UNSHEATHED SIDE wl(1) MSTA24 ._�,� : 'It� - - . 11 � -__� TRUSS CONNECTION. 1 MAX - THICK (MIN.) (24/16 i _4 / i SHEATHING OR STRUCTURAL HEADER, ADJACENT TO I S) EACH SPLICE. I (MIN.) APA-'OR TECO-RATED ____ wl(2) 10d M EACH TRUSS. . I �- � I! 1 7/16 � TRUSSES ABOVEE let S RY -�/ i SHEET-SIDING w/(1) ROW OF Eld 2" TOP >- PER CALL OUT SPH4-6-8 CONNECTORS WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR __ �, .! __<:� '_��... � i SPAN INDEX) APA- OR ; SHEAR-WALLS. ATTAC / / / / / / �, I/ / SHEATHING w/V/6"o/c DO NOT SPLICE - OVERLAP H PER PLY. n, N -- I ii I NAILS 0 3-o/c AT TOP OF AX TRUCTURAL PLAN. 0 TOP >-TO-HEADER 0 i SHEAR-WALLS NTH MINIMUM ATIR EMBEDMENTS (INTO UNTEL OR TIE-BEAM) INCREASED M 12" FOR 1/2"dia AND 15* FOR 5/8"diat RODS. ,��5� .. JOINTS MIN. (2) TRUSSES. 1 1 �9 i" ;, TECO-RATED WALL I - I t 6d NAILINa BLOCK ALL ____ I /;, i-! SHEATHING TO BLOC G SHTN'G (IN M TOP >) AND AT MAX. 32"o/c. 1 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM NSUPPORTED PANEL IEDGES. I ,_ __ � - '�-�_ EXTEND BRACING TO END OR !I I 11 � I ;If ENG. TRUSS i SHEATHING w/3"o/c 8d � I � I I 11 U -------A --I I ; �". .. 16' MIN. FOR 1 STORY 1 1 w/Bd NAILS 0 6*oKINAND I �1 NAILING. BLOCK ALL ; /c BOTTOM OF SHTN'G(IN M HOR. .., � I 1 ABOVE. REFER M DETAIL W/STl FOR OPTIONS.. I S & ATTACH. 1 I �� XI 2e MIN. FOR 2 STORY 11 ATTACH SHEA " i BLOCK NG M MP PLA / / /�/ / / / / 'o 11 I -__rs!il . , run �, 1___ft�l L, THING - TE NO ADDITIONAL >-TO-HEADER i I I 1 I I I ---- �, 1 FASTEN SHEATHING M HEADER W/ i ,: I UNSUPPORTED PANEL I w/0.131".,3. ME NAILS 0 ___ -7;1 �-f . M NAILER W/Sd . - I ONINECTORS REQ'D w/TRUSS .! I 1 I Eld NAILS IN 3" GRID PATTERN AS I I ,� EDGES w/2x BLOCKING. I 4-0/C IN (2) STAGGERD - I DRAFT R W : r I I 1 I I I C , - OR I I fa� �- SHOWN & 3'o/c INTO ALL FRAMING ��l / !to, i SHEAR-WALL - CONSTRUCT I ROWS. f 1, .11311x2i" ME il it ii /� � . .I.F t COMMON 0 3'o/c. ii UPUFTS 0,000f FOR HIGHER I TYPICAL SHEAR-WALL ASSEMBLY DETAIL If �11 I . _--, END-NAILS 0 KING-STUD 11 I �47 ./c Sol COOLER I 1 1 1, 1: �� I _ It :1 .I I I UPLIFTS USE CONNECTIONS AS I I! .. MEMEBERS(STUDS.BLOCKING, AND :� Tiow I I . � TO HEADER. 2x6 HDR --I �J-1 I I 11 NOT TO SCALE I , I � tt PER SPEcincA I _ I I I -nNUOUS BRACING IS FASTEN TOP PLATE TO SILLS) (TV). ,1� -- IF THE INDICATED i; ATTACH SHEATHING ;I SHEATHING BE ON OPPOSITE I � SPECIFIED ON STRUCTURAL PLAN. ,// 11, ��X USE (6) NAILS, 2xB & ii G tf� NAILS OR #6, 1-Y4" E CON it , :: I ! I DOUBLE TOP >OF ii LAP , - I � ; DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE I I HEADER W/(2) RO , I � j EMBEDDED STRAPS ARE I I I I . .1 I ,.-�__ .'\ 2xlO HORS. USE I�__- __ � !I -1 C 1: M TOP >!tS W/Eld i SIDE OF WALL OF BOTTOM . WALL �i ___ ___ I ___11 - WINDOW HEAD - APPLICABLE ONLY (9) i BOTTOM CHORD (AND. I OF 16d NAILS 0 Zr M 1: NOT PROPERLY 1! i CHORD NAILER. i il .13lx3" TOIE OR \-!TRUSS BOTTOM CHORDS MAY BE-1 a/c .. t COMMON 0 3*o/c. I I j i E � MEN WINDOW DOESN'T ATTACH \ AILS, 2xl2 &ENG I I I SUBSEQUENTLY, THE GYPSUM CLN'G I (TYR). x! FON . It END-NAILS 0 KING-STUD N - i i I 1 IN17ERMEDIATE (NON-CORNER) CAST-IN-PLACE AT I I . I . DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDIRS. USE (12) i (1) W0OD*TIe ROD ADJACENT M I ;� I! BRACED BY EITHER METHOD - IS ATTACHED M THE BRACING H 11. PORTAL FRAME DETAIL MATCH ��:l 1 i I ! : M HEADER. 