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1839 & 1841 Taylor Way-2011 SFAT „ I I r r q t a I r it till sll a $I' i BEARING HE(( f5 Q-II-E C1, < Fes�'^;^' G 7,, (ON� [�AMI ALL OrIN A�[A� r 'I I � E : I I II '',.. '. _ l;, 5.a I�"I yl ,fI i , .. •. I, ,�',i” ,I � :: Is � i r , >. .., .. :� �. ... �.� f C {! Ali. _ 20-0-0 20-0-0 s £ Z c _ - L'a1 t 5 tt I1 4 //�c 1 r I 1511-4 ' c �.` li I 3 r: ! i 3-114 '.� 24 oc it � � ASJ } 1 c' 1`1_10_0 _ _ _, -,: 3 11-4 19104 It O ctJ r` G O O O O r wcdoil 1-- H F— F— O '7 tom. c.` r CI C) N F-KW1 v r - a -KW1 ,Z i;. e 6 I I, I } - � F03 E F03 GJOt � a, v, ,�` t1 cr - I' I r C GJ 0 F 03 } I n I FO 3 l' � ssu �I i• e - i i � I J03 I•• f L ri.. ^^ 7 t r r� 1 :I v FO EJO r F, I' 3 C �;�- J F03 a' �: c� IG gI 3' CI I': f F EJO 03 NOTES: I II , I k i 1 F .,I 03 of !, EJO I I I I I= i 1 1)REFER TO HIB 91(RELOM.IENDAtI0N5 FOR f HANDLING INSTAL , LATE ! I r ON AND TEMPORARY EJO s I FO ) a 3 I C REF Z. , ER i0 ENGINEER D E DRAWI ..: - FO3 NG5 FOR PERMANENT i,�, � a EJO BRACING RELd1IRED. I� ��11 I +'' i, - I 1 I F KW EJ FO6 2 F-KW2 O T.)ALL Ti(INCLUDING TRUSZEZ UWER F06 VALLEY O EJO EY FRAMING)M15T BE COMPLETELY DECKED OR REFER 70 DETAIL V105 FOR ALTERNATE BRAC! II. o d FO6 EJO tiG REOIHREMENFS. a F06 I E ,• o EJO N 3.)ALL VALLEY5 ARE 70 BE 6ONVEN110NALLY O O FRAMED BY BUILDER. N F05 EJO 1 l 1 1 a M 3 F05 l o EJO I I , 11 , O 4.J ALL iRU55E5 ARE DE5I6NED FOR 2'o.c. I. ),t 'I,I �}- EJO i O MAXIMUM SPACING.UNLE55 OTHERWISE NOTED. F05 }. " " F05 5.)ALL WALL5 SHOWN ON PLACEMENT I PLAN ARE CONSIDERED 70 DE LOAD EJO FO4 DEARW6,LN.E55 OTHERWISE NOTED. 6.)5Y4WITH HE TOPS BEING BE INSTALLED ,.I WITH THE TOP BEMG UP. F03 " EJO F03 EJO 7.)BEAMIHEADER/LW7EL NDR 70 BE FURNISHED BY BUILDER. F03 � EJO Ifq JO Builders F EJO I I I I I I r O .FirstSource ,, F E I a JO II Ill o I a I. 4 -0 _ ;I II 0 8 -0 - EJO 4 0 o I• � I I I I 1 l I Ja ck5 onvill e r I, 4 � N N N I t I '� P HO NE:904-77 - � 2 6100 FAX:904-772-1973 I.. � r r 1 1 r 4 GJO L m r GJO Tampa s ' c o 0 0 o P ,' L.L LL. O O O E 873 621 9831 FAX:813-628-8 us. � ::� , F, ,,} i.d I i II'.9' ;I .j � 1 LL_ 956 �a 3 II 3 6 0 3-6-0cdol J01 II rl ( o,(� Lake Cit 10-0-0 - - �/� ^7 M O PHON - I 9 10 0 9-10-0 IV-O-o l> U(/ �, O E.386 755-6894 FAX:386-755-7973 Sanford PHONE:407-322-0059 FAX:407-322-555 3 10-0-0 r � k , -,. .d I l F � 10-0-0) PHONE:850-&Freeport 5 4541 FAX:850-835-6835 'I f, -� ° � '. ,. r - E _ 1 ! :.I I! I" I � i. 8E IY $ AGHES HABITAT 1� a ! II , I I, EARL ADDfE55: 1639-1841 Taylor Wa Y Y � uoou: terlflu: � 1242 1/2 CANT-HIP MAY: Is. 02/15111 M5K ,.� I � � 1• 362855 1 I IftLnd deN;: L ere a TM IeN: I. r I I� 1 I�� � I� ' ,� i�i� II {•: ," ;� 1111 I I 363144 �;• F ' 362855 f I i I I 1 it11 6 If t I' e x t "5 k ,T. R- Ime 000 1G1\1,Ai-C i l"N"' k GENERAL NOTES: SPECIFICATIONS: (continued) CODES & DESIGN STANDARDS: DESIGN LOADS: ASSOCIATED DOCIb`tENTe I`z INSTRr1ENT�Eli SERVICE FOR THE EXCL ' 1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or OTHER FRAMING Florida Building Code 2007(as applicable) ROOFS �`' USE AT THE PRO.ECT TI service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall onl be Florida Building Code-Residential 2007 LIVE LJOAD 20#/sf N jj��jig jj/j jjij ji��j/j jar j j%jar?j/.ii!jji j ji NERIE-i I*o�IAT10N DE furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and spec cations depicted herein,as well as a 1.All structural(dimensionallsolid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber W/maximum 19%moistu a content. ASCE 7-05 DEAD w ! i�� �� ��� �� ����� �� �� ��" �� thorough knowledge of applicable comuction and safety practices requued to execute a design such as the one depicted herein. lI OAD/SHINGLES 7#/sf i i��� t8 T. NDS-05 DEAD, ��i i��i����ii A9EOCIATED DOCENT! II,OADlI IEE 20#/sf ri i� iii 2.All engineered wood beams shall be Trus Joist/1-Leve]JWeyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as mooted otherwise,and shall be installed in TPI 1-02,BCSI-06 DURA iijji� r ijj /ii1 uBED I=ole°t+ accordance with the manufacturer's ifications,instru^tions and directions. TI ION FACTOR 1.25 i i ii i aced at the client s re 5-t to ensure the structured acted herein is in coin Bance with Sections 1603 throu 1607, 1609 spec ACI 318-05 FLOORS �j j/ zoxE"i" /� ij�� i j uioRlcr S�oR PRDC1 2. These engineering documents have baser Pref qua » ^ eP P gh ii i i/ r� j./ �/ UTi•IOUT THE EXPRESS W and 1610 of the Florida Buritdin Code,and/or Sections R301.1 (excluding flood design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 WFCM-01 LIVE LOAD 40#Isf �i %� j ��� aloe with Tables R301.5,R30g6 and V,301.7 of the Florida Buildin Code-Residential. The en neer's sco of work is limited to onl rovi then sins, 3.All engineered wood posts or columns shall be Trlus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallamlll'SL 1.8E solid members,as spocified,or DEAD � �� �ii� ��� ;� EWI�I� g 8 gi Pe Y P �g ecessaiy seamy a ivalent,exp t as noted. Vertical st or columns eified on the framin lans and/or details as en ineered wood m n be built- eced to form ?I O ACTOR 1 00� jj w ��j/;,//�/i!ii ij%�j%jj%���ji % E► I ER IpENtI�IED sI drawings,details and specifications coney required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the cN eP Po g P g aY (°gather DURA the cified dimensions;the must be solid,one- iece members. Post or columns cified within these construction documdnts as dimensional/solid-sawn members- z ii �� �� /iii ZONE"m" ii 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 Y P DESIGN CRITERIA: CEILING /ATTICS ° xi ii j /i ri / M REV DESCRIPTIt en ineer's of work ifical eludes 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 woods�st without additional analysis or LIVE L OAD/NO STORAGE 10#/sf(non-concuntnt) o ii o i��� i��i�� %i����i������i�r. iii ji g • aced spec documentation re aired the en ear. i died herein,etc. as well as other Visci lines of en ' cerin i e mechanical,electrical,pluunbin eotechnical,environmental,site includin drains a etc. And, q by » BUILDING TYPE ENCLOSED LIVE L �'� o !i Oji �i i� / spec ) ] P gm g- 8�g C 8 g ), OAD w/STORAGE 20#/sf Zonis it _ ii i 1 �j N jj "r" jj/��/ /j �j,j j j� 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 " " BASIC WIND SPEED 120 mph(3 sec.gust) DEAD ILOAD 5#/sf i/ i jr �rr�ji r i . / r rotection infiltration and/or resistance•resistance to wood destroying organisms( WDO ),fire-resistance;energy efficiency,etc. The engineer further warrants that the 4.All nail: shall be with common nails,except as otherwise noted. All nailing not otherwise specified within these engined documents shall be as ified by EXPSOUlRE CATEGORY C � jj ji /ji //X ;,/ // ZOO ��� �� 2 p g sic i ii r i i "u• !jr y ii structured icted within these documents,to the best of his or her knowled e,coin lies with thea licable rtions of the aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheFlthing shall be nailed and/or screwed as specified and glue or other ad sives shall not be used in place of nails BUILDING CATEGORY II LO i��i /��iii /��� ii i i� /� i „' e p g P PP Po ATG SEE DESIGN CRITERIA ji /ijii�i ijjjij jjjji �/_ Oji iii no other claims,warranties or guaranteets relative to there documents with regard to their fitness for any purpose. Any data included within these documents that address or screws. IMPORTANCE FACTOR 1.00 DURA,TriON FACTOR 1.60 /jar%ii j�� �� ri i !i �jr /� 3 elements and the ific confines the aforementioned code sections and stated limitations is uurel incidental to the en rear's of work and shall be INTERNAL PRESSURE Coef +4.18/-0.18 SIESMIC N/A j;�j/// ///' j� ��� ' �/j��j P Y gi scope 5.All en eered coin nents,includin roof trusses,flour trusses,l-joist,etc.,shall be installed in accordance with the manufActurees specifications,instructions and r. /iii 4 responsibility of the appropriate entity r ire.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as 8m Po g J �� ��� �� ��� �� �j/ appropriate for the intended purpose. �� u" r. . I u directions• Oji zoxE i/ jj ZONE �% �i • � 6.All sheathin shall be either APA-or TECO-rated E °sure 1 PS1/PS2 Structural 1 rated sheathin NOT re aired ex t�slvhen ificall identified as such �� // / ri r� �. 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 g p f g q cep � Y } ,� /j, /j j,I / /�� � -i. .owner arehitex contractor site develo and/or buildin official individual& and collective -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 ege3 of wall sheathing shall be solidly j� �� ii�ii��j CASTILE( ppropriat rbuilding le1ation for the ssi ject site and the improvements located there Win. In no case shall the structure depicted herein be sited at an elevation less than blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick wheig SuPP��iced at greater than 16"o/c. GABLE 90NE«3"-CORNER the minimum prescribed by FEMA,as scribed by FEMA and enhanced by the local controlling authority,or as F�rescribed by the community engineering and approved Use of"ply clips"or similar edge support ms required at unsupported panel edges of roof sheathing less than 23/32"thick whom anPPo�B tile roofs. Use of"ply clips" � �O�s)'TiPrCnr Group or similar ed e rt is recommended at rted mane& es of all roof sheathin re ardless of anal thickness,for i roved aesthetics. Roof and wall ANW&GO.-"- ;. by the local controlling authority. Furte�me,the structure depicted herein shall not be constructed on a site meeting the cetera for or otherwise identified as a flood zone g anPpo uIIsuPPo 1• �g g' •g P ton e& ve or blocked. Some "V"unless these engineering documentsi specifically indicate the designs)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 beTess than 23/32 thick,with all panel edges supportedt,f > gro ) ROOF PLAN/VIEW zoNE"i ONTMORZONKS) Designer s design loads require thicker panels;see sheathing specifi nations for specific minimum panel thicknesses,required span ratings; fasteIIing information. Engineer s k A 4. The designs)depicted within these engineering documents haslhave been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an a led-stony veneer fini the APA w�ww.apawood.or recommends the use oil either 15/32"thick,32/16 an-rated ii ZONE"zrn/muDOEzomaFls) _ herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the designs) PP ( 5-h . ng "EZ" DIlVIENSION: or document nor of an inconsistencies between the desi s and documents and theap licable laws,codes,et al. However,should an rtion of these en ' cerin sheathing(Exposure 1,PS1/PS2) or 7/16"thick,24116 s))an-rated Structural I rated ea ing w en a sheathing is installed -vertical orientation o axis ; s, Y gnf ) of p Y g arallel to the studs on the wall see Technical Bulletin'TB-202 for additional information The discretion to enforce the afoMmentioned recommendation is at the sole ** 11 ** ZONE"3"-(9ORNER ZONE(s) " k ' documents be found to include an error Ar omission,the engineer,upon appropriate no ication,will correct the document(s)in a timely fashion without additional fee to P• ) f )• - 3 -rJ ` "'r '.r` the client-unless the error or omission erose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendatiormm:unless you have FIRST verified the ' for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so mayV result in the need to significantly enhance engineering documents or addendum thereto• the construction of the exterior walls. 5. These en eerie documents ma be used one-time-onl ,and onl at the ific site or location ident�ed herein. The desi s d icted herein m not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manuf*cWrer's specifications,instructions and N gin g y Y Y gnf ) eP 5-YSAU CO, 1 ! ' execute(a)subsequent structure(s)or eW ments thereof,nor shall the designs)be executed at a location other than the one site or location specified herein. directions. Alternates to the specif ed Simpson connectors may be used,provided that the alternate connectors meet or exceed!the specifications of the connectors) I I specified and have appropriate product approval and instillation instructions and directions- 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terns and conditions outlined herein. I i 7. Verify structure orientation with arcl�ectural drawings and site plan or Survey before commencing construction. Do not commence construction if a conflict is present. FOUNDATIONS CONCRETE&MASONRY i i � � 8.Any discrepancies between these entneering documents and the architectural drawings,site plan,survey and/or other data or information shall be reported to the 1. The foundation designs)depicted within these anginal ring documents has been completed in accordance with recognized sttandinds,recommended roil design arameters and acce ted en ineerin desi edures and is based u the best information available at the time of their tion. The desi s ictel herein R engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during P P g g gn P Pan P gnf) O l�"" p� _ . is/are intended to minimize differential movement resultin from the heavin of a ansive soils and/or settlin of subsurface sgnls. Itmust be that the construction,construction should cease&until such time as the discrepancies have been resolved. g g g is of the structmures?hal be a of O �) r foundation components will experience movement throul;hout the useable life of the structure. Subsequent owners and/or oceiliPan PPS O d azed consistent with the architectural drawin sand details video b others-that include dimensions, locations the soil conditions present and be advised,to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the constriction of / O O �' 9. These e n cerin documents have been prep g pro ' y opening / O O and other gicific information-which s been r licated into these a eerie documents. The en ineer is not risible for the accurst of the licated information partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements nearrithe structure that could affect future . O O -4-295 p' ape eP ngin 8 g �Po Y rep // O ,� i or for claims arising from the use thereof• performance. //j j/ O O O 10.Unless specifically depicted within fbese engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems 2. The foundation design(s)depicted within these engineering documents haslhave been prepared based on a relatively flat,w&ll drained building site featuring �)0' // / O O a exclusivel none ansive soil with an allowable roil bearin ca aci of not less than 2,000#/sf and a desi lateral load at-rte Pressure)of 60#/sf per foot of depth / O �` r=1 ! that may be intended by others and coulkl affect the performance and/or serviceability of the structure depicted herein. Y xP $ P tY gn f 4 / / O 9 y with arcual back slope. Should site conditions be advex a to-or otherwise inconsistent with the aforementioned parameters,eiuns4ruction shall cease immediately and c ' /// / O C O Wa f o d o t b e s cifications and/or the re avant notes video in. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided&additional direction►• // / / O U 11. These engineering documents should never be scaled ll raming sh ul be based n the stud a 1 ( ),spa 1 pro here // / . // O framing shall not be assumed based upoo the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural /// // / O O O drawings 3.Backfill should not be placed adjacent to the fomindaticfn walls until the walls have cured adequately to provide sufficient sti�8th have been anchored to the floor /�//j�//��/ O O O O'O system above or otherwise properly braced or shored to F�revent damage to the wall. %/ // // /// -* -� a /// /// // / . � k- -- ; H - 12. These engineering documents includle specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of headers,beams columns,posts, // // / ok Ali reinforcin connect fasteners,etc. This information s information of a similar nature that m be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the require&minima m 2,000#/sf roil beteg // // /// // O ! studs,joists,rafters,sheathing,footings; gi �� aY // / / , ca aci In the absence of a eotechnical en ineer's ort the site and soil shall be d to the satisfaction of the Buildin Official. / / / // / O ,.., ! associated architectural drawings. Add#onally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, P tY g g rep Prep 1$ // 4444 j///� //// .1 �. { within reason,at the discretion of the usier without additional review or analysis by the engineer,unless specifically prohibited by the engineer. tial centered beneath the associated // //// -/// / FLOOR PLAN/VIEW 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substaig lY / / / O O' ! multi le a es with cross-references. All es of the en ineerin documents should be reviewed and understood before usin column or wall,unless indicated otherwise. // / // O 13. These engineering documents incluc P P g 1?ag g g g // // ' . O _the documents for se. If a s of the en eerie documents istare missin ille 'ble or otherwise unusable,obtain coin lete and le •ble documents before / // ZONE"4"- irrERIORZONES) anY P ( )p�gnf ) 8m g 8> gi P gi / / O ,� �� 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 l(qcation of those steps,jogs and elevation // / - / / / CR ��@ EZ DIMENSION: t changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood&that some of these items may change // / /// O O o ** 1r ** ii ZONE•s•-9Irm/EOGE ZONWS) structured acted within these en eerie documents be executed in conformance with all re utrements of a authorities Navin during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically Aepicted herein and could require p /// / --- // O O RPM 3 -5 •14. It is the intent of the engineer that the eP g q g additional anal sis and effort should field revisions merit v / / // // / / occu an d acted herein. All contractors-includin materials and/or labor contributors-are re bre for the means and Y / / O 'o and/oir g sponse v constructs n Jurisdiction o er the P cY eP _ pC, / // / // / ,r •ct in and shall orm their re ctive functions in conformance with all a licable law num re ati codes and / / / / // O O i ed here PP s, es, gal ons, / / , ods of constructin the structured P meth g � 7.Extreme care should be used throu out the construction ocess to vent the movement of retainin and/or foundation wills until the cam lotion of the structural / / / // O �' `� � INCHES) standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been b?they have been Pr Pre g P / // // /// o O ' O up p MAX. ON-CENTER STUD SPACING(R approved,and c)(an)appropriate permits)hasJlmave been issued to execute the desi s d acted herein b thea o nate controllin authori (res or their deli s . system. It is the sole responsibility of the contractors}said labor contributors executing the designs)depicted within these enneerthg documents to adequately shore d / // // // O l V gn( ) `� Y PPr P g or gni ) the walls throughout the construction process to maintain.the integrity of the design(s). ///////j// / // O vi END-ZONE/INTERIOR ZONE: Furthermore,all construction arising frr>an the designs)depicted within these engineering documents shall be inspected as required by the suthonty(res)responsible for the / i ; issuance of any pernmit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statem 8, he buildin site shall be cleared of atm to soil and o unit matter beneath the Tanned stricture location,as well as for an additional five`feet or more beyond the CLAY CO. I_2g5 wn� F E I B L E FINISHES ( STUCCO gm g P Y P�se>until such 8 P r11 P I' completion)shall be issued for the struck depicted within these en ' eerie documents,nor shall the structure be occu red or otherwise used for an ;' time as the authori res Navin 'urisdiea•1on aver the construction and/or occupancy of said structure have confirmed the stricture is safe,sound and is apliance with all perimeter thereof. Unless otherwise indicated,all footinl;s and flat concrete shall bear upon non-organic,undisturbed soils coitmpacted to>t of snot less than 95% Fears; MIX 2x4 2x6 2x8 2x1° ,; tYf ) gJ of Modified Proctor Maximum Densi ASTM D1557 for a d th of not less than two feet 24 inches below the bottoml<of the footing or #Jt, E PLATE HEIGHT # applcable laws,rules,codes,etc.,and nsrstent with the drawings,details,tables,references and specifications depicted within these g documeniks Dry tY( ) eP ( ) W oMnaas #2 SPF #2 SYP #3 SPF #2 SPF #2 SW 2 SYP #2 SYP ;, GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shalt be placed atop non-orgamc,uwmdisturbed soils fwitli the on r s and labor contributors execu the desi s acted within these caring documents to determine thpropex thereof verified as previously referenced)and added in 011e foot(12 inch)lifts and each lift shall be compacted to a density of root less than 95%of Modified ;� s 16"/16^ 16^ria" 16^ria^ 2a^ria« 2a"mai" 24,n2�n "nay' 15.It is the sole responsibility of the coi�actmf ) > ) _ Maximum Dens ASTM D 1557 . These minimum ifications m be exceeded or su rseded b either a eotechni�al engineering report specthc to T 12"126^ 16"/16^ 16"/16" 24"124" 24"r2'd'' za "n ! erection procedures and sequences regaled to insure the safety of those providing time labor orad the Soundness �Y tY( ) spec aY Pe Y g JO la 12"116^ 12"/16" 16^/16^ 2a«ria" 24/2,01, 2a^ria" 2a^124^ of the structure and its sub-elements andlor eo ants throu out the Ga on Furtt►ermcire>it is the sole nsibili of the contract° s and labor building site or at the direction of the Building Official,res deemed necessary to achieve the minimum required(2,000#/5-f)soul;bearing capacity,but in no case shall the HNS Cp - _ " " " ,, " " " proem. resp° ty �) 1 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. as all of the structural elements and c rents depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these 1 r 8112' 8"/12" 12"126" 24"ria 24 ria+ 24124^ 24 ria ���* 12' 8"/12" $"/12" 16"124" 24"124" 24"/24<'' 24"124" 24"124" 9.All concrete slabs on ade shall be no less than the thickness indicated ori the drawin s no less than 4"nominal thickness An any instance)axed be laced la' N.P. N.P. 8"112" 16^/16" 16" '' 24"124" 24"124" engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. gi g f P (mimmurm) l0mil polyethylene(visqueen)bamer installed in accordance with applicable codes and standards. Slabs shall be i#emforced with either 6x6 W 1.4x1.4 PROJECT LOCAT =- 15- N.P. N.P. 8"i12" 1x"/12" 12"n�' 2a^ria^ 2a"ria^ ,fi 1! " „ W WM,la not less than 8"at es/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber len at a rate of 1 18.51 N.P. N.P. 6"i8" s"is« SRIF 16"124" 2e/24" 16. Yet-to-be-installed building materials-such as gypsum board( drywall )and roof shingles or tiles-placed on the floor(s)or roofs)of the structure depicted within PPS . these engineering documents shall be enemy distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of lb.per cubic yard of concrete,complying with ASTM C-1116. , 19.5' N.P. N.P. 6%6" 6-/8- 8"�8''' 16"/16" 24"/2r ■4 W 20.5' N.P. N.P. N.P. 6"/6" 6"/8"' 16"/16" 24"/24" �l��l _ the floor or roof;Unless indicated other within these documents,40#/sf for floors and 20#/sf for roofs. 2Ls' N.P. N.P. N.P. N.P. N.P. 12"116" 24^124" 10.Minimum compressive strength of all concrete used f or foundations,slabs,etc. shall be 2,500psi at 28 days. COMPONENT & CLADDING PRESSURES(in psf)• O �� documents shall be installed ,in a workman-like manner and in accordance with the directions and instructions I 22S Nd' N.P. N.P. N.P. N.P. 12"/12' 24/2 1 1T 17.All materials specified within these�g!nee $ P Y 11.Where indicated,cores or cells of block maso Cly shall be filled with coarse out or a vel concrete with a miniilnunm compressive strength of not less wnvn ROOFS all values n ative-i.e."UPL>FI") WALLS incl.Windows&Doors . # I'i' provided by the manufacturer,or as odmrwise indicated by the code or associa product approval document. '( Pe Prrca <6112 t C ) i m fi I ! than 3,000psi 8t 28 days. Mn Rf.xc <20' ZONE"3" ZONE 2" ZONE"1" OVERHANG OVERHANG END ZONES INTERIOR ZONES a , It ii ; : 18. These engineering documents have PrePg the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated , A �, n CORNERS END/EDGE INTERIOR CORNER INTERIOR DATIVE POSITIVE NEGATIVE POSITIVE MAX. ON-CENTER STUD SPACING(1'�► INCHES) n `'' standards and desi methodolo 'es rc&=ced therein)applicable at the time of the preparation of the docu ments. As the licable code,standards and methodologies are 12.Reinforcement shall be detailed in accordance with A.CI 315,Detailing Manual. Minimum concrete cover for all re inforciil ��be as follows: <10 -73.48 -48.04 -25.43 -104.56 -67-17 i I a�''I! routinely updated and/or supplemented;.the engineering may become outdated and invalid for use if the documents are not ssw miffed to the local permitting and a)Concrete cast against earth: 3" -44.82 33.35 -36.17 33.33 END-ZO��:JINTERIOR ZONE: i".; f , enforcement agency(and subsequently u for constriction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective b)Foamed concrete exposed to earth or weather 1%" 20 -68.39 -43.80 -24.49 -94.67 -62.17 -41.82 31.93 `+34.76 31.93 a I s E' i date of the edition of the code,standai�ls and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be ietuened to the c}Interior slabs,walls,etc.: 3/4" so -61.04 -37.87 -23,46 -30.84 -62.17 -37.59 29.67 32 so 29.67 in I S E S ( CCO et eII lneei W110 ma Sllbse eritl be eOtracted to update or re-engineer the structure(as deemed applicable)to the current edition of tbe atnQriede code,St811dffi�S 80d/Of ,100 -56.52 -33.91 -22 61 -70.65 -62.17 -34.76 28.26 X31.09 28.26 FINLSEI B�2IT. �4 2x6 2x8 2x10 �- r 13.All reinforcement shall be conform to ASTM A-615:Ind be de 40 G40 unless indicated on the lens and/or details as ode 60(G60). All longituidinat 1E #2 SPP #2 SYP #3 SPF #2 SPF #2 syIP #2 SYP #2 SYP �• ''a 'p�p` metlmodologies. In no case slmall these cllocuments be used for permitting or construction more than one(1)year after their date of original issue. orizontal reinforcin in walls and footin s shall be continuo around comers and intersections,and/or matchin corner> shy be u All rocal oNnv v f- #'i horizontal)reinforcing shall be la at g rices a mininmuum of 40 bar diameters 20" g and all vertical reinfogircin shall be EIS-C�END 8' 12^/16^ 12^i16^ 16^ria" 2a-ria" 2a"rad' 24^ria" 2a"ria^ L 19.Engineering documents such as theses depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution As such,extreme (h ) $ PPS sp ( n11ImiIlllrm lap for#4 and smaller reinfori5?mg) g 9' s-i8» 8"112" 16-Ile 24"ria^ xa^nab 2a"ria^ 2a^ria" O i � care and code-required factors of safety have been applied throughout their preparation in an effort to minimise the potential for errors,omissions and/or conflicts lapped at splices a minimum of 25". ry �p,� q, ���Zx10-� HEADER/BEAM GALL-OUT ^ 1V 6-/O 6-/O 16"/16" 2a"124" -rad' x4"124" 24"124- i ` % rovides o rtunities for errors and conflicts to arise durin the execution of the desi s. Because of the inhealent' of the a l r N r s^16" 12^i16^ 16"ria^ 16^rad' 2a"ria" 2a^ria^ I+ However,the very mature of the procesfs p pig • " g gnf ) 14.ALL concrete ations-includin but not limited bo mix desi mixin tran ortin reinforcin detailin and lacin lacing,curing and testing-shall be done i1," 'f engineer to foresee every potential dict,ambiguity,inaccuracy or oversight during the ppaaper"phase,opportunities do exist for the design to requite additiud alit 8 gn,, g> 5-P g> 8 8 P g> iz N P. N P. 12"116" 12^i16^ 16"/16�'' 2a"ria^ 2a"ria" once construction has commenced. Thin,combined with the relatively low fee(relative to the cost of the structure)associated with providing the eagmiaerirrgsaviiees as in accordance with the requirements and application of A.CI 301 "Specifications for Structural Concrete." NUMBER OF KiNf's-STUDS EACH SIDE OF OPENING t"back-char es"for errors or omissions contained within the desi s harem - NUMBER OF JACK-STUDS EACH $)IDE OF OPENINGS 14' N.P. N.P. 6"i8" 8/8" s^122''' 24"ria" 24"ria" 1 J -., depicted herein,causes the engineer to lbe unable to accep g gnf ) SIZE OF HEADER MATERIAL l"1 tjyp U•N•O,� 15- N P. N P. N P. 6"�6- 6/s^ 16"/16^ 24"124" qq (p 44 L i i 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. s I 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intedledusl�p��p�t of%c NUMBER OF PLIES IN HEADER 18.5' N.F. N.P. N.P. N.P. N.P. 8"/1" 16"ria" rad/ Y 16. Concrete maso units shall be ASTM C90-75,Hollow Load-Bearin Concrete Ma Units T I,Grade N-1,normal wei with a minimum ve ALL EXTERIOR HEADERS (2)2x4-I/7 UNLESS NOTED OT 19.8' N.P. N.P. N.P. N.P. N.P. 8%8" 16"116" W ,�/'� >. For cause,upon notice,the documents�a11 be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas or elementsoodamed Y g sorry , ype $m' a ' herein are prohibited without the expre written consent of the engineer. strength of 2,000psi(Fm= 1,SOOpsi). W%RWISE 20.8' N.P. N P. N.P. N P N P. 8"/8" 16"/16" + ALL INTERIOR HEADERS (2)2x4-1/I UNLESS NOTED OTH} 116E 21.5 N P. N P- N P. N P. N P. 6"/8" 12"/16" �� a ii !;i 21.These engineering documents have>beco prepared for the specific site or location identified herein,as relayed to the engineer by the client The etmgioeer hay trod 17.Mortar shall conform to ASTM C270 and be Type S. 228 N P. N P. N P. N P. N P. 6^I6^ 12"nz" u ''I:I(; resources reasonably available to him,based upon the information relayed by the client,to determine tbe appropriate wind speed and exposure for the spacmfie site or SWC - o.,�AR-WALL SErIT - REFER TO SHEET STl FOTO ADDITIONAL MFORII ION EXTERIOR STUDS SPACED AT GREATER THAN 116"o/c SHALL I �. 