2x6 HDR. USE il STUD POSTIF PORCH BEAM IS I it 11 THE CONTINUOUS lx4 BRACING h I .,. " TYPICAL SEE STRUCTURAL i i THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I I ; SCALE N.T.S. I t; (6) NAILS. 2 \ NAILS.. ii if RATHER THAN DIRECTLY TO THE +; THEY MAY BE ' !, TRUSS-M->CONNECTM."', Il ! x8 &2xlO SIZE&CONNECTION(S). I! CONVENTIONAL LUMBER (2x8, 2xlO, MP PLATE MAY BE NOTCHED M I I ! JACK STUDS PER � lw III FOR ADDITIONAL INFORMATION. i, REPLACED WITH HTT22'. '' SHEAR-WALL M A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VlA I i . � .1 ii (SHOWN AT RIGHT) OR THE RIGID I MAX 11 , 11 � k.!.� . I I SEE TRUSS SCHEDULE - I I I DATE / 3.11.2012 : I I --------- t I ];A 11 CEILING DIAPHRAGM (SHOWN j TRUSS) THE MAXIMUM a/c SPACING I I STRUCTURAL PLAN. HEIGHT CONNECTORS, ETC. : AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE I TYPE (DTL A/STI) i HDRS. USE (9) NAILS, 2xl2 \-(I) MSTA-SERIES STRAP I 2xI2, ETC). (1) WOOD*TIE ROD ALLOW PORCH BEAM TO BE LET IN M � I ! i &ENG. WOOD HORS. USE OU M THE UNDERSIDE OF THE HORIZONTAL ! I _A�l -,�F_-�:------------- i i ADJACENT M EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4#2 SPF _V_ LEFT). III OF THE BRACING IS 24*. i "' " . � H !I jj STRAP TO HEADER ON IO'-I it jr1% 0 EACH JACK-STUD TO I I I POST IS ADDED M EACH SIDE OF .� ,..'I Q. rf� o!oj - EMBEDDED STRAPS �I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL i - ) JOB No. ---" --------- PORCH BEAM IS ENGINEERED LUMBER t -_f��INTERMEDIATE WINDOW HEAv HEADER. 2x6 HDR. USE :1 I it UNSHEATHED SIDE wl 1 11 FOR A PANEL SPLICE (if needed). ; S71JDS/SHEAR WALL Y1. -1- ; I! i I . I I I '___,. , !, WH4A%'CHORING RODS, PER-/' 0 - 12" STRAPS, 2x8 & I 1i (LSL, LVL, PSL. ETC.) 11, PORCH BEAM M SUPPOR, 1- - 11, I H (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, I ti -1-j MUST BE INSTALLED w/ a L FRAMING PER PLAN �/_ I I I I DETAIL B/STI, EACH SIDE OF ,� CING METHOD APPLICABLE w/DETACHED 1?xl 0 '� ,� ADDITION. (1) WO0D*11e ROD SHOULD I GYPSUM CLN'G DIAPHRAGM METHOD .1: : ' ADDITIONAL PC. OF #4 I! I I TRANSOM(S) ONLY. SEE TABLE HORS USE 18' STRAPS, i i &OCCUR WITHIN 24* OF I i I 1, il ' U-1 REBAR I 1 _fl0N # SQ.F;i� EACH OPENING. WITHIN 2" OF ��, ' 'I ,� I (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN H . .� . OPTIO _4 DETAILS 'I -STUD ASSEMBLY. 2xl2 & ENG. WOOD HORS. BE INSTALLED M EACH SIDE OF I , MID-HEIGHT OF WALL I PER SIMPSON il OP JACK-/KING I 1 `_ I PORCH BEAM AND (1) MSTA24 SHOULD I USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) ii 7/16- THICK (MIN.) (24/16 SPAN Z - . �. �W I.J. INSTRUCTIONS. ** I I INTERIOR OR EXTERIOR SHEAR-WALLS RUNNING _.FOR USE 24* STRAPS. It i - ;i I _ I; 1��, - INDEX) APA- OR TIECO-RATED � l�, NJ �! INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE I I I I BE ATTACHED TO (1) FADE OF EACH I 11 I PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR 1, I �- i e, � -V -F 1ILL _� I " I -_ I WALL SHEATHING. BLOCK ALL ,;,16" MIN. FOR I SMRY I i I i � 0 R%n 1 -6-8 CONNECTOR I , �, TOP >CENTERED ON THE JOINT. i :_" / 24' MIN. FOR 2 STORY .1� 11 VERTICAL WEB 6* TO V-6'. . P!ine .t I ne JACK- &KING-STUD(S) (1) SPH4 ; ', I I I, IN/ -� r, I - . PER CALLOUT ON .. 