'I location of the construction depicted he8aln• Those resources reasonably available may include local government GIS maps and/or satellite imagery wipd maps 18. Grout,when specified,shall conform to ASTM C-47fi,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" B GSHEATHED WITH MINIMUM "(� NOMINAL SHEATHING, SI N M r{i f I'.`''` published by the local controlling authcty and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Officio vr=dy fhe and 11". ISE ARDLESS OF EXTERIOR FIldI OR SHEATI DE Cx ES ORIENTATION. { wind speed,e e and other design kriteria shown herein to be correct and oodercomphant prior to approving these documents sad sutborizing construe fimom them 19.Pre-cast and/or re-stressed lintels,manufactured b t�astCrete,shall be rovided over all o sin CMU walls,unless cified differently on the drawings. " DRAFT MES i 41 1 {,�`�� 'iI y, The engineer all not be liable for any:claims arising from inaccurate wind speed and/or expos»re designations based upon the site or location informatim uvided 10 him Lintels shall be of a ate size,siren and re inforc inert for the van an and roadie conditiionng. RSD IN PLACE OF A QUANTITY OF KiNG-STUDS M A HEADER OR BEAM CALL C TT , ,r°I ,IIi . by the client(or others),or for the aceumracy of those mapping and/or imagery resources raised by him to aid m designating wind speed s�/orercpoerae. gi g INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED �egpyE THE IE LINE . " 16 " MAXI UM ON-CENTER STUD SPACING IS 16"WIAEN USING 16 n OR THICK WALL SHEATHING. CHECKED LAP 20.Provide horizontal joint reinforcing in CMU walls at 16 0%vertically conforming to ASTM A82 and ASTM A167 Type 3t� F� INDICATES DIRECTIONAL ORIENTATION OF 6PECJ*IED FRAMINii $GALE AS N07I tY STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" OR 8" S' SPECIFICATIONS: " » MAY BE DOUBLED AND SPACED AT 12 OR 16 ION-CENTER, DATE 2282011 �,, s °. STEEL RESPECTIVELY. DOUBLED STUDS SHALL BE F,ISSTENED ' WOOD FRAME WALLS : TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. JOS NO. 11-02"1 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC Specification for the Design,Fabrication Erection of Structural Steel . c ,I 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be in (i.e.broken,pieced or"plaRfam-fia>=d*)Vd a Buildings," 9th edition. FRAMING CONNECTOR SCHEDULE FR 4MiNG-Ij _ TI / a - o r, 1 .I <<. fully braced by an intersecting Sheathed floor system. Stairs,Stair stringers and some iateimeldiate roofs do nott�as an intersecting floor system alai not be SQFT. t� ,," , "" asci to rt latfoim framin arras§specifically designed to do so and spe ifed as such by the engineer. All vertical wall framing(studs)shall be and 2. Structural steel shall be ASTM A36,except as noted below: u.1+°,TIe rwaTa ' i•wuaeawjw err LOCA Exr RatdATwue Ilxt�TlH-itiALL flbul�ATiON6 G1'Y WALL TIE-aEan/L ProjeFt Elvgint : a anPPPo P g a)Pipe ASTM A53 T E or S, B «etRAP o'N°'a S ' T� S � MM a eED Mal raN aDaE Debt raj►E►e® M N/MAx EDGE MSI EMaIED ED4t DIST , •. t'M�laa uninterru ted between ints of lateral§uPPOrt• YPe �,1'I;o „ i , P p° b)Tube ASTM A500 N2.s c5-)Sd�Erm cn)e:d Aeu-45-,-k S/e• Ii Iii s it Ii/b w� C� A Paine,P '�G`'�Gr iftl' 2.All top-and shoe-or sole-plate matelal shall be#2 SYP lumber w/maximum 19%moisttu a content. Shoe-or sole late material in contact With coca etar>oaaasy fa)ea w erD rlo)wd/EAaa LTT2oe vt■•fE.v 4- r s+ s>a• 4•.r:-v1•a•ctr� Q. h3/4"/b• n• na�EngineE r,,,,) ' , 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. we ro)uoer x hv2• e•iD 2-112•ar+c+af �'r 4•SPe+a s""r _ L' 2147: shall be essure reservative treated. f22)wd pr p slNr FIrsT S/S•• S-iu• S-vr 3• n• h3/4•/`• u2• G L 1 G"32 ,� pa ty coriespo g rhea fu)moa area x i-v2«TorAI 2x r22)iod „ t DOueLt I�T fs)5ro•• 5-112' }112 3 12• 3-V2 /4 12• acks" and"trimmers" -throu 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indiealod on the s tabie(s). 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exeeedt the ca ei of the ndin ASTM WM0 czm)Wd or r24)mod x I-Vr TOTAL i 3.All vertical wall framing(studs)-inatludmg J 8h p> ) cefu ud w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)low draz�diii be#2 A307,A36,SAE 1018 and Garde 2 bolts. LGT2 (16)wd Sa�aanes TO I*", SRrIi1.E HTTii a/a• ; s-im I-112■ 2• n• h3/4•/`" n• a � -�sa N,n;Q97 f14.)Yid TO a(DOST 2x fa)I" Doul"NTtW !2)5A4••� Ii T-A" 4• W 3-142"/4• it ` i F�� SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. - W16,Ali-16-2 c2)god x Nus•TO Tifaros,no)To a/POS 2x(W)isd TANDeM utile cu a/Sv,,. s-vr 5-112•: S• E>' h3/4•/b• wA 300 Q:.hl:,�onoi Lem 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shah be heavy hex ASTM A563 grade DH. f 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified the same wall, ezi pt wary that i'RT 40 rb)gad TOra. ---- In d sr�.r. e E r rtTs2 '/a°' 5-112' 5-112• 2• IV h344•/S- wA St.Au�stine,FL 3204 McTAe3 Cl u ioQW TOTAL 2x f32)Yid ■ DOUBLE EtrT22 c2)5/a , . Iii 5-112 a• as rLi/i wA 904 $240806 I " are specified as SYP and are also not d�rsignated as a shear-wall or portal frame wall may muse SPF blocking• 18TA24 fl8)moa TOTAL f111i x 3.1108 a vs•• r e" 3• n-vr 3-v2•/4• rs~Ir1• ( ) I c :i CORROSION&DECAY RESISTANCE: I "' S.In some instances,these engineering documents may include a specification for a column within a wall where the sire of the coluIIia exeoeds the gnf the wall as M5T31 r42)Yid TnTAL 2x rear.•+x s• pO,w s�� c2)7A9■.I r b-112« s• 13-112• 3-112"/4• I3-fV2• i 1.All structural members of wood or structural tom site;lumber either a to weather or in direct contact with the canto or sail-i.e.deck/balcony I«nTae r4r.)Ibd TorAI r2D)Ys"•x 3. 5- aRrG1.E dpi i,5-.. r 1,.112 h µ■ em frLAN NWA t SHEET r Ii specified either in the stud tables)or relevant notes. In such instances,any of the following three options may be used to resolve the 000flidiog thicica�es: a)The Po xPo I lelT6® c5s)wd Total 2x r2o)Y4■•x 3• be increased so as i conceal the thickness of the column within the wall;b)The ad'acent wall be fused out tris dridmeaa boards/lumber,joists,posts,etc. -shall be pressure preseivative treated to a level.rated for the specific application. Borate-baste treated wood shall not be used astfor i ooueLE NEWS c2)1ro•►. Is-112• e-Vr 4• See FL,w wA i r thickness of the adjacent wall framing tripy J mag { similar to that of the column so as to eolsceal the thickness of the column within the wall;or,c)The column a>1d adjacent wall may rea>tain diffeteat thidmesaCs andthe structural members exposed to weather or in direct conta<;t with the ground unless specifically rated by the manufacturer/treater and aroved adequate for the ce� r9o)Sd or res)�d ToiaL c24)),••x 2x" eLe Wwr.mn r• e• 6• r aor rL�r wA • m«..+.-.,,....:,,, column"wrapped"with a finish materia(1.e. gYP�etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the(hire application. Douai E►Shen c2)r• v 5" 4• Sm rL w wA emu&-b,-e rl2)res x Nur 2x fu)�••x 2K• F#�AHD22 res)Kd rib)rod NGT2,ii c2)3/4•• r n-Vr 3• sat PLAN eau• aforementioned options are considered tto be practical,the engineer may be contacted and requested to provide additional analysis to dine if m eagiooerad Wood LTP4 rn)Sd x I-Vr TOTAL (16)lod t o + , , WP or structural steel column ma bre used within the allotted wall cavi 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to r decay. MT4 c2)s/4w,. r e• 3• am PLAN 11 i• a I , fE ) y ty' AM eg)Sd x i-Vr TOTAL . ! 3.All fasteners(nails,screws,etc.less than V2" in diameter)in contact with pressuure preservative treated wood shall be either loot-dipped galvanized 0-IDG)of stainless i ET""z® m) 'x'-Vr• 1)UN$M lii AT f - a o f I' 1 steel SS . All metal fasteners&connectors a sed to weather and/or in contact with corrosive materials shall be rated thle manufacturer for tibili with the HETA20 (a)Iso x hIn" 2)ALL D ACR1 O t1E IEE 51eRt L•PO T, I iaTO.ar01lJD. aria �" / �� �',I, FIELD FRAMING ( ) �° by �' ��E, rROD aAtwtss e+eeDMSTaT, Enw aRa 2Sica=s wua �.��-.:_--....-...-....�_,.w..,..: . . ...� ammonia shall re the exclusive use LGT2-MAeOI�Y fu)Iso SiNIGEA3 To ti�Uas, -Daiwa Iarla m ns4111 i S" DERO a ATR UNO application and/or corrosive material. The exterior use o:F any material treated with a pressure preservative treatment containiit �re n)V4.1 x 2-V4"TITIN 8CMM TO WAIL 4)i i DIET DF 119411 s TD eE I'EA�s Tor� 01•Im '`.0 1.Limited elements or areas of the desi (s)depicted within these engineering documents may include the label or reference"field frame"or similar At these ooafmod of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require tl�exclusive use of SS connectors and b c•i)rod or iod x I-ur TO Ili FOU�DAT1oN OR cru W LL TO Tia s OF Tia ANC M REVIEWED FOR CODE,COMPLIANCE . . >,)Magi DIS locations the engineer has determined tt it is unnecessary to establish a demonstrable design for the specific application. These elements or maty iacbde fasteners• f4J 1/4►x 2-v4•TITEN SCiaEUIe To WAIL , ro DO®b NOT A}TLT AT amlm LOC-ATIONB T•E M1N r6)IOd or IOd x I-v2•TO TR)ab ,•Roil Tla LOaeR SIAe ATION CITY OF ATLANTJC BEACH stairs and/or landings,plant shelves,wiii�ws walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,nontypical oeastruction and/or �Tertts r4)V4••x 2-V4•TITIN&X11i TO W4I1 p R GTE;a TO aE aISTAum a AccaifpANcue Wrn1 accessories. As such,the engineer has dleferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to cede his or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-iV&AX,HGD,etc.)connectors&fasteners shall not be combined. Usi only SS fasteners with SS connectors. Nu, -166 -t,-2 (2)IOd x Ii TO TI •u ALL NAILS SEE PE her own desi for elements or applicattio�specified as field framing or similar. The designs)and execution thereof shall be in conformance with all applicable laws, Use only zinc plated/galvanized fasteners with zinc plated/galvanized connectors. a ,a+ef®1"e+r -- --_0016T iNIM SiiOaw ON Su EDas REQUIREMENTS AND ONDITIONS. rules,codes,etc. and shall be to the etc e>rted to the satisfaction of the Building Official. (A)u4•x 2-V4•TR�a B ", TO WALL a)411iM ADD �•� CiS)114••x 3"SDS TO TRL66, 1'I��•iS BFIaN T•N8 p{giFT C2)Ur•x S•TMIN 1-1i TO WALL W Mali i IST,ANCES OR 4.OR MODE RimWRE mm"Jim i•WALL 5.Re lar in tion and maintenance of wood,wood-biked and metal roducts used in structural a lications and/or used in'Outdoor or other potentially corrosive MTAPi ca)iod To FRAP111 i, es)MfNil p i S• DET(ON META-or 1411i ANCOM umo. RE gn spec P PP e4)1/4••x 2-V4•TMIN TO MAeor,sr Iu MINR7l1 I-Vr DIBTANCE rale TiraN SOM11116 D ': DATE: � l environments or applications is essential for continued,long-term satisfactory performance. 12)IM Nn•Iw 4•E DISTANCE FOR TM04 Fp'• L THIS DOCUMENT,ALONG WITH ASSOCIATED DOCUMENTS,IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE §) USE AT THE PROJECT TITLED HEREIN.INFORMATION DERIVED E FROM THIS DOCUMENT,AND/OR ASSOCIATED13E USEDDOCUMENTS,F1 �R Y k WORKS)OR F'ROJECT(S) WITHOUT THE E>00MSS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW 'i REV DESCRIPTION I rl 2 "If 4 - '1 E LLO rsrs 2 STORY 3 BEDROOM MODEL -ENTRY LEFT 2 STORY 3 BEDROOM MODEL -ENTRY RIGW 40 20'-0" 20'-0" 10'-0' 10-0' 8'-0" 2'r0" t. I -- --- ------- I RODS Alr MAX.W-4"0% :t RODS AT 1!1AX. 4'-3 0% + I 1 L---__j .L-----� ! 1 ST2 I I ST2 io 3 — lip F-KW I b — F-KW 1 I I I JmI . )HS' OR )MT 12's — 2) OR (2) $12*6 T $ I 1 I I 03- -T IP w (I) D• a -T -T le w/ 1) "T1 3 U- s F03 ROD4 2p 42 2x __ m3 - D 2 I 02 2x4 ST. _ _ 7pIV I —�j 8/10 ST2 ' 1 S ST2 8/10 I mo', -------- _ L. �_ -------- F03 U WALL BETWEEN FLOOR TRUSSES. ATTACHF03 1 ' T I Sl r ST2 I J0 'i i i i i J04 O O BLOCKINGTO F T 5 4 TO 'S W/ Sd ST2 _ 24W"xl&,D FOOTING i i = i i i 'I 3 F 3 �'� 3 w/ ' Q SHEATHING TO BLOCKING 4 FLR TRUSSES CONTINUOUS I I 12 I J0 J J04 r _ " " OC I 9'-10 1/2' t0'-t U2" I I 10'-I 1/2" -10 I/1' I i; i i F03 =,1 (L m rn .� . 4 TOP PL.MUST BE r---- i -i 1 i- --------------- ----� 8/10 i -----i = ;i I i Jm4 F03 - - --- .. 1 1 I __-__ I 1 pxTEND 12"MIN F EACH ENq qF 1 8/10 r--- ---------- -- — 1 I I I I. e I I I I � 1 I I 4 I 1 ST2 I— - - - - I ST2 ; ; v Jm i �� J04 STAIRWELL. _ I L--- ----------------- ----------------- ____J I 1 I ., I I J 1 ,V,,,II'' F06 � ------' i I F-� i i 1=-^W i i�--- ----� Fmb _ I I ( I I I t•-- -----I m i I i i 11 J U U i i i i i i r--- --i i U r--- -------------� 1 I r----------- ----1 I I 1 I I I I 11 1) 0 0 Fm6 If 1 l I I 1 I I I I I I I --- — '�- --- -- ---- cp -- —j I Fmb _0 I I I I 1 I ----' I ® d, -------- --- I — — i J , , L--_ —J I 1 L_________—_ II ___ ___ ____ _____ --`r --•^-------" , , 1 — = 1 lV it I I I It In cq 1 1 I 1 - - f05 ----------- -' L _ - u L lt ST2 i i--- ----- - I I I ---------------- -- --I `" i ST2 _ E E XX 4" CONC. SLAB REINFORCED W/ --- 1 EITHER 6xb If11 FIBER I --- � � - ' _-- F04 L BE FLOOR TRUSSES. ATTACH I 4 p i i i F04 0.RRIER I J - -------- ---� --- - C i i J BLOC NCx TO F TRUSSES 4 TOP fes W/ Sd +i) ST2 B 1 1 1 OVER CLEAN, COMPACTED FILL. I m r i i * * - - tp L 12 cam, 1 I SEE ARCHITECTURAL DRUINGS �, \i 7 3 5 E,4TH1NZx TCj I3LOGKINCx 4 FLR T .RUSHES O (�j w --- - F03 ST2 I I I SPECIFICATION$ FOR INSECT 1 I Jm �' J04 IIJITN 0131X3 NAIJ3 OC. - 1 I 1 AND DECAY RESISTANCE i TRI+if O-HDR ' O (1)MTS12 • TRUSS T100-TO-HDR--, F03 1 :r F03 1)MT • A I I I CONSTRUCTION PRACTICES_ Q - 1 1 SEES AND TREATMENTS TO : 1 0 REFS TO TO ' Jm4 8/10 1 i I i `-� i "CON tl " ' MEET APPLICABLE GLIDE , , TI , ST2 ST2 1 I ' REQUIREMENTS. 8/10 1 ; � O ws ST2 i Jo ON ON $ TION ' - Jm4 NOTE " ON E STI. NO " SHE $T1. • ST2 I -JO, L 2�'� .r J04 = Z L______ __________ __________ _______________ I 1 1 --------- I XS 1. /� � X8- /Sl I Q 1 G�3 ai I — r J ---------------- ----' --- -----------------� ® ml - - - _ _ * S AT MAX 4'-3"o/c _L. a e 1 3 * RODS AT iMAX 4'-3"0% yJ A/51 1MTS12 • EACH FLO (I)MT812 • EACH FLOOR- /S1 Z J I TRUSS-TOcTOP It' W/11 Ply 4 TRUSS-TO-TOP IE W/(1)2PI9 02 't I (2)MTS12's • TRUSS SPF 2x4 STUD DIRECT SPF 2x4 STUD DIRECTLY O (2)MTS12's • TRUSS T03-TO-HDR BENEATH EACH FOIA 15 BENEATH EACH FOIA 4 F015 ST2 ST2 T03-TO-HDR FLOOR TIMISS (EXCE • HDR). FLOOR TRUSS (EXCEPT • HDR) Z3 CONVENTIONALLY STRAP ALL SECOND FLOOR ROOF (j•1 I' BEARING WALLS TO STRucTU A AN BEAMS / HEADERS , lst FL OR STRUCTURAL PLAN w til W_ 2 2nd FLOOiR R LPL BELOW PER DETAIL : II 1 II �► SI _ (� A/STI. a}{? ICL DESIGN MEB SEPARATION WALL A, DRAFT MEB CHECKED LAP SCALE AS NOTED 3 FOUNDATION PLAN $1 3/1x0" = V-0" DATE 2282011 JOB NO. 11-021 SQFT.J"OAL - IeooF �` rotegt,Engineer: RER To awn�TRues NOTE SECTION ASSUMED fO ��0ft� - La tV e,A. Paine, PE SINGLE sYP 2x4 CONTRACTOR/BU I LE)MG sPN4'. TO STLI IC FROM - 2x4 SPF '2 STUDS • 02 SILL 11= (TYP.) TOP E TO bTUDB OVER = !V ngineer PLope TRIJ96 BELOA DALE 2x 4 8YP TOP B • . .21475 16" o/c (TYP.) OFFICIAL TO VERIFY R>�eR To Eger Fore REQ =' �= No.,10323 FLOOR 6WRA1141NCs 2x4►1 SPF STUDS w 12"o/a _ ,;ZrS COMPATIBILITY WITH (usT1$�MU6rBE WALL ANCHORAGE LEGEND nse Nc 229.78 �— SHEATHIWx ap�ecnY o le each ly. FIREWALL RREQUIREMENITS. °ONT1Na18 GTU STRAP VWx S'AT STRAPPS'D FLOOR TR" BASE OF STUDS� t �" DIAMETER RILL-LENGTH THREADED ROD ANGHf.�Ro f?e I_leon Blvd. 2x4 RIBBON BOARD s wABOVE/( )s NAL IN O FLOOR TRIM 00 FLOOR °ten O w/b" EMBEDMENT AND 2" EDGE AT FOUNDATION STM 4(6)10d NAILS INTO AND AND 3"x3"x10ga. SLOTTED WASHER(•FENDER St.AJbu&4ne,FL 32084 WASHER)ATOP UPPER-MOST TOP le ASSEMBLY_ TRJ86 FI3 FLOOR TRUSSES (904)824. 06 TO in DIAMETER HYBRID THREADED ROD ASSEMBLY. SEE ARCWFIREWALL 2xa GYP U99 10d NAILS•3.0/0 FROIM SHEET ,,,,rF DETAIL FOR ADDITIONAL EMBEDMENT AND FLOOR DOUBLBL BLOCKING TPLLATT s. ATDFOUNDATIOI� w1/ o- 6R1=DUCING COtJPLING2'TO E Ii�.wlop,o.►r-use aµ• TRUSS/ TJ I BOARD CONTnAIotO. IeOw MATERIAL AND CONSTRUCTION DETAILS. �� DOUBLE SYP STRAPS FROM FLOOR DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"x 1 - '�aa� 2x4 n TOP OFEXTENDTPKW EDASE M To WOWN AND TRUSS TO Nor E/ND1e WASHER ATOP UPPlvR-MOST TOP 1Q ASSEMBLY. �rm o prpul < 2x4 SPF 42 STUDS • fE(TYP.) T T � OF Plat PLANT seae o►� "'•'°°°Y°' 16" o/c (TYP-) 2x4 BLOCKING PER TPLAWBEAM 4 BLOCKWx BETUlEEN h SYr 2X6 TOP E's p�,MAPO — TI emb wmd NAILS•3'oda ' • " DIAMETER THREADED RDD ASSEMBLY w/4" euaasrw�ees flufc ARCHITECTURAL EMBEDMENT INTO FOUN—EXTERIOR UJALLDATION AND COUPLINGS AS i.. Of 12 unS w/ DETAILS. (2P5 CONT. f2�b CcNT. 41 8PF 2x BLOCKING BETWEEN � A T�l,U A T A I� G enc++ TRUSS. REQ'D. 2"x2"x�" WASHER ATOP UPPER-MOST TOP t� B FOUNDAITI�ON P R LL DE 51 TTP. FLOOR TRUO-6 BEARING DETAIL A ASSEMBLY. $� N.T.5. e CANTILEVERED FLOOR TRUSSES 6 !! t I' I 1 4>t ,i, #I 11 n it 3 � I M SHEATH I TRiG S E ATTACHMENT 1-1EDU Inb•THICK 04W(24/16, �, THIS DOCUMENT,ALONG WIT ' ad iRIHIG aHA24K PER INDEx)APA-oR TECO-IQAtED HEADER ADJACENT '" I �1 Rim.2 1 or'm4('mb) R F S f`�E A T H N wALL SHEATNING W cv RIOW OF TO TOP a-PER -64 coroEcroRs AT ASSOCIATED DOCIA 1ENT8,IS ! 1 1i r Fol-R MR 10.1 WIND __�.�Y_.,.�_A+ 24.O/C MAX) (wpported 1 "OU MAX ad NAILS•Yl AT TO OF 12'MN. CALL OUT ON INSTRUMENT OF ENCsINEER'! �', ,I 1 : NIC'1RNAI_BFUAtiC dia- (••+W�'"" (3)ROWI&OF 8t4TNYs!N TO TOP e)/WD AT bTeOCTtIRAL PLAN. a-TO-COIiJER POST I RING elm.vim"OVER 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAP-ING- !u ROW of Wd NAILS•6" Y AND•TOP SERVICE FOR THE EXGLUSII !1 , PRANK dta-w-2m SPEED& MIN.THICKNESS INT PERIMETEW Rt AL T APP.iN VERT APP. INT END � lid l li.s • s Cl HDR.). No ADDITIONAL -TO-NEADL"R•MAX 32WC. PER ICN,,16-2 dta. " `' BOTTOM OF sHTWG(N r0 1 I , PULL ROUND HEAD,MIN. EXPOSURE (SPAN INDDQ ZONE END ZONES ICATION UT STUCCO W1 STLICCO ZONE ZONE lu ROW OF •4•Or- • STAGGERED A6 e-TO-HBACM COPNECTORS �i11TSIDE CORER USE AT THE PROJECT TITLE T"LENGTH. STAGGERED, SHOWN,Fro PLY. 1aEREIN I6 OF211ATION DERIV IOd NAILS• • • I! IF < G , � i[�,�i� 19/32'CLOCK ALL PANEL 120 D 6'/12' 4'/4' / 15/32 15/32' 6112' 6%6° O NA � ` i�r FROM THIS DOGI�NT,AND/, } �� EDGES of WALL 40120 (24/16) 32/!6 3 16 STAGGERED, USE CONNECTIONS S Ae � � TBE_OR EPD-NIANL 8 ASSOCIATED DOCUMENTS,M, • o OPEGFIED ON bTRUG1UpAL =10 KINIG-STUD TO HEADER NTti PIAL.GGIES ARACE TO I IK I IDE NOT BE USED FOR OTHER S) CT(S) WITHIN 9LIN OF y FLAK TMW TO a CLIPS TO WORK( OR PROJE I s"�TM°'r'' 15/32" 6'/12' 4%4' 7/1 G' 15/32' 1513 G712" 6'121° GENTERI_INE • . HDR6.USE ta)NASO �!PT i' »MIN.WALL 8HEAIHING/. 120 C,110 D 24/16 32/16 (32/16) OF�,1F OE ATTACHED 70 SHEA'tHIED «F THE INDICATED EMBEDDED 23K10�E'IG.WOOD H1DR6 of WEB.CONNECT TO EACH 1TRU86 1 G p 9: NAILING MAY BE 32/16) 276d2 APFLED .-.WON. WEB WV(2)NAILS.INSTALL DIACs 15/32 . uLDLI FIDE sTRAP(0)ARE NOT PROPERLY ,to)NAILS 81DE OF Wf2H 61PACLEb•EACH END OF CONT. WITHOUT THE EXPRESS WRITT I eg L# " ov�FRw t20 a Ito C,8 / 6!12 6/6 6%i 2 6%12 -� (AST-ae-PL acE'TTaEr MaY eE = ENGINEER IDEM THE OJE( O I :, OUTSIDE CORAM LATERAL SPACE LINES a f MAX. PERMISSION OF THS PROJE( I PWiMAV t SEE AMS 100 D,C.B24/I (24/1 • a • OF GARAGE. REPLACED By THE FOLLOWNSI NAILINGROOlE SHEATHING PER • lU HR1TT (4A M6 -BEIR 8 ST1RAP• 20'INTERVAL&BETdeM IINDSI[:�>_� I I p SEE P/671 FOR BOTTOM CHIORo 1211x3"TOE-OR IJ'D-NAILS w i7SL NAS"! ) TAOL ,W/PLY a BRACING R15 '6. •KUNG-STUD TO HEACM, 2x10 FDI1'8.USE li' 1 1o IMiM 1M.! � (4).Mbi9•TOE-NAILS•EA TRUSS/ I 1 /N 2 2xW WPM USE(e)NAILS, TRAPS,22cR•EN6c WOOD FAV DE3C:RIPTIH7N UNL.E88 NOTED 1 5/b• HIDIt1.USE 24•STRAPA ,q ti, RAi•TER-TO-TOP a N ADDITION TO � tttlEO�OR 2x12 1 EMG.WOOD HDRS. i,i",I CONNECTOWS)SPECPIED IN CONVENTIONAL[SOLID-6.41 ) USE CIT)NALB. H-04DEDCGD STRAPS MAT T _ I SCHEDULE OR ON PLAN. TYPICAL. i 1 I ALL TRUSS 1 RA VER BEARING ASSOC DELEGATED •TYPICAL.CONNECTIONS•STUD PEE STRUCTURAL FRAMING PLAIU�FPR NUMBER OF PLS PA6TEJ WK)OD•1Hs APICHIOIRINISL NDS APA OR 124�� M OF 04 BRACE GL{NtT11Y AJC P LATERAL BRA E MST 8E MADE(61. a� { PONTS. ENGINEERING FOR TYPE11 i ,SIZE ( JACK-t0 K9dr'871& WALL SHEATHING-TO-POST Wr RODS,PER DETAIL EI/STT . LOCATION DEFh ED O UMNS MOM P PING E Pam DO SO SY 2 I TIM 8d'••12'o�c OR GRPOIM-70-Poe WALL OWEANIIIIG W 3 12•o/e bd F•BZ 5R'S•8011 j$ •TO-� COh1�lEGTORB ORL9NTA710N A• W/MIN 5d's•4"oiC.IF MORE IMwN 3 f•LY 6 ARE USED,CONNECT S ,WM14N 2-AT EAC44 END OF F NAILING,EXCEPT WHEN NOTED. �USTRUCTIAN6.« BY TRUGGCONNECT ENGINEER Tlal66Eg 11 EXCEPT AS NOTED ON STRUCTURAL PLAN(5) EACH OUTER PLY TO SHEATH Ag SPECFIED, SOCK ALL ISE-RJ VERSION 1 OF 17IM P1919 EACH l i 1 (2)2X[)•2 6YiP TOP e. PA61EN PLIES EVERY PLY N ADDITION TO'J PLY'S JA88ET'IDLY tbC01lNEgR PANEL ENDUES W 2x BLOCGING. �.� bTOK AT CLIR6 � 3 - # f UPLIFT(L55) CONNECTION TOGETHER W(2)ROILI6.13613•NAILS• 0-415 (1)W25 12-o/e,STAGGERED,W MR 24-LAPS CODER MAY BE (I)6THDT4r-RU CONNECTOR• Lo"TIONS, EITHER POST ASSEIMHL Y.ROD• WALL[BTL 2/672) 0-465 (U N5 W MIN (13).t3bt9'NAILS M Fro LAP INSTALLED TO EtIL3 JACO-ACING-STUD ASSEMBL \\ ��/> I Y- MAY BE UOLSD AT 4 0-145 (v NSMULTIPLE Y T 7o-Fau�DATiav a.coRNER SPHH4_i-6•MAXiMAX 32"o/e• i ai1�E OF eonsHFTW POg1 POST A88EMbl-Y-TO- NON-CIJRIy WALL IDTL 0-9�A (1)HIO• WIOOD•Tle ANCHORING;IRC2D6 PER Har TO>ISCAL.E FOUNDATION.(MAY 0E USED 1/8'12)LOCATIONS., E-TO-STUDS-NOT REQ-D WHEN Lill STi a 0.WHDOD•Tls RODS) t 1 Ii 465-930 (2)H5" I 1 145-1000 (2)Ha's DETAIL"TI INTERMEDIATE SHEAR BOLTS PER4 r 0-1000 (I)HI6/Hi6S TO TOP 22d)r!8RP BHIOE e W(2)ROWS OF STRAPPING wl MIR(IV)Ill A C A S T I L L C 0-100@ (I)FT512 TO TOP R J3bL21'f VENO/q bTACiQERED. 8[TSO EACH MYOFSI FEADCEiV EXTEND FASTENERS, BFIEAR GOMECTOR e �DOOrtA T, BE J I < S 5 C LAN HN. 0 23!32'APA-011 TE RATED Sf 'TAU."Ti,TRP. f,� 1 q TKa DEdCMG!24"o/e STURD-I-Fi COR)W q II BLOCKING,CONTINUOUS T CORNER,flLLPVG CONTRiIOUBOTHROUCiFtOIIT) FRAMING hEIMBEA R5 STRAPS ILD.STAID a, 6•/I6•o/e 10d NIULING f APPROVED 61 FOR TAUD8E5•24.O/C MAX # IRCRA" ( CCNSTRUGTICN ADHE8IYE (2T11d)BLOCKING(TYP)MATCH SIZE AT 871]'1-WALL APRLIO� 1' awrom 1 „Ilrr II HEADIER)a 4 STRAPS,•SILL • OF ADJACENT FRAMING(STUDIO). L 8 • WITH APPLICABLE ��(2 1Wd.l {�)Wd« TOM. ATTACK TO G r o E2c(rERIeIR STUD WALL Step -1 =-__ MATCH STET." dRADE. =--_= PTe1GLRAL.1$iT POR IDABeAR iYN1 ANC�IORJt+I�s ROD13 'y I II --------- QUAWTITY OF ALL 2nd 4 P`---_ tN67RucrloNs aF • MAI IFACTURERB ♦Ir211A : I'I TYP(GAl INTERIOR DEARIi"ICs IIL4LL II R.R STUD Cq.RA Nb W -- , I Ij DNiECTIOn18 i{ 11 I SMO IN NS Mill f HEADER PER BTRUCTIIRAI.PLAN H 0 Engineers a _ f, SEE DETAIL CJBTT FOR(VERTICAL) TYPi�,: Designers I-11 7 + n READER-TO-STUD OTtItAPPING 1 ADNO1®ON rt.era a (- _� FAR-LEVEL6TUD STI fFf u,ti1��attD _-_-_ _ L_ 11__1Y_ SPECIFICATIONS. H T W 0CALE TtxlFLDORWALL ° a.-t • OI COLUMN UID_ a I I WALL SHEATHING- r p 1 • N1Ef0'EDIA71:FLOOR SYSTEM- 1� APPI-ICABLE TO MULTI-STORY I AT EXTERIOR DECKS,LEDGER 1-3/41 Width Pl000l SECTION(ArBT)FOR FasTQN T�LooR 0m) 11 ; SEE TYPICAL WALL a 2- • HULL DINGO CPW Y. SEE F'1-ATN LAYOUT, ( BFHN.L MATCH JA6T DE?•TN tMtINl •P1IIN1.an of(Z)raw of 12d[3-V4•)rrtiaP s 12�o/o ADDITtCNAL OP1C8 TO LA Cl°Et AMTS) r��ww�w� 4 .. OR AO6OGIATED DELEGATED d I `/ 2x8)AND 2115 ATTACHED t0 •MinHmun of(3)rows of 12d(3-V4")nalNP=s G o/e For K• al.eper. I r )L BRACE '�'fir fiV�B I I ATTAH:H 2nd FLR STUDS TO lot FLR �� q SINGING FOR TYPE SIZE a NAIL 1HROIUGH APA RAVED SHEATHING EACH I6•o/e lP1Ax)�(. •Nailed corrl•Ettorr roqute an addlU I row oP naib ItF2art nII Size W/[4) CA'i ioN li 'v__ INTO FRAMING Wr Od AT 3.O.C.AT ALL -x3•l T-BRACE FA6'rfNED TO 2z4 PL NK,ORIENTED NAILS ,iv! STUDS lOR SEAMS)W/GSI&STRAPS ORIENTATION OF M EMBEoR&SPACINGS PRNMNG W Y4°dta.80640 WA M- to Smaller than spsatnsd above(Elm 1 t 1 ' t STUD +DEPTH OF FLR SYS.M LE7NPS BLOCKING•INSTALLATION DEfA118 EDGES AND INTO EACH PLYOF EACH 3•LONG IF DIRECTLY ATTACHED •Nail from BOTH SIDES of 3-1 mali7ov WED WV ill x3-•b"O.G. I I LATERAL BRACES•24' DOUBLE INTERIOR PLATE,rl OG TO FRAMING,3-1/1"LONG IE IS 9-V2"Wdth Pteces AM 4-p 13741 WIdO111`11l r-BRACE TO ISE SAME OIG TOP AND BOTTOM 2x4 DIAGONAL 11 l e MAX.32"o/e w/(IU 10d/END, SEE SC46DULE FOR ELSSIA-ME m" PAsTEN TO FLOOR TRLU68 ri 11LU I'1 ATTACHED THRC71XaM 8H1NG< •MMitnun of(2)rows of I/2"boles•24''d ataggera d72. M•lY:IEb AND GRADE A6 BRACE•Z4• CENTERED ON PLR SYS.,TYPICAL,INT. MINIMUM WALL STUD � (ii16P+TnY OF SCJrtEUHe- � WEB TO BE BRACED. I� IW(3)I"CAM ON OIG, j a EXT.WALLS.NOT REQUIRED WHEN SIZE,GRADE,SPECIES a FOR OTHER UPLIFT HARDWARE AND 2xb LDf3R. (6)p Wa 2z STUDS G. p• 812E OF MEMBER Ab SPECIFIEP BY 71 19)CTEC9 INTO FLOOR TOE-NAIIA. MIRAGES TO 7 DIAGAN AL I USING WOOD-Tlo ANCHORING RODS SPACING - TEG7COPIN t I 2 Tai OMMM a" I I LATERAL rj.lPER DETAIL SA8T1 TYPICAL,UN.O. FRAMING DETAIL. PE4 TABLE. Dc4) LATER4�vOR CE BRACE t0 r, I .!. FASTEN EXT.WALL SHEATHING Pr 2x21 )n SYP SHOE IE. lsnx()HgAp CHORD TO MATCH NAI COPT SPI-14-6-8 a MAX 32" V_. • } LOCATION ON BOTTOM BRACE UV(3) TO TOP iI!,SHOE 12 a RIM or RIBBON AND 611E A81 TEa/BLodCING,wUL FlFtbr lnbbic[M 8TUp8 'O fir/ (I EACH END BRACE LOCATION ON R-TO-STUDS-NOT REQ WIRED (TRP) PLATE TO SEGONID PLATE W((2)ROWS GUN NAILS•EA STUD 1 TOE"CHORD. SI F''IRESGRIBED •EfXxE NAILING" WHEN USM WOODMe Oct COMMONS AT 8.OG. (TRU86-TO-LEDGER U"OCTOR / I / 1 �iq COI!SYSTEM 1i l�kSITE/SPACMG ANCWORMG RODS PER DETAIL aPECIFIIED BY TTN86 BNGNEEW / I I IINTERMEDIATE "TL. SIDE PANEL HEIGHT TO 2/ /, 1 I WITH 4"ERIC K VENEER WIDTH REGXNIRB'ENTS IBU"L .IL ro2tm 9CN M Ham-t(R eo PER INLA ) EXTERIOR Ill ADD All h(fu M w • � ® ® I( CEL N04ILME I CORRUGATED CsALV.BRICK TIES " " SHEAR T19ElEsI T' 2'_I• RN%_V4L.2z,W(b)NAILS•EACH STUD. Tlilbb ley REWIRING *24 oJe H10RZ< Ib o%VERT. 1/2 dtb X T Eh�EDMENt PER 8 SFE/tIR 9 r � '. BRICK TIES MUST BE FASTENED CAST-M-PLACE "�"BOLTS OR = CONN, 6' i'-b In" Rv1 G42-Mi2 22112 wK12J i4AIL8•EACH+STD. S'rO1Vi�lECTIOPti MULTIPLE • " V1 ECHE ON S. r- g LaE20AE:R DETAIL• 2' J THI IFU SHTN G TO WALL STUDS. 1/2 dib X 6 EMBEDMENT S-SF�T ) 4' r-2 1/21 ST1 EPDXIED ALL-THREAD RODS NOT TO SCALE HOT TO GOAT-, FLOOR EDGE I 11 WALL SHEATHING PER TABLE W/2"x2"xi/U"(UASFBRB• TRUSS ON PAIeALLEI END WALL 24"ll SEE SILL B SHEAR FLOOR CONNECTOR SCHEDULE ON F470FiPLOOR SHOWN FOR A"Al TILLIbBEB MONOLITHIC-STYLE N HTTTT ro ATR cTYP) I rarIDATION sHloulN SEE s-81TLA TEN USING , TEES SINGLE TRUSS WOOD•T1e RODS. HLIIM 11-0�WM,(1)PH db OR(2) 14n4�POST.