0 SINGLE JACK-STUD M I ----I- �,� I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS _-, ._� I i STHD14RJ S OWN it I renci A ,�E � . I OE >. USE (1) LTT20B t -1 _�� --- I I I NOT TO SCALE H .. � STRUCTURAL PLAN. I EAM MAY BE NO ,- I ANCHOR BOLTS I '! ,j� � -Pi ,�_��_ -1 i. APPLICATION REO'D w/STUCCO "" I I I APPLICA11ON WITH j r 0 DOURI F JACK-STUDS TO - PORCH B , -,__� - G 2:-- AROUND TOP PLATE PROVIDED ,, ," .1�, I ! EXT. FINISH. 11 I - t I .. ��W/7' MIN. EMBEDMENT& -WINDOW SILL - SEE TABL�E FO __ , I I - (2) STHD14 - EMBEDED . 2"x2"x3/16- WASHER (TYP). : I I L CURB WALL - 1� FLOOR -!�-+L e FOUNDATION. USE (1) �! I � 11 I ________1 cense THE TOTAL DEPTH OF THE !I I I - t, i 1 PLACE !I SHEATHING I INTERMEDIATE SHEAR SIZE &CONNECTION(S) HTT16 0 TRIPLE (OR MORE) 'I BEAM IS >9-1/4" UNLESS lw�� __ STRAPS 14* INM .. 3ply 2x( ) #2 SYP 2x4 RIBBON BOARD ___11 WIND - �7 JACK-STUDS M I 11 1 ME FOUNDAIIUN, UbL I I *EMBEDMENT LINE* ii R Q5GA Licen ' I NOTED ON THE STRUCTURAL I - � I AT BASE OF CURB !L 11Z� -1070 I TION. I - - STHD14U WHEN LOCATED 1, SHEATHING FASTENERS, PER SILL > ON(S) AND "I _I-----PT SILL>. I I FO FLOOR AND S O. E R I i 1"'�"_ I ��, � �_ f, � SH A CONNECMR SCHEDULE ---I/--- i- I SHEET. 1 1 ,_-_ �, � 1 7_& I I I 1=1 � WALL ,! �_.� TRUSS TOP CHORD i - I;-_-LDOOR(I -_:��_��- I 1 ,�� it SC Lic,ens o..22978 ON S TT'A/01D`L�_T a . I 1<� AT A CURB WALL(DTL I DOR � -SHEET(S). I .I If I -, ATTACHMENT. ,.� x I __1% I I - I INTERMEDIATE I I H I-"- - �_ , 1; I, ,-1� - I I I - 'END VERTICAL APPROPRIA ;� . �� >1 I 2/ST2) AND BEGIN I - I i! I "'" TRUSS I .�r HEEL/ This,dr ingnotvah wilhoutraised � �I TE !! I BOLTS PER H TRUSS BEARING . \,,, 1, -17 .i I A 0 ---m i . - � - -, 'EMBEDMENr AT BASE OF -F ciz), . ;5 FRAMING MEMBERS I : I F -��_�, NAIL POST TO PORCH �, , F L 1 1 1 OF TRUSS 'seat AND sKjned in BLUE ink , 11] :1 I i . I �� '_ <_ - � : , I , , , 1111_14� - , I- . /STI. TYP. I ", -_:� - CURB WALL � I I ,�, �, � \ . I - [-- __j ij I I N ACCORDANC - it � I � , HLAULK W/ I,1) KUIR Ur I -1 -_� � , , /� - It - I �, REQ'D PLACEMENT if I . I Wj In :i I -1��--b.od _,_� _� .I WALL FRAMING 10d 0 6"o/c FROM CONT. 11�hOOO N. Ponce De Leon Blvd. I I �' - t I .13lx3- NAILS 0 2- O/C. FOUNADTION PER STRUCTURAL PLAN. � . If -� � i it . . I-wm �,_' ROOF SYSTEM OF OPTIONAL(LLO. I 0 1, i; 2x4 M 2x4 BLOCKING i, - i � _ I 1, i � � I _,� I - , &<F I I MANUFACTURER'S i � : 1Z.) INSTRUCTIONS& 11 � I 1��, _ STHD14's) HTT5's 4� St.A4gu,sfine, FL,32084 if I I 11�1 _____ 9 I,I I� � � DIRECTIONS. � h I - _15� I __________�i_ I I ii I-,(904)-824--08W � I� 11 i i _,��_ I PORTAL FRAME DETAIL ; HORIZONTAL 2x4 SPF 12 j . I �� _ -___----__ it if . t --- . - BLOCKING BTWN TRUSS I I _-, - H , I I i i H t I i it \_2x #2 SYP TOP > 4 I I � WOOD*Tie ANCHORING RODS TRADmONAL METAL CONNE I, I j i I I ,T;__� 1\ I I it (2) ROWS OF .131 x NOT TO SCALE i� I ii .. . � - � ROOF/FLOOR SHEATHING ---_ I vumcH BEAM, SEE I i i � I I "I 9F G 1! I STRUCTURAL SHEET F i it t �I I!PLAN VIEW OF CORNER 3* NAJLS 0 6*o/c . SHEET . .1 i i i i %- THICK (MIN.) APA- OR __/ 11 �IDETAIL 1 1 TRUSS MP CHORD -____4 . . EXTERIOR WALL-OPENING,14EADER OR SILL 120 MPH,EXPOSURE 6 I i MINIMUM SIZE. I I � . I I O ,I I- - . M I SEE STRUCTURAL PLAN. I TECO-RATED SHEATHING w/ 1! I ----_ I - It . - -_ t W I it i X I ; MAXIMUM SEAN/QPEMN�FOR �, i FOR STUD SIZE/SPACING 11 I it . q I i t, I - I MEMBER CONNECT] P._:ICAREnr ti I . I I-,'- 6"/6*o/c Eld NAILING. BLOCK i HEEL OR END . 7 .- Gl�fll WAU HEIGHT 3 REQUIREMENTS. 1 I I . I /. EUD AT0EN,,,D,_ I! i I ALL UNSUPPORTED PANEL EDGES �4___-m-_K_ � VERTICAL OF TRUSS --- � � , 4OR 91 ;I H H I 2x CHIMNEY FRAMING Ti ;;I`�__/"1_ - .- - _ - - . . . 2�SPT 8' Lo�_ I V 12' i i ,, I < � EADER w/2x BLOCKING. I ii I �, � � TRUSS VERTICAL& 0 6'o/c 1-2X4 5-11" 5'-7" 5'-3" 5-0� 4'-10" 4-0.131 X 3-TOE NAILS 1 I STUD POST- NUMBER OF PLYS M PORCHH I MEMBERS - SEE STUD I. , / � 1! I MATCH HEADER. STUD POST SIZE 11 1! i 11 MIN. 7/16- THICK (24/16 SPAN . I . I , I t I i; ---..) � I INDEX) APA OR TECO-RATED WALL / / ,/ / / //. / /\,, __ __- 2x SYP BLOCKING w/.1131IX3 1 ,; TABLE FOR SIZE, SPECIES i �, I I // /0 /I / . I / _j131.3' NAILS TO 1_61� � I------ I ;! I /. ,/ , ST1 ; 2-2X4 8'-4" 7'-11� 7 7-2" 6'-In' 6-0,131 X 3 TOE NAILS I i i �- AND GRADE M MATCH WALL STUDS I if SHEATH CHIMNEY w/5/16- & MAX a/c SPACING- � :! / � // / / / I ,�/ ,I e NTERMEDIATE BLOCKING. ADD I __ ____ I - W, �. I I , I I NAILS 0 6-o/c M MP OF TOP I; SHEATHING ATTACKED TO FRAMING .1 /' 1; I _�_ UNLESS NOTED OTHERWISE ON 1. USE OVERALL CHIMNEY ;� I/ / 7 , / (1) MSTA18 S � - 2 11 HARDIE w/6-/B,- Od OR / .1 / �/ ,_ TRAP W/(7) 1-2A.5 8'-8' 8'-2" T-9' 7'-S� 7-1" C-0131 X 3" TOE NAILS I >ASSEMBLY&TO TOP OF i I ;! �', �/ .- / . /, __'I I STRUCTURAL PLAN. CONNECT PLYS 1: 1-i HEIGHT FOR >HEIGHT. ,1 " i I /I /. � / -, lOd/END 0 EA. SPLICE (CONT. I 2-A35'S W/8dXI ,'NAIL i; I !t PORCH HEADER ASSEMBLY. i I 7/16 1 OR �,� Z , , , I I I 2-2Y6 �� Il'-B" II'-0' 10'-6" IIT-I"j I! - PER DETAIL D/ST1. I! -ply 2x's AT CORNERS. .i I / / / . 7 // 2x4 MAYBE OMITTED IF(1) ; i i W/V-12" a/c. Sd . NAILING PER CALL TABLE � I � / /I / ' i I I _�� 4 1- ;I EXTERIOR WALL - * APIA RATED PLYWOOD _ 2 � --N--9-:�Nl I; 20i ��4 /� / //// � , / MSTA18 IS USED FROM il H _/ T 0 � , 1� � of 4 , d if DETAIL F/STl OR CALL OUT N �, / / I � I I i EXTERIOR WALL-OPENING HEADER OR S;L1 129 MPH,EXPOSURE C_ � FXTERIOR WALL-OPENINI HEADER OR SILL 120 MPH.EXPOSURE a 11 � IF THE HOUU E IS TIED DOWN USING 11 11 TOP VIEW I STRUCTURAL PLAN. ./ I BLOCK ACROSS EA. . I i I CONVENTIONAL STRAPPING, REFER TO THE i (1) MTS12 OR (1) MSTA18 I LISS) � MAXIMUM SPAN/PENING FIAI MAXiMUM-,PANI-ENING FOR I -_. 1 1 1 I i I MEMffR GWEN WALL HEIGHT CONNECTION REQUIRED MEMBER GIVEN WALL HEIGHT CONNECTION R�QU RED I STRUCTURAL SHEET AND DETAIL N/STI FOR I 11 2x4 #2 SYP BLOCKING BETWEEN __ TR l� 1 1 I: I I I - I / S LAP ;� ii I 'I AT ENDS AT ENDS �,�11 PORCH BEAM CONNECTION DETAILS. I, TRUSSES BELOW CHIMNEY WALLS 11 !1 I i � REO'D i I I - & (2) HTS20-S OR TRUSS-M->CONNECTOR, � ,:)REQ D 11 i . ;� CH MINE 11 4 .2.SPF NO.2,SPF �_� � I ; I, w I It 1 12' 8, 9' To, 11, 12' _�� 1; /(4) .1310' TOE/END NA __----- I I H I ; DOUBLE TOP >OF WALL 8' 9' I 10).... IT* ---7 ` if - I 1! �[ ILS (2) MSTA24-S FOR A 11 SEE TRUSS SCHEDULE FOI� I !I I . --- - I, -< ,,, I it IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR I � I, H ! _3 AT EACH END OF BLOCKING TO H TYPE (DTL I I ! _11, 11 I , I - 11 BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT F13C PRODUCT APPROVAL DOCUMENTATION. I �1 5'-',' 4'-8' 3'-9"1 Y-," 4-0.131 X 3'TOE NAILS I 4'-2" 3'-8` , 3'-4- I ,;-0 2'-9' 4 0,131 ,X 3'Tor NAL1,5 11 __<�_ I I I TOP CHORD OF TRUSS OR RAFTER. CORNER OF CHIMNEY M H 1 i I 1-�'X4 1-27=4 i . h __,-' / RECTANGLE CHIMNEY 0 EA I 1 t I I i H I I . i I I I I I 1. . - 8" 6 1 '. , ., 1 `�'," 1 41-t` 41-2 C-3.131 X 3'TOE NAILS 1 1 i AT CORNERS OF RECTANGULAR RAFTER/TRUSS MP CHORD i STUDS /SHEA! OUM45 ' I I INSTALL WALL SHEATHING PANELS I 2-2X4 - _ _5�-_7-1_5'--,- 6-0,131_X3'TOE NAR-1 - I,'-2' 5-6. � - - , '<�', I�� , 7'-V 6' 2-2X4 , , -_---- I - - __ 5,-(j I I �, -2Y6 -4- -11"1 C-2" -7"1 -2" 6-OA31 X 3'�' IS -2XI3 ,'-2" '. 1 4*-6" I 4'-2' -0 131 X 3'TOE NNLS I CHIMNEYS. USE 2xEl (I.L.O. 2x4) - OR 2x4 BLOCKING BELOW. I; FRAMING SEE STRUCTURAL PLAN. INTERIOR OR EXTERI -WALLS RUNNING -LENGTH) I 1 7' 6' ,' 5' 5' -C NAIL 1 IS 5-3, t 6 "/, ;TH LONG AXIS(El -_4--7,--� - I I.,- I I i w/(8) NAILS/IEND (I.L.O. (4) - � ; - I_I� 2-A�5S tt�/801 J_NAILS I ` -6 8-6 ?'-7" 1 W-10" I - i i PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS "11X6 i0`-_5--T--B 8-6 I �q I I � 11 5'-b- P-A35'5 W/8d-41 r NAIL'! !;1 ,-, i Le.�� I NAILS). I END-VERTICALS-OR- 13LOM W/2x I; i N I 1 I TA LE W/PLY C U / DD' To , HEDU USS 8 ' UPS -A` �SS I SC LE TIR & E C FN RD A S G' N M So N VE I 0 E N N E ' G R � I I i I I I � t ' I !)\NT2\2� !" 'N' \\,��-', ,\ I V I I I I I I i i i 1 21 a i e*6 I DIAG' BRACES / : TERAL 20, ,S_ '2 f15/8- � - = I I 4111i*-',� I I . i . - � �_ 7i` i EIRACI�G REQUIREMENTS. ED- SED V` i 8 I I ) q I - ' M WN ,jrjEB 5,\`I, "/�> AYOUT OR , � Z )SIZ & EN INEER E _ , I i I I .I _Aq i � ,_ . G T T ___�+ I REN A , , (2) 2.( ) #2 Sylp TOGETHER _/(2) / T C _ I 2-- .' S A'GERE . 0-74� IN. �2� ,31.3 1 "_ _ M I _ '96 SPH4 6 a 0 MAX 6, 9__ , 4 ,_ - NOT REQ D IAH E "5_,�,I, L7 ANCHORING RODS Ct_ _ , _� ," _ ,_T ", �, , P FL= D ;\� Z ) - &, 11 , "', " ,/, +11 11 I I 111, I'll �= __/ 1/11" 1111", I I�_I,:---_= Pieces 21 -�__�, a/ � _ 12c-�" 1�__ ! � � � _r i i , � ,��, I t � � _� I T- -, 'i I \% � I TRUSS TOP CHORD OR RA��S�IDL_MEK CHIMNEY FRAMING DETAIL 11 we SHEAR-WALL BRACING DETAILS FRAMING M PROVIDE MAX. 16'o/c - - U.N,0, 11 11 S SUPPORTS FOR SHEATHING. ** _11111111111111111 S TYPICAL OPENING FRAMING DETAIL PORCH BEAM-TO STUD WALL DETAIL , )T Tj I I PORCH CEILING SHEATHING DETALL (TYP) NOT TO SCALE i I 1 NOT TO SCALE I I I I NOT TO SCALE I NOT TO SCALE i � 9 I I I NOT TO SCALE I I . 9 H @ @ ii I - I i I - I I . i i i - I it THIS DOCUMENT, ALONG WITH E ST1 FOR VERTICAL WALL CONNECTION. ASSOCIATED DOCUMENTS, IS AN #5 HORIZONTAL. !I INSTRUMENT OF ENGINEER'S it SERVICE FOR THE EXCLUSIVE USE 4" CONC SLAB W/ 6X6X10/1O WWF I TITLED HEREIN. OVER 6 MIL VAPOR BARRIER OVER AT THE PROJECT SEE T1 FOR VERTICAL WALL CONNECTION. CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): #5 HORIZONTAL. INFORMATION DERIVED FROM THIS I IV #5 DOWELS 0 CORNERS & 24"o/c 4- CONC SLAB W/ 6X6X10/1O WWF MAY BE USED ------1 #5 HORIZ. I FROM END DOCUMENT, AND/OR ASSOCIATED THEREAFTER - BEND AS BRICK LEDGE OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENTS, MAY NOT BE USED it OVER 6 MIL VAPOR BARRIER OVER I " MIN. it D, TREATED FILL 1SLOPE GRADE ALL DOWELS 0 TOP & BOTTOM, !I @CORNERS & INDICATED o/c SPACING #5 HORIZ. 