(3)A� "6 SHEET ST2 FOR APPROVED } ,I F4,M.IF .A OVER Ist�FLT.O�OR SHEATHING ~_. SEAM WEN Y BENEATH 9MACNG NOTES,- FOUNDATION TYi°E8/8rrLE8. FOOTING(EI E TYPICAL uLDt L eEcrlow i9 REQ D. BEAM STRAP 70 SEAM W!3)C6Fiy 2X4 4 SPP LEDGER . t ALL DIAGONAL AU 0 CONTINUOUS LATERAL BRACING LUMBER SFIOIW SMALL BE 2x4 CMOTRRUGTION GRADE SYP OR BETTER,UID. I A - TWO-STORY SEA-END P08T8 SEHi0 w/(3 EACH INfER6 DTING , HTr16 t �-i S'T SATE BRRCNO�TALS.THE 1st USM OF THEM DRASANG TO READ THRs NOTE MAY CALL OWLDES PMTSOUPOM- W!4)131 X 3"TO HTT* ALL , • 2.ONO"A SCEMW AWN THAT DOES NOT POSSIBLE THOSE INOIOATEp ABOVE,IMFEpWI LY CONTACT THE 194GIN�R OP REGogFp FOR i �s p !3)J3be3 ,,DOH ALTEIBN DTIV,AS Fl A OEbkaNl STl NOT TO SCALE E SWB - SPECIAL SHE ARUJALL DETA(L TRIM ME'MER- NAILA f SAW gHgEI STPUCTURAL PLAN CENTER TO CLArTA ALL GIFT C CT TOA,I i I @ STI HOT TO SCALE USE WHEN BOTTOM- TRUSS oR 3.BRACING LIMBER 6HIALL INTERSECT TO 0606 a tFE BRA ED TRtMs AT LOCATIONS RDICATED A6 N�DNG SPACING ON THE NDRIQI)pUAL e CHIOFFDB ON t.EDGER TO 4 ALL TPRODLCIED tBY THE .13 O NAILS.�_,l CND I E � - - 7 III BE/WT1-STB PER Nr5T1 UCN 5.SNIT.,11406 BRACE METHOD MAY BE USED TO REPLACE I CONTNUOUS LATERAL BRACE IatEG1�PW"4r. SIDES OF WALL I IA AOR TECO RAPED 6.REPER TO SCSI 1-03 FOR:ADDITIONAL PlIIIMM,kEMT Tele&BRACING NPOItl RATION LOW-CAROM STEEL NUT FOR )S'e ROOF SY8T6M- NAIL WI b"I@"oIe id ATR ABOVE STEEPUND R ROOF SYt�ro �_ ()�'� III �4 ADCKING871 NO? SCALE T ROOF t FLOOR LATERAL BR�4G�NC� I ii W1A4FHEI!ABOVE s•If3"X9/64" ILLdLL PE! 2X4 4 SPF EDUCE MG• 1r 5•` DR01'T EDGE SPACING T /c D01t TO TOP PLATE OF IIIA &LOTTED STEEL WA"It ROD TO STRllCTURAL I'I4X SHEANINi1lPOST EXTERIOR WALL OEA�I -. ;I BE P06MCMD 60 THAT SC UAP, DETAILS 80 AMD 12"ore FOR OWL I WASHER CAN BE TOTALLY - 1 11 ry ,y SUPPORTED BY TOP IB. PEAK OF GABLE TO TIE SAVE OR SEAT OF O�N'4LNB16 X161,•241Wo WV ••WHEN TFE HOItl1GNtAL DISTANCE FRCI"t THE Txa•2 bYP au7loalaetab. THE raw Is LESS THE MINIMUM (1)H e•EACH OUTLOOIER TO TOml P ,� ON-CENTER SPACING INDICATED FOR THE CHORD OF GAOL,TRUSS OR END Ibt0JNALrR1T OF 8d 30-3b FOOT-F•CUNIDS A OMMIE NUT ABOVE WASHER TOF .5111[17PE) EMEIIIOR{WALL •x•-DRACIJG.A 61F11IL E 9t"-BRACE AT THE WW.L TOP E w)0.,,1 i { DOUBLE a -EXT."JAI I.s INDTALLATiON(AFTER EPDXY CLNWO). MIN. THICK(24/16 SPAN NDDO"APA-OR BUILT-UP OR BOXED C:OL¢�'I MAY F'EA1C MAY BE teilEJ AND THE CTFIER OVLgd'WNM,i6 M"224',•1610/C TLV 11 ONLYBET, (STAGGER`¢NAILS TIEECO-RATED WALL SHEATHING ATTA(CMD TO 1 DETAIL r0 BE RC7 A=W AT ALL LOCATIONS WERE BE USED IN L®1 OF 4x4 OIEi�$. (OI'F-PEAK)'X'�IIRACES MAT BE OMITTED A7 C2)O ANSO O>_241,a I TO TOP MOW BLOCK ALLX IN FRAMING M01al eW8lTE17�PANEL WALL RLMib BEiYEEN 1110 PARALLEL TRWOES L THE CONTRAGTflF►CS DITIOK•• CHORD OF GAOL,TRUSS OR END F TT �,� EDGES WV MR 2x4 BLOCKNl �`/►�V��`� �'c�Q � STi NOT TO SCALE FASTEN ALL ROOF 81EA II�-L TOP ! PAS ALL ROOF SHEATHING 11 I PLATE To CREATE MIN.i" •ATR MAXIMUM our-A=-PETITS 2ply MFRH,STUD END POST(PIER �DUN LOGKINC3 DETAIL 2x4 BLOCKNS AT ALL ROOF Q OVERLAP ONTO DOUBLE K- Y`-�C FOOT i6{ES& bT171JCrueAL PLAN)•FACHI t ST1 77rr To dG SHEATHING PANEL t•aGEbift I PLATE•TOP OF WALL. WOOD-n.ROD SEAR WALL UNC_SEE DETAIL.`D-8 WITHIN 4'-0•OF G481 8 WALL. NAILS•4• �W Tx•1 BYP BLKN G BTWN �L III AOR ATTACHE NT OF P06T I'll OUTLOOKER&W 1343' TOE-NAILS•6'0%TO -__-�j-- IKA1I ti I I � MIP,ll)ROW CR 8d NAILS• I � � 1/1•YHOOD•lTs ,' .3).GAUi A'CfC -NAILS TOP CNOF>a or TOP a !"_ '� 610/o TO TOP a -EXT. ~:. -_ V` IH-V!1 MAX ,I{ WALLS ONLY.EDGE N ---- NS's`owt a BLOCKING-TO-TRUSS DROPPED(-3-Y')TOP CH10RD 2x4 Bi-OfCKNG AT ALL ROOF 1} FlFHEAFR WU41 L EDGE NAILING --- s P Y I i Kp�i-STUD,ASSEMBLY sYP DBL, PLAN OR 1 1-PY CFTOIWD. 2u i1 OR T OIRIiCIdG ON VIEIiTiC+Ot. WI 'A _ PANEL EDGE I� PER F.JBT REGUI1iED. l 1 I II WOOD SIPMOF 0 I AT OPEIMGb MAY TOP E PER. S/Sr SERVE AS @D P06T8 a T , hNV 2wF 4 OFF.MAK (3)131x3•TOE• I •tiE - C , I 11 Nte.bnwTentoae AT PEAR wau.ENDS - I t• VENTIONAL i2 HE AMINCs CONSTRUCTION NOTES Q v I I 24b Aa art Jseo•►1+iC6 w 6'oAa IIWGIN 1 OUfl.001CMR-TO- TC 1 I 1 I 1 LACER W/M APOMII 47 Ptq IN6TALI DBL 2X 01 I�IrA24 SINSAMd r IIMiACR16r TO Y�IA 21(111011 12F 1 I I I •=•• THREAD I --- i OULOP ae MLY- HOLD-DANS AT EACH el_I/11 BLOCKING IN EACUIH LSD OF EACH SM�IGl6)ON 71111,11111s Milk.1�R TO 2x 4 STT DOUBLE T}I�IY•!ASSEMBLY RAF MWA-USE 2xf, .SYP/SPF RAFTERS•24"O/C ATTACHED TO RIDGE 4 VALLEY NAILER w/(3).131x3"TOENAILS. END OF SHEAR-Iu4LL, FIRST Two 8nD �,+FA TO POST. '�c1 WALL snD •ON -SLOPE TO MATCH;f#i0(311 PrccH VALLEY NAILER- ONE SIZE LAIa,ER THAN RAFTERS AND ATTACH t0 ALL INTERSECTING TRUSS TOP CHORDS W/l4).IPM-NAILS. 12,A'vj •x•IWAY ANGt ut- <SPACE 6TR:IcltleaL DRaWIPTG ueING IRATE, I I I I RAFTER CRN PM-56 - 4•2 SPF CRIPPLES a 4'OIC(MAX HEIGHT • i'-3"•) EAC34 WOOD-re 1 PAWMRMM,A PER AO60CATED TAIPEI&• -1/ InAMATCH EGIJA.L EACH WADY AS SHOWN OELAWL N VIA-11D AND LENG7NpE16NT ILD,a HEIGHT. 2x STUDS CONT FROM Ijq ICOR P • I ROD.!OPTIONAL, PER REAM DOUBLE AND/OR TRIPLE'L s/T's AS SYSTEM TO IOPD OF DBL TOP RIDGE CRIPPLES -2x R SPF•2'OAC(MAX HEIGHT W-3"•) 0 = PINT TABLE,TRP. `"� OIRACEB INIWAIRD MN.N gRaM QiwApF.e WDIJ-AND ' " " LOCATE AD REQ D) 11 WOOD-TH•RODS-)ydia I 11 ATTACH TO 2x4 VIM•MID- d64I W[9)131x3" REQUIRED TO MAINTAIN MAX o/e a A&SDIMY(•a11T ooH�tRbz am +IF 1x4 T-BRACE lU ATT D TO CRIPPLE w/.131x3"NAILS•4"O/C(MAX HEIGHT " 9'-1>a"). ell 7 ` A301 TWPUAOW STEEL ePECt T TOP VISA NAILS Fa I Fro SDE OF"X"alkAGSNG MIIN(3) SPACING W-09t WgOB DAG D BTRUGIURAL PLAN OF 2x4 T-BRACE 16 ATTACHED TO CRIPPLE w/.131x3"NAILS•4"0/0(MAX WEIGHT • IP-2") W w EVENLY SP 'A GRACES PEP 4A END. RODS VATR•)LOCATED AT STUD RULE. DQ4T�l7 �umq 4 Pei/ SPACING eH1OWIN ON SCHEDULE. � P CRIF'PLA VOES NOT AR DIRECTLY ABOVE TRUSS TOP CHORD ADD li)2x4•2 8PF BLOdC SETU)EEN/BUSS TOP GUNOIl S ATTACHED IW l3J qT I COIIpERB,EACH PDE OF LLER ITNAIN 10" MtAx"x'SPACE SPACING. OPENING&LARGER THAN 6', INTERMEDIATE A67@EIR6 PER BILL IE- PPORTNG a: <'IE PITCH-a-0'olo -Ta" E iUYa ROCS-1"aft 8 ATx3'TGE-NAILS TO TRUSS TCF'CHORD. AND sl(Ext.WALLS)o OHEAR CONNETOIR SCHEDULE ON 6-SHEET(0) T� !2)M OTA90 W(24)Wd WOOD PRD.9l I. 1G<Tb PTTTCN_W-0"o/e ��T CMVINKTIO NW.RA jASt dTTACH CRfPPLEs TO' R OR RIDW w/213).131x3"NAILS AND TO TRUSS TOP CHORD OR BLOCKMG w/(3).131x3"TOENIAILS. "�•SHEATHING�•FROM DIATE NAILS NAILED TO PLATESr 6X6 POST. > -4'4 ro/e s/�' ISOTTOM of SIOE PLATE FOR 81LL PLA1E 4'ore(Nr.WALLS) ROD UID. ITIS•THICK MIN)APA- LLLJJI RIDGE - USE MIN.2x1 SYP/SPF RLLKSE IRIDGE t0 DE OME SIZE LARCaER THAN OVEII�RAMIED RAFi'ER9) V, MOISTURE PROTECTION PND To SHEAR THL•tREa"r9R 8EE OETAiI TRD"R•1,L-P1T1_ C. GT(O� • FBLpcKINr+ON NaDE �.ON 6TRuelweeL PLAN) TECO-RATED Wal 6HEATHTNa NAIL RIDGE ENDS TO TRIi88 o ONE END AND TRUSS TOP CHORD OR BLOGKMCs SSE, 48010 AT OPPOSITE ENd I✓l3) 13ht3"TOENAILS CREATE MINE t"OVERLAP aHro corNNECroRB- BRACE TOP CHORD Of TRUSSES BELOW OVERPRAMMG w/PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER PET F/8T FOR USE AT ENDO OF Irl MATCH NAIL 61ZE/6PACNNG ,�L DALLAS PLATTE•TOP of FOR �11TRIq TO ANY�1R DD8 u�sED FOR UPI�M zx4 n PYP LATT iiAt l�4CING SEE TABLE SHEAR WALL bEGMETtfa. IT DESIGNATED POR WALL BELOW SEE TRUSS DETAIL 'V CONVf-TI0$"(IN TRIM INSTALLATION PACKAGE)FOR VISUAL PRESENTATION ikuWALL. OUTSIDE FACE OF L AlSTI, GAItlI E CLOCK ALL PANEL 81 EAlWM TO BE"FIL UOW W/ FAPPROVED W[3).196(8•NAYS INTO EACH r APD OPACING aid GOI1h10N HOLD-1301W8-,AGN END OF SHEAR-ttAdLL SEGi1ENT Po8'{T TO BLAB CONNECTION MATCH EDGE NAILING MATCH EDGE NA�NG BEAM WIN4,AELI"OR AM"W/(12) TTCUOS BOTTOM CNOIlD. COMECr END OF LATERAL BRACE •'BALLOON FRR,4PTINIG Syr CONT114LICUO 2x4�PYP•CAT81• ApypyE Md�a ATR OR(V F#f1lb a AiR MATCH BPAGNG a LOCATION TO BOTTOM CHORD OF GABLE EITHER ROOF TRU86E8 CONNINTIONAU_ eF'ECIFIED dU bPEC1FIED R•o�{y ATTACHED TO { SHEAR- -L SPACING 2r i•FLOOR&HEAR-IW1P FRAMING t=BE CONT n SWEAR-WALL T COMISKN NAILS a NAIL t�P a a" OF ADJACENT'x'SPACING SROM TOP a To a W/ ILS 49 { SI'IP6AN'AT' D DESIGNATION ATTACH W f2)TO s,HE'S OR Ell FRAMING. IN EITHER DJACENT,PARALLEL TO EACH TION,MALA, (BELOW)AlAT (BELOW)AT TOP� jj SHEATHING TO TOP SHEATHING TO 70P ,I • . 2x 6TUD0 GONTINUA08 I1ROt1 ATTACH 130TTOM GNC2RD OF FLOOR�1LOIU TO TOP TEP 1PW 11im"uLT CHORD OF INDICATED CHORD OF INDICATED ATT O 111 '1 Ni J PANIIi P/M� WIDOD•FIe TRADITIONAL. W20OD•Tte FLOOR SYSTEM TO BOTTOM GABLE TRUSS TO TOP a ADJACElNT,AND TO,TO TIE T1RU88 COW EGT1oI l TFLWTeb.ADD 131 x 3'NAILS TRUe6 � 11D TRU68 IUY Q TIE)2-PART EPDXY, 'n FOUNDATION- EDGES FIELD 1606 WW r u INSTALLED PER U MOWOLRHIG-8TYLE �6 CHORD CP GAOL,TFiWB. SEE A&&Ei"ELY W.u16t3'TOENAILS• UtNpE}miDE OF TFE ABOyE, E AIND FRRGt12x TO TOP R- �) IC ( FA81 EN BiTD PLY S ;0 1 o R�C BE APPLIED MATCH EDGE NAILING {■ IygKpA B = FOMOATU0/4&NOUN $W WALL 86M113m 2 18- WILL SEGMENTS,j !2)CBIi4 ACROSS WALL SEGM1ENt8> 6TRUGTUeA1.PLAN. 6'oro a EITHER MOTA12 STRAPS• A GABLE 7RJ88 M TOE TMA L8. {i. 1 11 NSTRIUCT'IONS I � FOR CLARITY,SEE ENCLOOMP &Dare all LON .►NOPE ITE WALL B-L 014Cs NOW FLOOR SYSTEM TO S'LONG:NOPE TOGETHER PER \ \ \ 4i o/c OR LTP 4 PLATfl6•32"o/a TO THE PHOWDEACHE T THE 6TLD6 AND THE FFF SHEET 872 FOR BEI/lNT6<t6' N RWD. WALL DETAIL D-STI /\/ ° \/\/ //// /// / BC ATTACHED TO PATTEpN FOR SPECIFIED ff r APPROVED HTTLW.OR N PNCE sEGi ER6<B' HEADER OR STUD REQ D. WALL /\/ \ f\ \ I Q FOUNDATION ARTALLLo" I'll,(a FLOOR HOLD-10011114 CUN LAME,[i))j"<a \/\ � /\/\W\\��\\/\. /� 1 8• D 714 N(2)81 �L�!3)131 x EXCIEWID N6-o/a i'b/c FLO COLUMN OLD-1 W lot LC Nl SEGMENTS<H6' \/\ • \/\\/ / f '\ «BOTTOM CHNORD OF GAOL,TRUSS MAY BE o 1 I�401UM W 191 X L�EYJF(T� -iU4Ll_ + AND THE TC TO THE ENG.TRIM SHEAR-WIALL.2x MWT EIE 1� g 1 R �. TYPEsrSTYLES. -ICD AT BABE uHDoo"rr.ROD /� /�\\/�%j\�� TNG c6EE FLAT,SLOPED,OR COMBINATION THEiREOF. IN IF 1st OUTI-OOKER Is PlJRSOWM�et ICA PE R SPECIFICATION.C��72 I S{{(� N HTTI6 ae N FF02 CUJpdHa !2)C616't ACROSS (I)1j'dia \!/\/\% FOOTT TION PLAN "INSTANCES,VERTICAL WALL FRAMING >321 PRO I PAOCIA arTH t OR SON a ETTHlR OR OOTHi 6RpEC8) ff W lj� tl. I E4CL06L'D 4`l r1'o/o W OOP- a ROD FLOOR SYSTEM TO WOOD RDD �/ =6m ) TOP PLATES R. IATELY ADJACENT,APCtvff BE CONT"Jouls"Rom FLOOR BELOW TO BOARD,DOUBLE 1st M1A7 BE SHEATHED. EDGE NEED MAY DE MEATHED. U l 1l{ 11� MIN.21 DISTANCE Q a ARTIALL OOR HOLD* HEADER OR 6DAIN CONNECTED TO,BOTTOM CHORD ABOVE •• /� ell Q COL BELOW W 4t ourLooKEe ONLY. NOT F11MH WITH W 1 4. 4'oPo i b✓e EDGE OF TOP E IPI A7 BASE �'1L��P�1�� N A SHEARALIAL_TO A AL(ROOF OR FLOOR) A HEAR-WALL TO A HORIZONTAL(ROOF OR F9_OOB) $1111 I�u TNore N HRT1T oR N QINO6 cu%�dHa woarshe rs� TSA t •di.iuooD-Te QTc T JX PLATE HEIG Stl FRAM DETAIL U]�10. T>aib DErA� ALTERNATIVE MTETFLO of ATTACHING TNM DETAIL PROVDE6 AN ALTERNATIVE METHOD dIF ATTACHiWa DIAPHRAGM VIA AN TRUSS AND MAY SE USED ILD. DIAPFIRAGM NA AN 84GI EDD,TRU66,AND MAY Ili UtLED LLA. LL W I Vol ICD(MATCH HTTP � S 11RNMING THE SHEAR- CONTINUOUS TO THE Uctpts=OF FRAMNG T1E SHEAR-WALL CONTINUOUS TO THE L ��OF / "II EEE SIL¢ a&HEAR CONNECTOR SCHEDULE ON eE® I�IIsr-) HEADER OR STUD MATCH HITt2T �'�''P(CAL USABLE GABLE-END FRA FRAMNQ DETAIL ; uxO• 'THE HORIZONTAL. THIS DETAIL M 1JQC BCEL,I�eAOLE THE H RMONITAL 6NEATHNG.TNM DETAIL I* W .-@L ■ t T,1 S_g�LEyrFs)FOR slu.e-TO-FOIlDATION W s'�Ill COL BELOW W lot EM EPAWGE VI STI HIM To SCALE �„/ RLOOR HOLD-DOUN W 3•x3"xMs1 11RLUSs BNC•RNa�lNG �ifl^.aTraA,a, Ie00F q�e2•tIHML I & d) ACHORArjE WHEN USING WOOD-Tie RODS. ARTIALL lWetiD-HIDA, r- tl�&*= AT BASE DOR ADDITIONAL CONSTRUCTING IN AND I 1 ■ O vole Nue �}� "J ' ' I, t0©+Tt� L?ETAIL� t SPECIFICATIONS ICER DETAILS ON GONSiFfJCrINri A GYPSUM DENTRPIAXI•IIt -MUM 1, W Q icc E&R ti+OR Y ep G a=BRAelNfas NTERtAe PREP, RUPlN4G PARALLEL.To TwUb6 ABOVE NTMOR� OPTION �1 To Tii�ABOVE , 111 STi NIOT TO ECiAiLE LiNDSR-EAVES!SOFFIT)TO DOR ADDI arlai BCSIENGII!lIeED EXTEND HEADER 70 KING STUDS IIfl° CIM& u HARDE-PANE_OR LP SMART sDING M AN AL,eINATIVE t0 +� APPLICATICIOl eel ,EXTERIOR M HJR Ilil&DECRIED 1A6"THICK APA OR TECO-RATED WALL BE Ili VINYL SOFFIT wow HATDLNGH KING 6TIp6 PER bl1,UG11JIRN- ° ° ° --o°°o o a_ MJATCH EDGE NAILING 444 PLAN. ONE KING TO TOP PATTERN FOR 22a14 GYP NAUL M TO ROOFALOOR SHEATHING � 0 I MEAIHNG OILY F ID@RF®Ab 81CN ON 67RJG11#AL PLML 2)OFENING6 ANDAOR PBIiRATIOM GNMAIM Q9d2•ALLOSIAME ONLY!P MWI"IED AS SUCH ON THE STRUCTURAL.PLAN. FORMAT11-AL,RATED a INSTALLED DESIGNMNOTAN a. W4 ,PPO tP& OF HEADW IMPTALL REMAINING ° ° ° ° ° ° ° ° ° 3PEGR`D Sol 2x 4 sill(BLOCKING,AS WE=FOR RADRISM-TOP 3)TOP a SPLIGNS IN OWI a OWI DEM m"i^MP MSALL BE MINA 4S?*LONG W MN.(24)EVENLY-SPACED Wd MAIL& FOR 71 E APPI_IGABI E DESIGN DETAILS KING ST106 AS JACK Orr AND HEADER PER 8TRU07tRAL FR NL (�qHU AT BOTTOM cwom OF TRU66 PiRES6UREb FOR THE.,PEGFIC ° ° ° _ ° ° ° 1UV ISId COMMON•3'o✓c / / / / // / U*XOWSW!2J)36,3'TOE-NAILS PER @D. 4)AT LOCATIONS MINERS PON.M•BCPED TOP C M NIDI ACHIEVED,91DD!2)tBTAT4's COTE EACH WIDE OF t)CENTERED ON STRAP EACH JACK TO HEADER SISATH1I16 TO TOP Y•' FRONDS ISI L-DEPTH f SPAN I DEX)APA-OR i ( MINL'1A6•THICK WALL " AF-P1.iGDTIOPL % 1T ICK bc4 SYl EACH_I _ EARN SPLICEON UN6HOIi RPL UDE W[V _ Q'HOI�OF NDICA77� BLOCKING BEiWEE4 / / / / / / SHEATHING OR STRUCTURAL HEADER ADJACENT TO 5)SECOND-FLOOR:61.EAIRHILiUyB LOCATED !7U WILLS SHEILA USE HI(�p-pOy Ng SpECFEp FOR FIRST-FLOOR MNJ APA-OR ­RATED W[2)tOefN �OVERLAP MOTAT4!'•ER PLY. �'�,�' `1i6U66 GOFINEGTQL �1��C� JOF6T/TRUSSES ABOVE �'tp I°I°I I°I°I TECO-IEDiED WALL STORY SHEAR-WALLS. / / / / / / 1 I1 1 8HIEET-SIDING W l u ROW OF id 2. TOP a-P'ER CALL OUT SFi14-b-&CONNECTORS SHEATHING W 6'K"o/a. Qm 00 NOT H 'I- - II} 1 NAILS•3"ore AT TOP aF CN STRUCTURAL FLAN. •TOP a-TO-HEADER• bl�-II���MMMIM ATR!1�h NTD LAPEL A!TE-OEN'U,IMGREAgCD TO 121 FOR V2"dIa AND B•FOR S/6•dta id NAILING. BLOCK ALL JOINTS MfiN(4)TRHJ6606 1( - NAILS !N To TOP E)AND AT MAX 32•o/e UNSUPPORTED PAN15L EXTEND ENG t11UO6 / / / / / / / / M1AX wova___ To 1ND oRIT I I I I _ _ MEA1w1G W se/e id e '� BOTTOM OF SMTNYs(N TO I 6)AABOVE.Rim TO TSL IWSTi WILL M t IfiNATED A6 A SHEAR-IW1{LIL.THE WALL MU87 BE COFNECiED TO THE DIAPHIR/M °I I °° T{j•I i•o%MRA OCKRNG TOATTATNNG t0 BLOM ALLOLO • DESICxNWLDLJ 8 a ATTACHE M*L FGR 288TORT' ATTACH aHEATHINIGUNMlFPORTED PANEL TOP 0]31'x3 / / / / / / / / HI7R) NO ADDITIONAL FASTEN 6HEATFIING TO HEADER UV I;j °of a �n WW TRU66 UPLP CONNECTORS .r 0RW 1 TOE-OR P -WALLY 09TAIL SHOWN S•3"0/'0�FR�AiMINNGG it I I t , To xDa eR W310A-_ TOE NAILS(id W� SHEAR-WALL-OLoaKI4G� a IN!2) DRAFT RUJ I. u` IA+00!FOR HIGHER UPLFfb USE -__IJ-- _ TO HEADER. 2xb HIDR 2171 NOT TO SCALE I°° °°I .. Fit SP1 MCATTON. 9PD-NAILS.KING-STUD T•/i^ore 5d COOLER . ° (,TUBS SLOt:ICNfi STRUCTURALOONO Ab SPECIFIED ON _ _ ----- - - E CON ORIAGNG IS PAPITEN TOP PLATE! ° ° °I I°I° THE INDICATED AAT •SHEAT OIG SIMI P BE ON /3 -- ( USE(4)NAL 6, 238 a ' IDRYW4l L�St ILO APPLED TO TT►E��OF THE TO HEADER W/(2) AND SILL&)[TRP) I°° 1 STRAPS TO TOP a'i WV id oFrroMTE UDE OF WALL aF OF Ill G HTEAD-APPLICABLE AC Y 21t1®FIDRO�LIGE ly TMD. RIOWJB OF Ibd NAILS. NTEW'lJ71A7E MON-(.OItlERI III I°!°I DaeLE TOP a CHECKED LAP t3bi9"TOE-OR END-NAILb Uj,,VC U iIAU.B, 2x12 4 g1G.WOOD TRIM BOTTOM CHIORDB MAY THE bYPSUM 3'o/e(TRP). -IN-PLACE AT •KING OE-ontR HEADER WHLIEI WNlppll DOEaNT ATTACH HDRL')USE 112)NAILS- N Wloowri.ICC AD UAGQ4T TO BOTTOM NOT PROP19R17 COMMON•SNDA( 8o1TOM C IAMB PAW!Rt 2x6 MDR USE(6)NAILS, TO FEAUFIR 8EE TABLE 6Tb Fe6T P!'OIWCHN BEAM M METHOD-7FE CONTINUOUS k4 NA4 TYPICA- O�STRUCTURAL hllb DETAL AN ALIERF4ATIVE P t1H10D OF ATTAC7 N►'s Txa a 2x10 HDRO.USE C9) TOP PLATE MAY BE NOTCHED TD I3FRACRNki feHOItN AT RKaFHT)aR �! IG A TO THE PORTAL DRAM,DETAIL MATCH I°I°I lelel - tta+FGUI, TTRIU86-Tn-a coPINIEeTge SCALE N.T . a CCINPE6TRON(S) GCNVBCXXIAL LUMBER 12+i,2x10, DISC Y TB THE TIWU88)TEE JACK STUDS PER MAX. PLAN FOR ADDMIOHAL I I°I i°I°l MAY x.. A S EAR-SYiLL TO AL(ROOF DINS ILOOIR) NAILS, 2x71 a E N5.WOOD ___________j '----- --- 2242,ETCJ cu UDOVeM NIDD ALLOW PORCH BEAM TO BE LET N TSE RIGD CEILING DIAPHRAf,i'I ;ZIM M o�d:L6rACNG OF WE STRUCTURAL.FLAK HEK�FTt NFOPMATKK CONEGi'ORS,Em ,_I�I� s-1�I., y- WIN DLDPFRAGM VIA AN TRIM.AND MAY BE USED U-0 e6F TRUM 6CHEDN E�/ .DATE 12.2-®9 x,.� HORS.USE(G)NAP-6- -- ---- � �5c==-=___ :v F16TA-SHtlEb GTRAP ADJACENT To EACH UDE OF P06t ro MALI.PRCMDED THAT N 22(4.2 (SHOWN At 1.E'T) BRACING M 771^1". STRAP To HEAOER oN IO'-1 Tri' I`I'i-�.s=�`°��I I q�;. gRM"IINIW TFE CONTNlAU6 To 1HE II4DlIOCE aF HCI!T1TE IDTL AISTu -- _- -I • - -- - E�JACK-STUD TO -FORM BEAM M MQMNNMRED -- HEADER 2x6 HDR USE IF (LUL LVL.Pbt,EtICJ SPF POST M ADDED TO EACH SIDE UNSHEATED UDE W FOR A PANEL SPLICE(if I° I "' THE H1oRIrANrAIL TNIIra TNM DETAIL M 127�u`�a JOB NO. STANDAR WOOD•Ts ANCHORINS RODE, _Ijpf7ERMEDIAtE IURDgU HEAD- T2-STRAPS,NO a 2xO OF PORCH BEAM TO SUPPORT TOP , N M WA24 PER PLY. needed),PANEL 9001156 OHAL.L °I°I I°I° 6 MWU6T BE STUDS/MEAN SALL PEER DETAIL Ell EACH SIDE A'i"P►IC+AB1 E W DE7ACN1g HHDRS UBE M'STRAPS E IN ADDITCK N WOOD-T1s RDD � OE BLOCKED 4 OCCUR I ll'IMN I°I°i I°I°I �®W FRAMING PER PIAN OP EACH OPENING,UNT14IN 21 OF IANOOM(6)OW-Y.OIC TAO 2x12 a ENG.wow wow SHOULD SE NOTALLED TO EACH lIR62101RE8 USE OF EXTERIOR-GRADE GYPSUM OOAIRD 1116•THICK(Mw(2411&SPAN 241 OF MID-FEtGFIT OF 4k1.1 I'° °°) PG OP•4 I ON « SQFT. DETAILS JACK-ACING-STUD ASSEMBLY. HF10R SIZE a COIN SCTtON(S) USE 241 STRAPS. MOO APA-OR TACO-RATED INTERIOIR OR Noli TNG SIDE CIF PORCH BE1WM AND!I) WHEN USED WITH"PARTIALLY ENCLOSED*Bu1LONG TYPES) °lel I�I'I Pet�nPBaN INTERIOR,HEAR RUNNING;PARAJ.EL TO TTWues ABOVE Rr`QQ�E inBeE: MMTA24 SHOULD BE ATTACHED TO . « N SIDE OF EACH TOP R CENTERED WALL SHEATHING. BLOCK ALL 111•MN.FOR I STORY °I I°I° PERFENDICILAR TO 11106,8 ABOVE WW Ill �-JACK-•KING-S7tIX8) N SPH4-6-i C24ECTOR off THE JOINT. P �p GAL BOTTOM CHORD BRACINCs t SOFFI 4"s° DETAILS u -1 W 24 MN I=2 STORY I°° I OR vBRT►cAL Wee i•To M-6". .81c112LE JACK-STUD To J�l.L� 2x SLOCIll HORIZONTA. I °I a°I SIH OWN ell \ &ST UCTJRAL.M-44K PGICM SPAM 1 OE APPLICATION XT F W&TJGCO 1�'T�MINWCIENT a Ts WY PE . E QQWEu�E s71 Har TO rlc.au.E I I I IN APPLICATION avis -A. Paine, -DOR S�IZEa:LCAPECTIT ) HTTM s TRIPLE(OAR (u MAW 1D AIRAID TOP d)TR/W K�Nr DED 2'20 k9rM•WUAbFER(TTP). I I I I Y1H CLM7B WL4LL_ FLOOR ! Sneer TLI�° Pt 3u.L E 8RP I I I I DACE FOR SHEATHNC: ;L PLATE PRo+rDED THE IOtAL ng 11� 11 WINDOUK8)AND - FAtCA710M-8TtD8 TO Car"OF TFE BEAM M> S,1 WVEt4 LOCAi7C ATA ° g , LiE"AT SAGE TRU66 TOP 1 4-V4•ULEsb NOTED ON THE Calm WW.L cDTL 2r�T1) OP ,��,1 ., X1475 ° 6 WALL eHII�A SNOBS 4 0323 INTERMEDIATE SHEAR I FSHHEEAR� OIe a --V - -- - ---- DOORS)SHAL - --- 6TMUGTIsrAL MEET. SCHEDULE ON S-SHEET(b). r------n ATTACHED 7�- r1 AAD BEGIN TJ•pEDFETNT• FLOOR I i APFMCPRIATE ANC2IOR SOL1T5 PER 84TEP09DAT'E AT BADE OF CURB WALL. I L L ATTAICO ET1T I pi I DETAIL AAOTL TRP NAIL POST TO PORCH • J TRu86 OF TIMM VERTICAL �Y'!Sc n"I Ivo.22978 ACCORDANCE 1 -3"N I HEADER Ski 2'�Ool FOUNAPTIM PER STRUCTURAL FLAK J - i N k�� OF OP ZONAL.MO. TialI TRAM �ro�PiRCM _ 300x`INF,PGirfCt3c�C�Lfbpl'IBN 4 i11, �E 4 BOOP$YbTEM 6TFOK.)HFTT22 s - °St.1'�t�usiiRe, Ft 32084 7 PORTAL FRAME DETAIL -- I DIRECTIONS. %_Tx R EYP TOP R [2)Raub OF.OI x!• STI NOT TO>bC-ALIVE �-- `-� �87WI�4 7�6 (�) WOODol AINC41QRM RD>� PORCH DEAK WE PLAN VIEW OF NAILS•6•o/a iCOF sHEATHM4G sTocTim l SHEET SI Do Il EXPO?[I�a FOR MINIMUM SIM EVEN'THICK(MIN)APA_OR CORNER DETAIL - SHEET TOP IaNam EX ERIOR WALL-OPENING HEADER OR LL WE STRUCTURAL PLAN TECO-RATED SHEATHING W MAXIM SPAN/OPENING FOR FOR STUD SIZEMPACING 6-/6•o/e Od NAILING. BLOCK . OR OID _ IMET98ER GIVEN WALL HEKvHT ,,MINE ATT>:rros REQUIREMENTS. ALL.UNSUPPORTED PANEL 2X GTNA"INEY F1RN'TIN1G Q TRIMS _ � _ _ CS�T.TINU NAW.6 TOPE REa'D 12EG2JIIFLRD NO, SPF W S' m' u' 2' EDGES W 2x OLOGIGINCs I-2X4 5'-n° 5'-1 5'-3^ 5'-0" 4'-10• 4-0131x3'"TOE NAILS ---STUD POST-NIA'"M OF PLY&TO PORCH HEADER1___USE MTAUS FOR 8= SPIEVEIIW9'>Dem-an STUD TOE NAILS AND GRADE TO MATCH WALL SIZE 2NAll 8••6' TO Wof TOP OF TOP ' i K til&•TH (24111 SPAN _ TRtU68 AILS TO a•b"o/e 2-2X4 s'-4" 1'-n^ 1'-6" 1'-2" b'-I0" b-0.191 x 3' - 6FEATIN CH1I`I'El'W 6M' i MAX.O)o SPACING- ''� INDEX)APA TECO-R1DTED •" -L3Vr31 NAILS TO 15T I -2x6 e'_a^ 8'-2" 1'-9° 1'-5" 1'-1" b-0.131 x s^"roE NAILS STUDS LN SOS NOTED OTHERWISE tE ASBE"DLY a t0 TOP OF FIAiRDE W b"/6•ad ORL OVERALL CHIMNEY -- r'I: WALL MEA ATTACH®TO I4TEftl'Ep1ATE BOTRAPLOLIGNG. 1-2x6 a,-4" II'-8" II'-O" 10'- ,. 10'-I" 2.4355 3*'TO 1"NAILS ON 8'TRUGIURAI.PLAN. CANNEGT IPORGH HEADER A96EP1BLY. 1A61 All RATED PLYWOOD HEIGHT FOR a HEIGHT. gRM"MIG a 1!lr.004CING ADD todeNg> aTA.SPLICE UY('U FLYS PER DETAIL DATA W 6--IN o/a ad 2-PIV 2x-a AT COIR'ERS. •ALL PAUL (COM.2x4 MAYBE OMITTED 12' IDcrEwoR WALL /�, TAOLEaM NA FM ONN F/M OR CALL P N MMTAM M USED IR+IIDPT 3 of IXTERIOR WALL-OPENING HEADER 012 SILL 1201-Ir'H.EXP05111@ c. EXMMOR WALL-OPENING HEADER OR SU 120 I'll E D. Ill HOUSE M TIED DOWN USING TOP y1 ft CONVENTIONAL STRAPPING,IRERER TO THE !u MT812 OR(D MSTAW '� �"1PRfF 6 PLAN. EA.T MOCK-TO BLOCK ACROO6 nAxmu SPAN(oPSN Ja TOR M AXIl SPAWOPSNNG l C BHELr AND DETAIL NMT 2x4.1 SIT OL OOICIKa BEfiLeEN STRAP FOR A OGxJARE � E4 T1lb6) MEMIM ll S WALL HEIGHT caaaFcTlaN rill R GIVSN WALL HEtG14r ca NEcnoN rVIR PORCH SEAM COPNECTION DETAILS TFWUE8 BELOW CHIMNEY WAL.L8 CMPf`EY a(2)HTSRO'S OR fill Fecuml AT ENDS Ill Finairl AT ENDS W(4)131x3•TOEAM NALO AT (2)MSTA24'b FOR A CON'1GT1016 No.2.$FF '�2,sf+ a' 5' 10' Il' 12' EQUAL OR am 6CHEDtLJE FDR DOUBLE TOP a OF WALL t a 5' o' 1' 2 IN LEU OF WOK2C/PANEL BFEATHRNG,CEILING MAY DE GOPibT1lUCTED OF ANY APPROVED MATERIALCIHA�T EACH END OF BLOCKING TO REG7ANGLE C2IAMIEY•E4 '$ . X I-2X4 5-o" 4-8` 4'-I` 3-5" 3-5 4-0.131 X 3`-TCE NAILS I-2X4 4'-2` 3'-V V-4' 3'-0' 2'-5' 4-0.1IN x 3•TOE NAILS BETTER PREa9UIRE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT PBC PRODUCT APPROVAL ATIOtN, TOP CHORD OR TRIM OR COPT NER OF CIM EY TO + � (BTL All #.:IL 2-2X4 1'-I" 6-8" b'-2" 51_111 9'-2 &-0131 x 3"'TOE NAILS 2-2X4 81_2° 5'-6' 9'-F1" 4'-6° 4'-2° 6-0A31 x 3"TOE NAILS RAFTER.Al GORNERd OF TOP CHIORD11111111111 I I-2X6 l-4" b-II° b-2° 5-1 5-2" b-0.131 x 3°'-TOE NAILS I-2X6 6'-2" 5'-b• 21'-0" 4-b° 4'-2" 6-0.131 x 3'TOE NAILS RECTANGULAR CFNFINE'Y8 USE OR 2X4 BLOCKR'LTT.BLEI.OW F��*�6� r '�� PNNELB ! 2-2X6 10'_5° 9'-6" 8'-6" 1'-5" T-I° 2-A35'S W/eEIX1 I"NAILS 2-1X6 8'-6" 1'-1" 6'-10" V-2" V-8" 2-A35'9 WlbdXI k'NAILS 2X6 .(4).2X4)W(i)Nr4W.Sut9'ID i'.. -INSTALL WLALL 4"o INTlOtIOR A, 1RIINININYa WITH LONG AXIS(8'LE°PYa ) 11. 7911" T !ILD.r4)NARLb) SIDS VIEW u CHIMNEY FRAMINCs DES` W ABOVE SqP_,,HORIZONTALiC AT z4"o(o TiI B �I' i - PORGY BEAM O STUB U1ALL UETAtL Q PORCH CEILING SHEATHING DETAIL RAFreR(TYP) STI Har ro s E STI Har To Eo-'M%QI `L6-01`-VIDE M&OK Ix 11 rRtleb TAP Chow oR a SHEAR-WALL BRACItdCs DETAILS a Te ,, "''re 11111111111111 ' ' STI NPT To Stt NOT TOO" STt Har TO SCALE e l{A e � BGr�L.E 11 0#i 11 11 li,1 u '1 _i i I it I IIS .: i i a r t �'f S SEE STl FOR YEi?1'l�At WALL CONNECTION. THIS DOCUMENT, 5 HORIZONTAL. ASSOCIATED DOC f 4" GONG SLAB lIl)/6X&XIVAV WWF H I t� 1NST'1N7 OF 1 SEE STI FOR VERTICAL WALL CONNECTION. OVER 6 MIL VA LL R OVER FILL (TYP.VERTICAL REINFORCEMENT)- SERVICE FOR THI CLEAMAY BE USED 5 DOWELS • CORNERS t 24 o% 5 HORIZONTAL- USE AT THE PRO 4" CONC SLAB W/6XbXIVAC WWF AS BRICK LE ---- - --_--- THEREAFTER - BEND „ 'S HO l�IZ.6" FROM END HEREIN.INFORNAT OVER b MIL VAPOR BARRIER OVER ALL DOWELS • TOP t BOTTOM, 48 MIN. OF V_'RTIGALS. (TYP.VERTICAL; REINFORCEMENT.). 5 FROM THIS DOCJ" . - ----CLEAN-WELL COMPACTED, TREATED FILL = EMBED MINIMUM 6" INTO FOOTING DOWELS • CD ASSOCIATED DOC /F SLOPE GRAD c-(1)04 REBAR&;ONT.w HEADER COURSE '12" 5 WORIZ. 6 NOT 13E USED F I r I 1 L I SLOPE — DIMENSIONS ARE } /48 INTO P+LAB(GROUT ALL SPACING THEREAFTER - BEND ALL MIN Fft§ (GALS• WORK(S)OR P RS t IN�iGATEp o% �� VEIW ++ n — 4" — —_°— — . = 6" INTO FOOTING /12" INTO SLAB (GROUT FRS END OF 0 GRADE MIN DISTANCES Q (III= CELLS SOLID) DOWELS • TOP't BOTTOM,EMBED MINIMUM 5 VJERTIGAL$ — — — tF PERMISSION OF T X11 �, = i N GLEAN COMPACTED j 11=) I 1 b 1 STORY M DISTANCE$ ALL CELLS SOLID) WITHOUT THE EXP1 —. = - I N NIs III SAND FILL 2 STORY =I I I ( I—_-181 — - • 24" O/C ENGMEER IDENTI ' 1 I _- •• EMBEDDED STRAPS 0 I 45 VERT16ALS • o% SPACING ——_ — —— — i , .. .' ITYf'.HORIZONTAL �� REV DESK 1 MUST BE INSTALLED w/ TO 12 COURSES: 24"0% _ W/O BRICK 1 (TVP.VERTICAL-';REETAITh +4 DOUELS REII`FORGEhEN1Th (2) n �y " 1 w SSS�/'I ADDITIONAL PIECE OF •4 —_ e " (Q_ I I I ADD CLEAN FILL AND I2 < 13-I/2 COURSES.- 16 o/G I I ( I I 6 - - = CORNERS o%TF�EREAFTE EfE>JD WI.I(MWII)LONGITUDINAL I I - CT � 3 REBAR PER 31MPSON 11 — ALL DOWELS w ITOP 4 BOTTOM, D WIRES SPACED w I6" O/C. AG I 12 l )LIFTS. 13-1/2 < 15 COURSES: $ o% =I 2 4I W/BRICK INSTRUCT(ON.ct •• — MG�RIMOII7 AI L�GLB FOOTINGS)/12" INTO BLAB I $" CMUi FILL ALL CELLS — III—I IPROVIDE HORIZONTAL — — t atoar aoorp�slze • MAX. STEMWALL HEIGHT: C5) REh�FORCEfNt WITHIN Ib _ OF TOP AND 501TOM OF SOLID.w/3000pa1 GROUT. — - IWO BRICK 12"UDE W/(2)A4 OR(2n CONT. 8" COURSES.FOR WALLS > I Ip.�y C2rs CONN.OR!zJ*a MASONRY STEM WALL. ° I = ADD CLEAN FILL AND W/BRICK 2® WIDE(n�cLUDING LEDGE)Wv f2n cwt(3) (5)S COURSES HIGH USSW0`0 BRICK W1 BRICK 2 �" f2J■s Gavr.OR(3) I —I II. COMPACT IN 12" (MAX)LIFTS. 4 2 STORY DETAIL IA/ST2 OR IB/ST2 I i I—III—I I LAP ALL REST MINIMUM ° — 1 ,1 IWO BRICK Ib"WIDE W/C2n CONT.OR(3)#4 DEPENDING ON WALL HEIGHT. 8" CMU;GROUT ALL CELLS II: I =5 HORIZ.NEAR MID-HEIG�-{T. 40 DIAMETERS At ALL JOINTS. W/BRICK 24"WIDE(INGLUDNVG LEDGE)W/!3n OR(4)04 Wio BRICK �"xl®`Wi(2n CONT.OR(3)�4 Wv 2;y,►•x10"au=3n CONT.OR!4)tiF SOLID. MAX,(tm)COURSES. 1 TYPICAL FOUNDATION DETAIL I ADD GLEAN FILL II. I (� (TYP.HORIZONTAL II =1g HORIZ. ; EACH �Is ��I REINFORC�RTENt} (2) ST2 NOT TO SCALE sT7 NOT TO SCALE COMPACT IN 12" (MAX)LIFTS. I I I� WI.ZIMWII)LONIGITLDINAI. 4th COURSE r II I ( ( I I WIRES SPACED a ib" O/G. =I _, , , , ,- G o� STANDARD FOOTING SEE DE II. _TiAI OW I L BEL • t PROVIDE ZUhI AL EMBEDDED _ REINFORCEMENT WITHIN ib° I Designers n�s BE SEE STI FOR VERTICAL WALL CONNECTION. I I I 9 Eo l,u — = I I I _=1 MASONRY .°F I► — „I I Engineers 5 1/2 5 1/2" WIDE CONC. SILL TOP AT MAIN • MAX 2 COURSES _ I 112 d. X 24 w.2,500pa1 �C Fill, J ADDITIONAL SLAB LEVELlaqECE OF 04 .TDP-TO-GARAGE FLOOR ABOVE $LAB LEVEL. SEE STI FOR VERTICAL J I —FOOTING w/C3)5 REBAR EXCEPT: �ed0 McNN1uN DEBAR PER YARIESt MAX 1 1/2" (HEIGHTS EXCEEDING WALL CO CTION, �_'. ew I I ° I " " " WIDTH BY MORE THAN 2" REQ (I)P4 CONTr• M SOLID GROUTED I I I —�L21 wTORY �( BR{CiK USE 12 d � �► INSTRUCTIONS. •• ADDITIONAL ANALYSIS) ft QA bW 2W U-BLOCK ARSE ; ; _ I I ER OVER 4" CONC SLAB W/bxbx10/10 LUIF TYPICAL �-� I I I I I GLEAN, MIL C4MPACT'ED,APOR ITREATED FILL _ TVP.VERT. — -- _ lm SLOPE ROW. =_III I STOW FW/O BRICK x" 10"UV(2)%4 GOVT. - _ _ _ _ 1111=III III GRADE I UA/BRICK 20*AW'Wy f3704 OR l2>15 CONT. ,; SCLEAN COMPACTED = I — — SIZE/R£INFORGEMENT W/O BRICK 20"WV"W/(3)w4 OR(2n CONT. YPICA�6- FOOTING - SEE 1/ST2 FOR 2 STORY SAND FILL = I I 1 I _-'=I W/BRICK 24°xm"uu l4r4 OR Can CONT. Jd r f I Iu TYPICAL FouNDATIOId 1B 10515 COURSES STEM WALL FOUNDATION _ I k;l Pit A ST2 SW SSP SOAILL$ to 30"1POP LATERAL SLOAD � L��DISTANCES —1 I I— I — — 1 I,n �51@ COURSES STEM WALL FOUNDATION } ST2 FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE 2FOUNDATION AT csARAQ9 812 NOT TO SCALE 812 NOT TO SCALE 4" CAONC SLAB i !OVERLAP SLAB RE 55 SLAMS THRESHOI.d 3/4" FOR SLOPS 3/4N X EXP.JOINT AT GARAGE DOOR „ CLEAN WELL GOMPACXTEt i1E 1E I 11 OVER 8 MIL VAPOR BAI2IRIER OVER 1-1/2" MATED FILL i OVER 6 MIL VAPOR BARRIER OVER OUTSIDE FACE OF tBl-DCIV 4 CONK SLAB UJ/6X8X10/I0 WU.F I ;'I RECESS SLAB 3/4"FOR SGD 4 CONK SLAB W/&XbXIV1I0 WWF TREATED FILL 11 CLEAN,WELL COMPACTED,TERMITE I 4" GONG SLAB W/bX6Xl0/10 WWF OVER b MIL VAPOR BARRIER OVER 17# F OVER 6 MIL VAPOR BARRIER OVER — — CLEAN,WELL COMPACTED,TRE TED FILL II'yi CLEAN,WELL COMPACTED,TREATED FILL =III 1=III 1= = I =I TYP.SLAB - — : : F:�;-•_�_ +-,mac 1" DEEP UKJt g EXCO CRETE � I --------- ril _ = _--� IS (WIT HRS OF PLACED ENT)= r gk,s"'o I 5" — = TYPIC ' TING - SEE 1/ST2 FOR I _ _ - b MIL VAPOR BARRIER — CLEAN S{Z£/RE INFORCEMENT g I '•' . SAND FILL = _ _ HIRE] I — e — —_ _ =1 111 =1 I , � I 111=111 1111 1 =1111 1Z" _ (1-*4 GONt. -I _ (2)04 CONT. _ 1111=1111=1111= -III =1111 =11 = 11 =- = 11= =11 — 111 TYPICAL FOUNDATION -- - - -_=HIM I — _ = 1 STORY 20" 6 SLOPED TURNED DOWN EDC 2 SC TORY3 I FOUNDATION AT S�IC&Q 3 FOUNDATION AT Sa ST2 Hai T+p SGALt a CONTROL JOINT-FOR CRA�`,K CONT1?DL "� � sT7 No'r��„E � INTERIOR LOAD BEAi?INff I I! ST2 NOT TO SCALE ST2 NOT TO SCALE " t I ST2 NOT t0 SCALE IF P C ,, HOLD HDR.ELK 4" coNc$LAB W!bxbxt0/10 W11F TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER _ * '3 11/21, CLEAN,WELL COMPACTED,TRE A FILL 40VER 8 MIL VAPOR W/Iiii BA ER O R , a ,:Y1 - •-. a .