6- FOR OTHER WORK(S) OR CLEAN, LL COMPACTE 1 X, EMBED MINIMUM 6" INTO FOOTING If 72" <L1 #4 REBAR CONT. 0 HEADER COURSE It THEREAFTER - BEND ALL DOWELS 0 TOP & FROM END OF PROJECT(S) WITHOUT THE 2� SLOPE INTO SLAB (GROUT ALL CELLS it - - ---------- /48 h FOOTING MIN. TiCALS. EXPRESS WRITTEN PERMISSION OF 00 DIMENSIONS A E BOTTOM, EMBED MIINIMUIM 6" INTO GRADE L SOLID) 0 / 72" INTO SLAB (GROUT ALL CELLS SOLID) THE PROJECT ENGINEER IDENTIFIED 1 . 4- 1 STORY 1 1111 FDIMENSION ARE #5 VERTICALS if BELOW. III! ------]MIN. DISTANCES CLEAN COMPACTED 6" 2 STORY j--! 1 1 @ 24" T T!—1 SAND FILL L= REVI DESCRIPTION i n/r qPA if I— CING III VERTIC 71 z EMBEDDED STRAPS I .__ — 24"O/C L TO 12 COURSES: (TYP. HORIZONTAL 6" W/O BRICK MUST BE INSTALLED w/ if (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 LEAN FILL AND COMPACT SLOPE OF I REINFORCEMENT): (2) 12 < 113-11/� COURSES: 1I Tr. 1 ORNERS & ) LIF 2 GRADE (M� (TYP.) — INSTRUCTIONS. ** C i - 3 DDITIONAL PIECE OF #4 48"o/c THEREAFTER - BEND ALL W1.7(MW11) LONGITUDINAL JL 13-1/2 < 15 COURSE& 8"o/c REBAR PER SIMPSON DOWELS 0 TOP & BOTTOM, EMBED MINIMUM 6- O/C. 3 W BRICK if It NTO FOOTING /12" INTO SLAB (GROUT ALL WIRES SPACED 0 16 11 8" CMU j FIL ALL CELLS SOLID. PROVIDE HORIZONTAL 5) CELLS SOLID) wl 3,000psi GROUT. It MAX. STEMWALL HEIGHT: REINFORCEMENT WITHIN 16" 1 ADD CLEAN F1 NO COMPACT 1 STORY FOOTING SIZE 4 1 STORY FOOTING SIZE OFTOP AND BOTTOM OF f. W/O BRICK 12- WIDE W/ OR (2)#5 CONT. *8" COURSES. FOR WALLS > WIO BRICK 16"xlO" W/ (2)#5 CONT. OR (2) #4 1-11 IN 12" (MAX.) LIFTS. I , 1 1 i 1 1 MASONRY STEM WALL. .44 W/ BRICK 20- WDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 LAP ALL REINFORCEMENT MINIMUM 40 -1 1 1 8" COURSES HIGH USE W/ BRICK 20"00" W/ (2)#5 CONT. OR (3) JP l — - The DIAMETERS AT ALL JOINTS. 1 1 1— if 1 2 STOR DETAIL 1A/ST2 OR 1B/ST2 2 STOR 16- WIDE W/ (2)#5 CONT. OR (3) #4 W/O BRICK X10: W/ (2)#5 CONT. OR (3) P B" CMUj GROUT ALL CELLS it it #5 HORIZ. NEAR MID-HEIGHT. DEPENDING ON WALL HEIGHT. W/O BRICK 20- fit- I" Ac-TILL W/ BRICK 24- WDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #4 24'xio W/ (3)#5 CONT. OR (4) #1 0 W/ BRICK SOLID. MAX. (10) COURSES. ] if (TYP. HORIZONTAL #5 HORIZ. 0 EACH TYPICAL FOUNDA11ON DETAIL TYPICAL FOUNDATION DETAIL ADD CLEAN FILL AND COMPACT I REINFORCEMENT): (2) T-4th COURSE Group NOT TO SCALE rl-I 1 -- ;---, I I- G NOT TO SCAM IN 12- (MAX.) LIFTS. Wl.7(MW11) LONGITUDINAL AFI.A&Ctmpti.. L . ...... WIRES SPACED 0 16" !—Il 1 ISTANDARD FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL Designers REINFORCEMENT WITHIN 1I OF EMBEDDED TOP AND BOTTOM OF Engineers SEE ST1 FOR VERTICAL WALL CONNECTION. 12"d. X 24"w. 2,500psi CONC. STRAPS MUST BE f 7T- MASONRY STEM WALL. F 655o Roosevelt Blvd. TING INSTALLED wl MAX. 2 COURSES --FOO w/ (3) #5 REBAR EXCEPT. TIONAL PIECE 5 1/2- WIDE CONC. SILL TOP AT MAIN SEE STI FOR VERTICAL acksonvifle,FIL 32244 ADDI ABOVE SLAB LEVEL. 