- w� TYP.SLA`LB :.,-- �� __=�1 CLEAN,WELL GOMPAG ,TREATED FILL 4" CONC SLAB W/6X&X10/10 WWF _ _ 1 1 _ VARIES- _-� -_ •' -� �- * OVER 6 MIL VAPOR BARRIER OVER — GLEAN, L COMPACTED, TREATED FILL — _ _ _� MIL VAPOR BARRIER .• - ' ------ - I11=1— III -1 I I I —_ 1 _ _ _ — — — = III — — — – I =11 = , , I, I P I � � I I : ;� la it i•',I I Ittl , I 'I I I rt p I I: 'EH ( 1- j) I�I � I € �S fl I � � � • .. r s I I. I t I,d I If j3Nl , I' Ik I s 1 1, r i I t. l.: I I . i I p 1 I Iy I ? 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I:" t E.. � p N-RIN 1.. II R 1 I e I 11..5 \ N A INV.E. Sc' 1R .77 , Y INV. II I: i 1 s N t l" , ,, .„. I:IY it � •, I ; t... .; .:: I • tl a}. I .lI�, �I.I 1 11 13.151 ASPHALT_P_AVEM_FIT 1., SANITARY MAN DLE I I� ( .- W _ _ _ _ - a� .t r'.. 1 II.. t Ii III N.RIN . 11.9 � -� - -- - -- - - - - - - - - - � 10'CLF.- - - - - N dt - - - - - - - - - P:PE �. I, � � I 1 uNAeLE ro oP _ - - - - - J 4 j' � FOUlD NAIL f I' •I ( v III P P P •CLAY I C I 1 i I Y � AST 230.0 ¢ I E I 707- # I N AADS C DSK•L84 } Y JA S- t JJ u f 1 '1. UN R R N DE G OU D } m i I ICF' FI 1 � 229.96• EID t 11 7 i 5 I : R PLAT) lr I R 11 I 1 R V i RABLC i WATER NARK C TE E m _ I I I tt 1 p _-.�- D r .iL t O - CEN C O CABLE RISER G ,-_. •�'IINK W V :II w C e E SE - �I CNAK. I r iI G - 6- wArER � I - '< N'ATEF WATER' 1 4 CHAIN LwK F D POWER POLE x .r• O� t �' W � NETER 3 I TE - CNCE 1 'wW O w.- Z _.-,-. .-.-.-._._._._.-.-.-.J NETER LHAN LINK FENCE METER w Y .'Z... 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II, ISI INV.N W' - 7,98 ( , 30 0 15 30 INV.<. _ 60, VV C � 1 } +� INFEE T•�� SCALE I � _ F r r I r z II { I 1 II I { : I r r .I, I I + 1 I i Be hes l '_' H bitati for ,Hu anl*t 16 FRANCIS AVENUE Ziff AT NTIC PEACH , FL 32233 Be`'d'es PH E: (904) 24,1 .1222 Habitat FAX � (9�4) 241 -4310 for Hun�anit 1671 FRANCIS AVENUE ATLANTIC BEACH, FL F 322-33 ,r BUILDING CODE SU A Y `9°4> 241_,222 FAX: (904)241-4310 CODE ENFORCEMENT JURISDICTION: DUV L COUNTY ZONING CODS: THE PROPOSED STRUCTU E COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESI ENTIAL DISTIRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35 0"). 2 ATO RY, 3 BEDROOM A ZONING CLASSIFICATION: PUD SINGL MILYE FA HOUQ'ftE WIND ZONE: 120 MPH (WIND-BORNE DEBF�I ) S AM& FLORIDA BUILDING CODE - RES1[��TI�L.• 26Q7 EDITION 1839 & 1 $41 TAYLOR WAY 2 STORY, 3 � FLORIDA BUILDING CODE - PLUMBING: 26 EDITION ATLANTIC BEACH, FLORIDA 32233 BEDROOM FLORIDA BUILDING CODE - MECHANICAL: 200746DITION ` � � fi ```' dUVAJ- COUNTY ATTACHED FLORIDA BUILDING CODE - FUEL GAS - 200?;EPITION .� SINGLE NATIONAL ELECTRICAL CODE: 2007 EDITION FLORIDA FIRE PREVENTION CODE: 2007 EDITION 4 FAMILY DI�"WING INDEX HOU S- ES OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE V­13 (WOOD FRAME) Al - TITLE SHEET, (DRAWING INDEX, GEN . NOTES 1839 & 1847 TAYLOR WAY � • ., SPRINKLED: NOATLANTICA2- FOUNDATION (PLAN ,33 FIRE DISTRICT. NO 26E -ACH, FL BUILDING HEIGHT- A3- FIRST FLOOR (PLAN DUVAL COUNTY APPROXIMATE HEIGHT AEG: 24'-3" A4- SECOND FLOOR PLAN MEAN ROOF HEIGHT: 21 '-2" A5- ROOF PLAN BUILDING AREA (TYPICAL OF TWO)- /46- RIGHT SIDE AND FRONT ELEVATIONS TITLE SHEET, FIRST FLOOR A/C: 630 SQ FT. INDEX OF SECOND FLOOR A/C: 612 SQ FT. A7- LEFT SIDE AND REAR ELEVATIONS DRAWINGS, TOTAL A/C: 1 ,242 SQ FT. q$- SEPARATION \NALL SECTION AND DETAILS GENERAL GARAGE: N/A NOTES LANAI : N/A A9- EXTERIOR WALL SECTION AND DETAILS ENTRY / PORCH: 50 SQ FT. A10 FIRST FLOOR ELECTRICAL PLAN STORAGE: NVQ► DATE: 02/11/2011 TOTAL UNDER ROOF: x ,292 SQ FT. A11 - SECOND FLELECTRICAL PLAN O(JR Y DRAWN BY: SER L • * IS BUILDING IS A TOWNHOME SOLD AS "F �� BUILDING FILE COPY OT AREA. THIS �E SIMPLE UNITS. BUI COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 - 704.4 RSV DP6RCODECOMPLiANCB CITY OF ATLANTIC BEACH SRfiPERM17'S FOR ADDITIONAL REQUIREMENTS AND WNDI170P75. RCVIBWED BY: DAT&3 11 ff I it , x; f II A B C I Beaches s { 'y 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MOZEL - ENTRY RIGHT LEGEND I:aHabitat 400-000 4" INDICATES ASTEP-DOWN OR RECESS IPS for Humanity' CONCRETE SLAB W/ MINIMUM DISTANCE 20'-0" 20'-0"' DENOTED 1671 FRANCIS AVENUE ATLANTIC BEACH, FL INDICATES SLOPED CONCRETE SLAB ® 2'-t0" 8'-0" 10'-0" 10'-0" 8'-0" 2'-0" 32233 f t SLOPE 1/8" PER FOOT (MIN) (904) 241-1222 -1 l; C II r I 15 -1� 3t-60' 31-601 1 FAX: (904) 241.4310 JIR I -0 -4 -0'-4" o i I i> I W "rte COM COMP ;� a. i I SLAB NOTES - - - - - - - - - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - I Nil i I � i II 1. THE FOUNDATION IS DESIGNED FOR AN ASSUME[ Itl)� MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY Tt0 II PROVIDE PVC VERIFY THAT THE SOIL WILL SATISFACTORILY SUtTAIN j AS REQUIRED CON II NDUIT TO AHU I I V{IIDE PVC THIS LOADING II I I QUIT TO AHU ,Irk �a AS RI €QUIRED 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WNM II I I I 3'-0" G'I f u OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 I / ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, ( / ' IIS COMPACTED, TERMITE TREATED SOIL. (TYPICAL) II ! 1 II i I I ` 3, VERIFY LOCATION OF ALL INTERIOR LOAD BEARINGLOPE it I I I +5LT3P� F PARTITIONS W/ TRUSS ENGINEERING DRAWINGS LAND o PROVIDE THICKENED SLAB 0 AtL LOCATIONS. SEE I 0 -4 I DETAIL) .. L -4 II I I I 4 — —1 it I I I 2- " 4, THE HEIGHT OF ALL STEP-DOWNS SHOWN ON STORY, � ° DRAWINGS ARE MINIMUMS AND MAY VARY AT II k, BUILDER'S OPTIONS AS REQUIRED BY SITE II BEDROON CONDITIONS. - "ol II -0'-0" I I -0'-_ ( o �. I t I ;,t AFI a 5, VERIFY LOCATION OF ALL PIPING AND E(5NDUrtS II ( I I rN 4" kll REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL it i I I I ATTACHE[ £' d It�, b,1` PLUMBING FIXTURE LOCATIONS) I't SLOPE, SINGLE it I i • :.. I II , it , I �l 00 CID FAMILY I NOTE : oo II I I I co 1 , HOUSES , 1 : l I A R I, ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TQ ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VFERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS II I I I , i I , , ENGINEERING PRODUCED SPECIFICALLY FOR PRWECT. ` r. I � 1839 & 1841 TAYLOR WA ,., ll I ,I I Ix -- - - - - - -- -- - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - -' ATLANTIC BEACH, FL 32233 . 'I bl 0' o - - -0" HB HB -0'-0 a o x >, o 0 Y I J L o I i41 DUVAL COUNTY I I. 1i ...E I g, '10 0 0 I ' 010 -0» } t I,!. I I .,' ,. FOUNDAT101 do PL.� 40 0 AN x ! I • 3 h CL y { k I SEPARATION WALL i , ; FOUNDATIO P LAN DATE: 02/11/2011 DRAWN N BY: S w ER a� ! 1 /4 a I I iq I, aC S gill I r� i I, 3 . I f 1 f I (; ABBREVIATIONS ABB ABV ABOVE { AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR B C AHU AIR HANDLER UNIT QA CABS CABINETS j CLNG CEILING 2 Beaches COL COLUMN DR DOOR j DW DISHWASHER � FlR FLOOR 2 STORY 3 BEDROOM MODEL LEFT 2 STORY 3 BEDROOM MbDEL ENTRY RIGHT Hab*ltat AFP FIREPL CE 1, GLS GLASS40, O01 for Humanity* HB HOSE BIB MC MEDICINE CABINET { MIR MIRROR 1671 FRANCIS AVENUE MTL METAL 20'-0" 20i'-p" OHC OVERHEAD caes 2 2 ATLANTIC BEACH, FL OPNG OPENING 32233 4 OPT OPTIONAL 5'-0" 10 -0 4 -9 4 -9 10'-_D� 5'-0" R&S CLOTHES ROD and SHELF (904) 241-1222 ATR „ FAX: (904j 241-4310 REF REFRIGERATOR SD SMOKE DETECTOR IL 8'-4' 2'-5 A-8 -5 -4 I SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) I: VOL VOLUME WC WATER CLOSET ATIO A/C A/C PATIO o WD WOOD of coo H COMP COMP B 00 a WH WATER HEATER % do o `t 1= '� 30 S 3 SH '� s r 3 SH voa o00 4 -CK4N i3)SH N 4 A-s I I i o o r — o o I I 1 A-s o lfi N 068 I I I ( I I X06 N 3 I i Iz I O p p i} z = -IN I I r IN N z r. F STAIR NOTES �r 3 II I KITCHEN o I o KITCHEN I I 3 LO DINING ROOM 8' CLNG � 0 (110 010 0 0 8' CLNG 00 DINING ROOM o N I n IF rn w O 8 CLt� VINYL \ I I I \ 8' CLNGLtj Q VINYL M 1. TREADS MADE OF 2x12 GLUED & SCREWED ( 0 p � 3 "I 10 `-'' I" 3 j (TRIMMED AS REQUIRED) W i „ r_ „ ,_ ,_ W i1 , „ 6 6 , " , �, - N � N 6 -4 4 -0 2 -11 6 6 2 -11 4 -0 6 4 ' 2. RISERS MADE OF 1x8 GLUED & SCREWED `� (TRIMMED AS REQUIRED) REF 00 I, oo 1 3. LANDINGS MADE OF 2x8 ® 16" OC. DECK W/ STO AG E wl to Hu _ J — AH ( I STORAGE rl 3/4 T&G PLYWOOD GLUED & NAILED B' CLNG N N OHC OHC - N N W CLNG % 2,_8 „ 3,_8„ 3,_81, 2,_81 I 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) 0 2868 $ I \ CL.2'- ::::2868Y 0 I --' IN 2868 I I ( wH WH I I ( I 28681 2 STORY r LI 5. TOP OF HANDRAIL INSTALLED 0 34" - 38" - X& WALL r I l \ 11 � ABOVE FINISHED FLOOR TREADS AS I I T RI SI�-I ;� I E I �I MEASURED FROM NOSE OF TREAD BEDROOM -�,,., N ¢ 43, 41 N > �+NN P DER I I I I POWDER - N NLIE Il �N% ATTACHE[ III M - I ° 8' FLING r7 P 1 M 8' CLNG ° � N I M VINYL . 3 8 - - - - - A 3068 VINYL 1 4: 1I KC- M A_8 SINGLE .. Rd;S 42"H HALF I 42"H HALF 4,_1,, &S 4 -1 WALL W/ CAP WALL W/ CAP PR - AB I I I I PR - AB ., FAMILY I 2068 HW HW 068 �' Ili r I:E STEPS. Ig I. IN MATER 6 0DINO FASHION, STARTING 3 3 I4 AT THE BAS! OF THE WALL • WORKING TG s THE TOP, INSTALL THE WRe TO WINDOW INSTALLATION (METHOD A-1) p HOUSES THE FACE OF THE SHEATHING. WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR 7O TME WINDOW 1 —0 5,-2 „ 5, 2n 4r 3" 2 t>usrALUTION. z 3'_1" 3'-3 4'-O" 4'-3" - 4'-0" 3,_3 ,, 3'-1 " N z; L ,I 3 I Lnh 2. APPLY SILL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE II 3. APPLY BEAD OF SEALANT AT BACK OF SEAL THE WINDOW FRAME TO 0 h WINDOW FLANGE N11 SET WINDOW USING PA OPENING. APPLY A I6" NON. SE T1 A O Lo �, HEAD SCREWS TO FACILITATE NISPECTION, DIA. TO THE BACKSIDE THROUGH Lj ppW ,IgMg W 1 M W'- (INTERIOR) OF THE WINDOW 's 4. APPLY BEAD OF SEALANT AT SIDE FLANGE, IN LINE WITH ANY SEALANT BEAD a C7 I A�8 �� W DKV JAMBS, EXTEND 8 A" PRE–PUNCHED HOLES OR BEHIND MOUNTING Ln Th �� W ' 1839 8E 1841 TAYLOR WA' I l 5• APPLY JAMB FLASHING SLD t .1Ae,9 FLASHING FLANGE i' F LIVING ROOM LIVING ROOM S. APPLY BEAD OF SEALANT AT HEAD d7 I I € I APPLY CONT. SEAL TO THE I S CLNG 8 CLNG 7. APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOP l I. (HEAD) AND SHOES (JAMl5) OF i 8. REMOVE PREVIOUSLY APPLIED TAPE. WINDOW. EXTEND SEALANT AT ALLOWING wRB TO LAY FLAT OVER HEAD JAMBS 'ABOVE THE R0. AT FLASHING, APPLY NEW SHEATHING TAPE HEAD. EMBED 440 FLASHING OVER DIAGONAL CUAil, T - SEE Du►cwuw. NTD sEALIwT Aw FASTEN IN o o ATLANTIC BEACH, FL it SEALANT GOES OVER TING BEAD BETWEEN M M I ~LNG FUWOE 32233 o HB 305 SH 305 SH Hg o DUVAL COUNTY wk I EGRESSWINDOW EGRESSWINDOW N I i f i11 SECURE 4VRB AT HEAD N 2 li SEALANT 2" 2" 5 JAMB F ASHING r Irl ` EXTEND JAMB FLASHING TO \ L. 9 i{{ f h� I i OVERLAP SILL FLASHING. EXTEND JAMB FLASHING BI[• \ \ LINE OF 5'-0" 10'-0° 4'-10" 4'-10" 10�''-p" 5'-0" LINE OF s i,l I i HES TURCK"roPoF'M AT \ �'1}l1ALJT6"F s r°'°s '• _9 7r Irl CANTILEVERED FLASHING LINER THE FLAP OF \ CANTILEVERED WRB AT THE HEAD. SEE 2ND FLOOR II FIRST FLOOF I \ 2ND FLOOR 20'-0" 2Q;'-0" t 3 DIAGRAM. INTERIOR VIEW: I s 3i EMBED BOTTOM OF THE MEAD TOP LQ1$ CORNER OF WINDOW 3 s PR1E' OUSLY AFD THE 4p 0 PLAN r (FLASHING GOES OVER SEALANT). II EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN \ SEAIAAVT PLACE. 'i CUT LINE SILL FLASHING \ I A-6 }8 J`• SHIM AND ADJUST WINDOW TO LEVEL CONII USECL ACHIEVE SOLIARE, PLU� REIM NER$. FATTEN WEATHER RESISTiANT BaRRI'R mAmWACRR""r°E°�Flr ppNNs SEPARATION WALL UIt681 ATA 45 DEGREE ANGLE. { CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER ETOTHE� EXTERIOR NRR e y FLOOR FIRST PLAN DATE: 02/11/2011 3 DRAWN BY: SER , 1 /4 �� I .I . y4 I A 11 fif I III " 1 " Iill ti I ja4kC' i I II { 4 F I i s r f" t t. 7<< Beachwac it 91. _ { IIN It CHab V (2)2x4 OR (2)2x6 TOP PLATE.- A R � � 2x 10 WINDOW HEADED — � c2) #or uman 2 STORY 3 BEDROOM MODEL - ENTRY LEFT2 STORY 3 BEDROOM MODEL - ENTRY RIGHT a I. 3052 WINDOW I I 1671 FRANCIS AVE 400 ATLANTIC E3EACF y -0 32233 I 20'-0" o (904j 241-122 SPACED" C „ r " 1 " N 72 rr 13'- 6'— 2� 2" rr 13 -2� 6 -7� FAX: (904j 241-4; It rr 2 2x6 SILL PLATE 15'- " 4'-s " 4'-s 15-0 " h (2)2x4 OR O 2 2 If t. 193/4 CRIPPLE A-e I WINDOW EGRESS WINDOW SII 2x4 OR 2x6 BOTTOM PLATE " EGRESSj 405 SH I• 405 SH I 2868 2868 MW A-9 e 11 a I C7) .1 4 — k A-9 �.� .f-. — R 1 8 18 CIL 1 8 MASTER MASTER I I BEDROOM 1 BEDROOM i ill : ill,I : — 8' CLNG A-a 8' CLNG .J f � f„ I : R&S i HVA VA TYP . 2NDSTORY I R&s 3 I ALIGN �N � ALIGN i b 5'-0 1/4" I I 5'-0 1/401 WALL WALL IWINDOW SECT10N WITH rn WITH WINDOW WINDOW FRAMING 2 It ,I FRAMING _ t" 1 1 Ir rr , r/ — - 1 /2 (] ® 0 � 5 64 3 -7 3'-7 5 6 OE t r I h i o BATH �' BATH Mo O ICN M N O I 8 CLNG 8' CLNG u t 1 2 1 1 1 1 2 13 1 VINYL f g f"y" k VINYL 1 ` L,Dn " rr x 2 STOW 1 N 42 H I 42 H 13 - HALF HALF ;� 3068 WALL WALL :,3:0:6:8 BEDRO( ABBREVIATICSNS �' AP �i I I C C j I IN I a ABV ABOVE > mI LAUNO - - _ _ - 1 , t LAUNO � , �y, ATTACH A3 V ! AC AIR CONDITIONER �N `CI 8' CLG 8 A-9 I 3068 8' CLG x A16 { AFF ABOVE FINISHED FLO R 1 I *- VINYL VINYL $; i AHU AIR HANDLER UNIT I A-� in .I y — - -- ao v=i R&S R&S V1 (r 7u SINGL t. CABS CABINETS I r CLNG CEILING N LO o .. o II 1 n COL COLUMN L N r7 4068 4068 r7 N N J :a N FAMIL' DR DOOR i S G I 'SL &S ,n pW DISHWASHER 9� I FLR FLOOR i 4068 �o� 4068 iv fll� N �O ' FP FIREPLACE — HOUSE I f GLS GLASS ~jo �c9 '�� d' {' s HB HOSE BIB 4'-8" - 5 -2 0 41_811 efsyi�t MC MEDICINE CABINtI"ET 22Y2" X 36'1 2'-8" 011 " 5,_2„ 2 2r_ rr j 22Y2r' X 36rr MIR MIRROR 2 MTL METAL ATTIC ACCESS �� N 0 It ATTIC ACCESS t OHC OVERHEAD CABS M 1 ; OPNG OPENING z OPT OPTIONAL �• 0 1839 $ 1841 TAYLC x I ,�f; I AI BEDROOM #3 BEDROOM #3 1 r' R&S CLOTHES ROD tnc� SHELF o BEDROOM #2 0 $• CLNG I 8' CLNG BEDROOM #2 o ATLANTIC BE:AC 8' CLNG 8' CLNG �r� w REF REFRIGERATOR SD SMOKE DETECTOR ' SGD SLIDING GLASS (DOOR j ='I�:F is SH (2) SHELVE S (QUANTITY) 32233 VOLUME VOLVOINC WATER CLOSET o 305 SH 305 SH � I I �£• WD WOOD — iv EGRES WINDOW I EGRES WINDOW DUVAL COON' WH WATER HEATER 305 SH 2 305 SH I I EGRES WINDOW A-$ EGRES WINDOW 31 I' ffi f 5'-0" 5/'Orr 5'-0" 4'-10" 4'-10" 5'-0" 5'-0" 5'-0" 4 g�jt. 10'-0" 9r-10,/ 9'-10" 10'-0" Yl x` r ' ` 101 STAIR N OTE . 