2 d (904)772-6- OR AT-2-STORY WITH BRICK, USE 1 if I OF #4 REBAR PER SLAB LEVEL. TOP-TO-GARACE FLO WALL CONNECTION. if it VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING "w. w/ (4) #5. FL CoA No.29015 SIMPSON (1)#4 CONT. IN SOLID GROUTED if INSTRUCTIONS. WIDTH BY MORE THAN 2" REQ ADDIT10NAL U-BLOCK COURSE ANALYSIS) it TYPICAL SLAB 4" CONC SLAB W/ 6x6x1O/1O WWF OVER 6 M IL VAPOR BARRIER OVER Zo CLEAN, L COMPACTED, TREATED FILL TYP. VERT. 0)W REINF. 1 STORY FOOTNG SIZE :D SLOPE If /0 BRICK 16"xlO' W/ I CONT. —if,I W/ BRICK 20*xlO" W/ (3)#4 OR I CONT. zwv) Mi i I I M GRADE LI 11, Hll 2STORY 5' tTYPICAL FOOTING SEE 1/ST2 FOR 1 SIZE/REINFORCEMENT Lij It W/O BRICK 20%10: W/ �3�#4 OR (2)#5 CONT. w CLEAN COMPACTED I If if W/ BRICK 24"x1O W/ 4#4 OR (3)#5 CONT. V) * 0 SAND FILL it j_--il I 1-i if I I 00 V) 10<15 COURSES STEM WALL FOUNDATION 2-H I TYPICAL FOUNDATION FOR STEM WALLS NTH 10<15 COURSES & GW, GP, [I If I fill SW or SP SOILS to 30# PSF LATERAL LOAD IMENSIONS ARE 6<10 COURSES STEM WALL FOUNDA11ON DISTANCES I FOR STEM WALLS NTH 6<10 COURSES if FOUNDATION AT GARAGE FOUNDA-n0N AT GARAGE NOT TO SCALE NOT TO SCALE 1L _j 4- CONC SLAB W/ 6X6X10/1O WWF SLOPE 3/4" X 12" OVERLAP SLAB RECESS SLAB 3/4- FOR OVER 6 MIL VAPOR BARRIER OVER !I L COMPACTED, TERMITE i CLEAN, WEL 1 1/2- THRESHOLD EXP. JOINT I AT GARAGE DOOR 4" CONIC SLAB W/ 6X6X10/1O Wl TREATED FILL DEPTH = STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER 1 1/2" OUTSIDE FACE OF BLOCK) CLEAN, WELL C OMPACTED, TERMITE RECESS SLAB 3/4- FOR SGD o4" CONIC SLAB W/ 6X6X10/1O WWF TREATED FILL OVER 6 MIL VAPOR BARRIER OVER 4" CONC SLAB W/ 6X6X1O/1O W%F CLEAN, WELL COMPACTED, TREATEP FILL OVER 6 MIL VAPOR BARRIER OVER SAW CUT IN 115`05' GRID, TYP SLAB OCLEAN, WELL COMPACTED, TREATED FILL 1" DEEP WHILE CONCRETE If IS WORKABLE (WITHIN 12 HIRS OF PLACEMENT) 5* PICAL FOOTING 6 MIL VAPOR BARRIER SEE 1/ST2 FOR 77 7 CLEAN COMPACTED fit SIZE/REINFORCEMENT it SAND FILL It (2)#4 CONT. 4 1-=11)#4 CONT.—I it fit ':1 STORYr TYPICAL FOUNDATION 1 0 1 11 l I I ; — 1 I= i if Ld 11 1=1 if it 20" if It li it it �2 STI 6 D TURNED DOWN EDGE CONTROL JOIINT—FOR CRACK QONTROL WT 7040AA9 INTERIOR LOAD BEARING �0 NOT TO SCALE Tl FOUNDATION AT S.G.a. FOUNDA ON AT S.G.D. i NOT TO SCALE NOT TO SCALE NOT TO SCALE HOLD HDR. BLK. 4" CONC SLAB W/ 6X6X10/1O WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER if 4" CONC SLAB W/ 6X6X1O/10 WWF CLEAN, WELL COMPACTED, TREATED FiLL 11 1 1/2- OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL it 'I t"t, it TYP. SLAB 2 _'N 1-1/2" VARIES 4" CONC SLAB W/ 6X6X10/1O WWF i l ;; -. - . I I !Ili- I OVER 6 MIL VAPOR BARRIER OVER CLEAN, NLL COMPACTED, TREATED FILL MIL VAPOR BA RRIER I IN 1 it if - fill 5 )#4 CONT Ll 51 1�1111 (2)#4 CONT. TING SEE 1/ST2 11 TYPICAL I it 11 SI m/REINFOR CEMENT 111 i� (L000, if '11 STORY) =1111-11 TYPICAL FOUNDATION if 20" L �2 STORY if I lift ii, --if I it Hill LOAD BEARING STEP DOWN TURNEDDOWN EDGE D M NOT 70 SCALE FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT TO SCALE 0 NOT TO SCALE NOT TO SCALE If I Li V) HEADER BLOCK OR it D 0 0 FORMED & CAST @ STEP 4" CONC SLAB W/ 6X6X10/1O W`WF _j DOWN OVER 6 MIL VAPOR BARRIER OVER ry (1)#5 x 2'-0" OVER CLEAN, WELL COMPACTED, TERMITE 8"x8" CHASE IN VARI ES TREATED FILL CONIC. BLOCK STEM S WALL. TYP. SLAB r 1 . *------ SLOPE VARIE Ali =IIII GROUT SOLID GRADE 11 DESIGN RW AROUND PIPE GROUT SOLID 'ROUND PIPE --TL YPICAL FOOTING DRAFT RW CLEAN COMPACTED 1 1 L i ,- -I SEE 1/ST2 it CHECKED LAP ICKNESS SAND FILL - :.. � - ''I l H if FOR SIZE/ M =1 71 = .I 1,=11 fill REINFORCEMENT 8" MIN. PICAL FOOTING DEEPEN SEE 1/ST2 FOOTING 0 CHASE TYPICAL FOUNDATION FOR SIZE/REINFORCEMENT SCALE N.T.S. Hill LOCATION AS REQ'D TO I - -fit PROVIDE PROPER DATE 3.11.2012 FOOTING DEPTH. NON—LOAD BEARING STEP DO it C# NOT TO SCALE STANDARD (MAY BE USED AS SUNKEN SHOWER DETAJI SI D I ETAILS FOUNDATION Will UTILITY CHASE LOAD BEARING STEP DOWN I FOUNDATION W1 UTILITY CHASE 1 0 P ngineer: i NOT TO SCALE NOT TO SCALE In NOT TO SCALE cl."311L ..e ce lI t STANDARD FOUNDATION DETAILS SSIOn gineer STEM WALL FOUNDA11ON DETAILS MONOLITHIC FOUNDATION DETAILS FL am ic c lEi GA 0. t THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundation Note: Wood vertical construction shown atop foundation details for CIO ity. Wood, cmu, icf or other structural vertical construction I THESE DETAILS ARE INTERCHANGEABLE WITH THE SC LiGe o..22978 MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. Thirldrawing valid without raised STEM WALLS FOUNDATION DETAILS. seaf A."signed in BLUE ink if -------EPDX i TOP OF SLAB EXPANSION TOP OF POOL 000 N.,PonGe De Leon Blvd. (2) #4 DOWELS, PER TYPICAL \ 1 JOINT TYPICAL FOUNDATION -DOWN PER TAIL, CAST IN St Augbstine-F4 32084 FOUNDATION DE TO PAD 11 -------HOLD DECKING STRUCTURAL PLANS it if FOOTING OR EPDXIED W/ MIN. I (904)824--bBbI13 4 FOUNDATION I _z_ I i I ,, , ,, , I TYPICAL EMBEDMENT, CENTER 4" IN PAD (1) #5 VERT 0 EACH i X", SIDE OF STEM WALL i [CAL FOUNDATION ;I SLOPE FTN'G. PADS 6b X,34? & LA GER: TYP -STAND4Rb FOUNDAII SHEET POOL TO 16"-20" USE (3) #5 DOWELS.1 H HEIGHT CHANGE HORIZONTAL #5'S I If 2� GRADE ---------- SEE DETAIL BE CONT T, DESIGNED 0 16" 00 OUNDATION If SLOPE !---CLEAN COMPACTED REBAR if It << ii '5AND If GRADE I� FILL 1 #4 VERTICAL BY OTHERS. SLOPE 4 LREBAR PER F-7, LEAN COMPACTED Z GRADE rm ii CONT. REBAR SLOPE ST2 P 1 111$AND' FILL TYPICAL 00 GRADE --IT 1 11 4 _j 0 z ONT. mw 4 1 1 :�:_= ! I It /, ]l FOUNDATION if L SEE STRUCTURAL C _TDETAIL L of PLANS FOR PAD C,a xwo-i L---------i REBAR Dz a ILL 4 'I if FOOTING SIZE, X rL C-)_j 1?� 7 F` SEE STRUCTURAL < REBAR SPEC'S. FOOTING SIZE, D z CLEAN COM LOCATION & '--PLANS FOR PAD PAD BASE SEE STRUCTURAL _5 LOCATION & U W SAND FILL X\ PER STRUCTURAL PLAN 5 a- PLANS FOR SIZE. N HORIZONTAL REBAR REBAR SPECS. 4 % F CL LOCATION & 11 SECTION VIEW ETAIL VIEW 1`1 24- PER ST2 STEM WALL WZ 45- CORNER D SECTION AAEW FACIE SEE S If PER STRUCTURAL PLAN TRUCTURAL MIN. PADBASE REBAR SPEC'S. if NOT TO SCALE UILLAN COMPACTED PER STRUCTURAL PLAN J PLANS FOR SIZE, SAND FILL LOCATION I 7Z4 M 7, MI ;.n FOUNDATION 0 PAD BASE PAD FOOTING FOR MONO SLAB PAD FOOTING FOR--STEM WALL REBAR SPEC'S. NOT TO SCALE STEM WALL HEIGHT CHANGE PER STRUCTURAL PLAN NOT TO SCALE NOT TO SCALE FACE NIEW NOT M SCALE