1 „ r I4 20'-0" '20'-0" IY cl i:ff.., SECON rr of°' t I i , 2 2 S {G 'y 1. 15 EQ RISERS 0 7 9/16" I FLOOR R �13� EQ RISERS ® 9 1/2" W/ 1" NOSING I (f NOTE: TOTAL TREAD DEPTH = 10j 1/2" MIN 40'-0" 2, TREADS MADE OF 2x12 GLUED & NAILED A-6 (TRIMMED AS REQ'D) 3. RISERS MADE OF 1x8 GLUED & MAILED (TRIMMED AS REQ D) 1 CL 4. LANDINGS MADE OF 2x8 0 16" X. DECK W/ SEPARATION WALL 3/4" T&G PLYWOOD GLUED & NAtILED 5. STRINGERS ARE 2x12 EQUALLY SFPACED (TYP) SECOND E OOR PLAN 4f 1 $ � t f, Kai DATE: 02/11� DRAWN BY: 1 /4 t I 1 iit 4t j t I" to t fIVIl f k i I 1 ,pfy i##Nr j { X1144 I� i i '� ,r• 1 { a it I tf. pN 't tis S t r 1 f t iItt Ha for � t fir!a I 1671 FRi ATLAN' B C i F A (90� !! FAX 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT f i i I a 11I Ir f. r I. ! 1 I I 1 i I I w fl.l ha°i l�1; I i .i LINE 0 ' GABLE WALL— - I 4�-0" I 40-0" I y l I I. ! j , 48 OFF I I I OFF sl RIDGE VENT ! IRI EVENT2 l I I I BEC I I I yl' �,�` t� �I �. � ,yam. I I IIuJ Milt ' ,5 ; I RIDGE I o > ATT LLJ I ui I op k rClu 1 _ y� 1 i A5 s, 1 I FA it H C y OUSE FIRE-TRE ED PLYWOOD A MI IMUM 1839 & 18 (OF 4' FROM F RE WALL r Lu 0 PENETRATIONS ' I o !I r I I I � � 4,_ " o f WITHIN 0 I I HOUR FIREWALL I Q DUV it q :. i 1 r 1 riROC i (TYP) it aa� II I. a I I i f 1 kri ; SEPARATION WALIL iT jj9, 1 Ii111� i�� Y it 1 If � ,. i I � Vi ROOF PLAN DRAV11 l 1 / r it 1i r, i I r 4 li it I II ff I ii I { ( i ii i I �I it Y �I I �I �I i I 12 12 4 . ROOF TRUSS BEARING �, 7 -7 Beaches ii WALL LINE Habl"tat BEYOND -� for Humanity 1671 FRANCIS AVENUE VINYL SIDING ATLANTIC BEACH, FL 32233I q i FINISHED SECOND FLOOR (904) 1 1222 9 -5 1/2 ) FAX: 904 241.4310 I FLOOR TRUSS BEARING C3 C3 Pont Lj. i FLOOR FINISHED FIRST 0'-0" 111 I I � J � RI ('.*l3HT SIDE ELEVATrON ; 2 STORY, 3 BEDROOM I A B ATTACHED I 2 STORY 3 BEDROOM MODEL - EMTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT - a SINGLE — Al FAMILY HOUSES 12 12 � 4 4 � ROOF TTRUSS BEARING 17'=7" 1 839 & 1841 TAYLOR WAY I; VINYL SIDING ATLANTIC BEACH, FL 32233 DUVAL COUNTY DECORATIVE WOOD FINISHED `SECOND FLOOR '" 9'-5 1/2 BRACKETS " FLOOR IrRUSS BEARING 8'-1 1/8 VINYL I IN JI _SD G FRONT AND TO BRICK LEDGE 4 I � 3'-4" RIGHT SIDE I _ U UELEVATIONS I. FINISH - FIRST FLOOR 0'-0„ ICL SEPARATION WALL I I FRONT FI FVAT I n N1 12 4 1�i� 4 Beaches ROOF TRUSS BEARING 1T-7" 4 Habl*tat WALL LINE BEYOND for Humanity' 11671 FRANCIS AVENUE ' /ATLANTIC BEACH, FL VINYL 32233 SIDING (904) 241-1222 FINISHED SECOND FLOOR i FAX' (904) 241-4310 9'-5 1/2" FLOOR TRUSS BEARING 130 FINISHED FIRST FLOOR }} DEET SIDE ELEVATION 1 /4 1 — 0 " Z STORY, 3 BEDROOM _ ATTACHED A > B SINGLE — M MODEL ENTRY RIGHT 2 STORY 3 BEDROOM MODEL — ENTRY LEST 2 STORY 3 BEDROOM I FAMILY 12 12 HOUSES 4L-,-` �4 OOF TRUSS BEARING 1 7'-�" 1839 & 1841 TAYLOR WAY ATLANTIC BEACH, FL 32233 _ DUVAL COUNTY FINISHED SEC D FLOOR 9' 5 1/2" IFLOOR TRUSSEARING 8'-1 1/8" s' VINYL / �\ I$ SIDING REAR AND LEFT SIDE ou �k— ELEVATIONS FINISHED FIRSJ FLOOR FL- 0'-0" CL I ;r I SEPARATION WALL - ELEVATIONAF� SATE: 02/11/2011 2 BRAWN BY: SER 1 /4 == 1 — 0 " q.. A7a, s_ } FI r r II F r IF B 11 A ATTACH 2 METAL t I, C—CHANNEL TO DECK CL OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM { SEP><ARATION WALL DISTANCE OF 4 FROM FIRE WALL t , I `f ii 141 ° TOP CHORD OF TRUSS 0 — N IN ERED PRE E G E Q — — — -' — — — — WOOD ROOF TRUSSES Beach) FIRE RESISTANCE RATINGS — ANSI/UL 263 v 11i a b `,,� °li' Design No. u336 I Hab*il October 15, 2008 . from separation wall side only a PENETRATION Exposed to fire o y � NOTE. NO ROOF PE Efor Hum T 11 f, WITHIN 4'-0 OF FIRE WALL — TF� Finish Rating 120 Min ALIGN TRUSSES WITH INSIDE SEPARATION WALL; (Max Height — 44 ft) 6 3 A 1671 FRANCIS EDGE OF FRAME WALL I 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs d ATLANTIC BE/ form from No. 25 MSG gals steel, secured with suitable fasteners spaced 24" 32233 i R-30 FIBERGLASS O.C. � 1 i BATT INSULATION 2. Metal Studs — Steel members formed from No. 25 MSG galV steel having (904) 241-1 11 _ FAX: (904) 24' 8 . , width 1 3 ..:•.: y . : II depth 2 and flange •, _ 4 .C. overs d GYPSUM WALL H shaped flange spaced 2 0 p 9 / CONTINUE hi G ., p 9 P * linerpanels, BOARD TO ROOF DECK, ATTACH — wallboard I e 3. Gypsum Board Two layers of 1 thick gypsum wal boa d „ 11 11 RUNNING ,� f panels friction fitted into H s o TRUSS i ed e GYPSUM TOVertical supplied �n nom 24 widths. g shaped studs. ' PARALLEL TO FIREWALL, r.,. 5/8" OR WALL" TYPEBOARD "C" CANADIAN GYPSUM COMPANY — Type 5LX. G • UNITED STATES GYPSUM COMPANY — Type SLX. 063" USG ALUMINUM ANGLE CLIPS ' ' j 1 SPACED AS REQUIRED " "THERMAFIEIER" INSULATION PROTECTED WALL: (Bearing or Nonbearing Wall) 2 3 FIRE BLOCKING AS REQUIRED 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at ll I : i mid—height where necessary for clip attachment. Min 3/4 separation between 6 r: (2) LAYERS 1" USG GYPSUM wood framing and fire „separation wall. — 6 " R 11/19 FIBERGLASS LINER PAN1=L 5. Gypsum Board C16ssified or Unclassified Min 1/2" thick, 4'-0" wide, BATT INSULATION applied either horizontally or vertically. Wallboard attached to studs w/ 1 -1/4" �i M AIR SPACE ; 1 (3/4 MINIMUM) long steel drywall nails 8" O.C. Vertical joints located over studs. j11 (Optional) Joints covered with paper tape and joint compound. Nail heads 4 4 covered with joint corround. # I; 1/2" GYPSUM WALL BOARD OVER 2x 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and #2 SPF WOOD STUDS ® 16" O.C. 3/8" 5 5 / 9 P YPg 2-1 4" legs. Clips cured with Type S screws Ion to "H" studs and •I with Type W screws 1-1/4 long to wood framing through holes provided in ., 14 1 2" METAL H—CHANNEL 6 placement (Im 6) for separation walls up to 23'-0" high. Space ,, r/ „ 1" (3/4" MIN AIRSPACE ) clips o of 10 O.C. vertically between wood framing and H studs. 23 32" T&G PLYWOOD METAL ANGLE — SPACE AS REUQIRED 1 / 6B. Clip ement Item 6) for separation walls up to 44'-0" high, Space '1 ,Item N GLUED AND _ � , I SUBFLOORI G , w f r upper 24 0 Remaining wall area below m A o u scribed i Ite 6 lips s d n, C s a PP 9 Al" '` SCREWED OVER PRE—ENGINEERED 2x SILL PI-ATE P L, requires clips spoc a max 5'-0" O.C. vertically between wood framing and "H" 2 STC) WOOD FLOOR TRUSSES I i7 I studs. SECTION A *Bearing the UL Classification Mark BEDRC �. .2M Unt�WN��M.. ATTAC i "THERMAFIE3ER" INSULATION a FIRE BLOCKING AS REQUIRED SING II ' ' y 4 1 .• I ' ' FAM I � � gI� � I' l � t 9 1 H UR, I : 1` 5/8" OR 1/2" TYPE 'C' It 1 F' ' GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD �r ,1 SWALL i 1 2 GYPSUM / WA ; x4 STUD LL V 2 Y SIDING N OVER I; VINYL S D G E I E �I R OVER 2 SP 1839 & 1841 TALI BOARD 0 E # WRAP i f APPROVED HOUSE [ 1 1 .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS ® 16 O.C. EXTERIOR SHEATHING SPACED AS REQUIRED - I 11 r 1 II USG C RUNNER ATLANTIC BE 2 R11 19 FIBERGLASS � I / t , H 2" METAL CHANNEL TO BATT INSULATION _ INSTALL GYPSUM LINER 32233 ATTACH ` ' (3/4 MINIMUM) A LOCATIONANEL DONLYS THIS fl C CONCRETE SLAB W/ 'PASLODE' 1�" "" CL OF SEPARATION WALL �I K L9L .r 1' l' j OR EQUIVALENT ANCHORS CSD 24" AIR SPACE: II CANTILEVER OUT TO 1 DUVAL COI O.C. MAXIMUM "� FASCIA BOARD. �- 2 LAYERS 1 USG �;, , , GYPSUM LINER PANEL 2" USG 'H' STUD II FASCIA BOARD ABOVE 2x SILL PLATE W/ • I ;Ir r f I : NII' kd L FOAM SILL SEAL (2) 1" USG GYPSUM LINER I IF SECTION PANEL (SEE S I" THROUGH SEPARATION WALL). I , 2 HOUR FIRE SEPARATION { : a a a SEPAr'%P ta. f a o o a WALL SE a , ' — CONCRETE GRADE BEAM ANDDE� 3 ( CL (SEE FOUNDATION PLAN) 'il' tis I SEPARATION WALL I � PLAN . D AT {1 ,I� P Y� SEPARATION WALL SECTION THROUGH SEPARATION WALE 2 : ��, ,, I � N .T.S . #I; _ , DATE: 02/1 IM DRAWN BY it ` I 6 1 i 6 6" t } I. I I [ IJt 4 I s a�,. a IrI r �I B Y i i 11 ,r it I 'I i IIF I I r' I' J 4 I III. 1 '{ I EI , c, Jill FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER ti 7/16 OSB OVER 7/16" ,c OSB WALL PRE-ENGINEERED ROOF TRUSSES YA i, - SEE STRUCTURAL SHEATHING I , _ I VINYL LAP SIDING OVER . INSULATION BAFFLES BETWEEN EACH l TYVEK HOUSE WRAP I TRUSS 12 I I I I I HURRICANE CLIP ® EACH TRUSS q TYVEK HOUSE WRAP TO j OVERLAP FLASHING. TAPE E ff - SEE STRUCTURAL DRAWINGS ALL SEAMS / JOINTS. , t f ' METAL FLASHING NAIL ED (2) 2x PLATES SEE TO WALL SHEATHING. l j STRUCTURAL a z �I t for f t , CAP SHINGLE INSTALLED A r $ I, 6 ,I I In W ROOF CEMENT. DO 1671 FRS ' NOT NAIL. ATLAN' I r I I METAL DRIP EDGE OVER METALTAL .. WRAPPED 2x6 FASCIA FIBERGLASS �90 I � , FAX: I I � • ARCHITECTURAL VINYL SOFFIT INSTALLED L ROOF SHINGLE , �I VENTED PER MANUFACTURERS SPEC. R-30 'MIN. SYSTEM ON 30# �I BLOWN—IN ROOF CEMENT VINYL "F" CHANNEL INSULATION ... FELT PAPER 1 ,_4„ TYP. OSB ROOF I R- 13 BATT INSULATION 1/2" GYPSUM WALL SHEATHING f I.< i1 � , a BOARD. MUD AND TAPE ALL JOINTS I _ HURRICANE ROD .SYSTEM . SEE I, ANDFASTENER STRUCTURAL DRAWINGS WALLEFASHI \ G DETAI � �TYP . �HOLES. SANDALL SURFACES FLUSH. » >f »l , 'I 7/16" OSB OVER 2x STUDS - 3 = 1 - 0 'Ii41 SEE STRUCTURAL DRAWINGS !f 2x SILL PLATE I \ I III tiF ai1 I��I I I 4� V4fl�i 'I I q t. I .I \ O 23/32"32 T&G PLYWOOD2 ST p SUBFLOORING GLUED AND Ix l SCREWED OVER PRE-ENGINEERED'{ `. WOOD FLOOR TRUSSES \ BEC �4 v ATTA VINYL SIDING INSTALLED PER \ 6 MANUFACTURER'S SPECIFICATIONS 1r OVER TYVEK BRAND HOUSE WRAP 5/8 OR 1/2 � � \ g 5 g TYPE 'C' GYPSUM r° I WALL BOARD \ A REINFORCED 2x PRESSURE TREATED PLATE CED S p SI OVER FOAM SILL SEAL - SEE CONCRETE SLAB & � S Cq7 HO — I STRUCTURAL DRAWINGS FOR FOUNDATION IC ' I / \ y,, a Irl ANCHORAGE SEE STRUCTURAL DRAWINGS \ ! Alla! 3 , _ 4,� EXTEND HOUSE WRAP EXTENDS kr Ifl ; 6 MIL VAPOR _ „111 I I BELOW FINISH FLOOR, SECURE WITH 1839 & 1 W !II �II STARTER STRIP BARRIER OVER ���' °� VC CLEAN, I?' COMPACTED AND X ATLANI TERMITE TREATED SOIL 't FINISHED GRADErbo II ^ u , ^ J �I00 DUVA III I FINISHED FLOOR -- ,1 I � 2 I' f O _ z I � I is �I / , EXT / r GYPSUM WALL III � I A BOARD WALL ,I�III s 1, I II AND I I ji C'I i j } , II fI� 3 tl l � III fl�l, i STAIR SECTION STAIR CRETA L WALL SECTION 4 >, DATE: 112 2 = 1 - � DRAW ,i1 I il' 3 I 1 , � � � i�ll �' •III ' + �; 9 i �I1 i PP � 1 I ' I II j li 4 , h i E{ it I "I I, I Ik i I , i , 4 I� A_ I L,, f 20 XHHW AL Beaches I f Hab'l'tat 'i 150 AWP PANEL ELECTRICAL METER for Humanity AND 150 AMP BREAKER a I 1671 FRANCIS AVENUE I 3" CONDUIT, RUN TO POLE ELECTRICAL SERVICE= RISER A B C ATLANTIC BEACH, FL EXTERIOR WALL 1 N.T.S. 32233 I (904) 241-1222 Ti FAX: 904 241-4310 , 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT ) C GARBAGE DISPOSAL ELECTRICAL_ LEGEND I _ 110 VOLT DUPLEX OUTLET-WALL MOUNTED j' 110 VOLT DUPLEX OUTLET-WEATHER PROOF 4� 110V DUPLEX -GFCI OUTLET I; • 110V DUPLEX -AFCI OUTLET - - 4104%6 N9 *4V* ELECTRIC . r EL E TRICAL 2 20 VOLT OUTLET MOUNTED PAN L I PANEL LOC TION LOCATION a 3 is ► TELEPHONE OUTLET SWITCH i � SWITCH-THREE WAY _ 3 a---� PUSH BUTTON SWITCH 2 STORY, ® G) DOOR BELL CHIMESArk i BEDROOM 0-+ CABLE TELEVISION OUTLET ' TO FIXTURE TO FIXTURE I � ° ABOVE ABOVE LIGHT FIXTURE-CEILING MOUNTED ATTACHED -�+ LIGHT FIXTURE-WALL MOUNTED / ' O SMOKE DETECTOR-CEILING MOUNTED / \ SINGLE J/ \ r ® EXHAUST FAN , FAMILY IGHT LIG2= PRE IRE ELECTRIC PANEL �. // (P WIRE I ( \ l F N) F N) \ HOUSES K DISCONNECT QUICK \ / y I F : FLOOD LIGHTS - DUAL HEAD J 1 T (LING M�UNTE N CE 1x4 FLUORESCE � � FIXTURE 1839 & 1841 TAYLOR WAY 'I I, LIGHT II t � I � a t t I � 1 \ I / ATLANTIC BEACH, FL I° 32233 g 2 DUVAL COUNTY ELE ,TRICAL ELECTRICAL I I N OTEMET R ELECTRICAL _ METER it LOCATION LOC TION it 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. h 1 2. ALL WIRING IN BEDROOMS TO BE ARC I II III I € FAULT PROTECTED PER NEC 2002. I SCL EPARATION WALL I FIRST F 3. INSTALL DOORBELL TRANSFORMER IN FVRST ELECTRICAL I , FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES To ,�` % PLAN , RISER I' BE HUNG AT 48" MAX. ABOVE FINISHED :+ ," l w FLOOR. ' a DIAGRAM S. ALL LIGHT AND FAN SWITCHES TO BE r, TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATtD I MAX. 18" ABOVE FINISHED FLOOR. { I � E ELECTRICALPLAN FIRST FLOOR " DATE: 02/11/2011 I' 4 cl 1 /4 _ � � _ 0 ,� DRAWN BY: SER I ' i f � I I r 1 I of sf E l' ' e w a lit m {,I 1 Ir r i 1, eache C Hab'i'tat a for Humanixy� A B C 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 it 2 STORY 3 BEDROOM MODEL — ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT � (904) 241-1222 FAX: (904) 241.4310 Y e ; I a ! IIS ; j ELECTRICAL LEGEND I I I I ■ • f ! f a 4 4)- 110 VOLT DUPLEX OUTLET—WALL M0 ANTE D I &:@a 110 VOLT DUPLEX OUT T_WEATHER PROOF LIGHT LIGHT (PREWIRE (PREWIRE `r � i FA 110V DUPLEX —GFCI OUTLET � FAN) �' � N) � 110V DUPLEX —AFCI OUTLET /, I j 220 VOLT OUTLET—WALL MOUNTED �� X/ \\ ► TELEPHONE OUTLET SWITCH Il. I k -60lSWITCH—THREE' WAY 'y I ■ O i o---� PUSH BUTTON SWITCH t EII jj ® DOOR BELL CHIMES 2 STORY, 3 O—� CABLE TELEVISION OUTLET j BEDROOM TO SWITCH TO SWITCH LIGHT FIXTURE—CEILING MOUNTED II BELOW BELOW II II II LIGHT FIXTURE—WALL MOUNTED ATTACHED O SMOKE DETECTOR—CEILING MOUNTED SINGLE EXHAUST FAN 81 o ELECTRIC PANELFAMILY LQ QUICK DISCONNECT £I 3 I l FLOOD LIGHTS — DUAL HEAD ,''� Z`�� /7 C� /T' HOUSES t I , • i LIGHTLIGHT i �\ ■ i O■ (PREWIRE I (PREWIRE rh' 1 x4 FLUORESCENT CEILING MOUNTED 4 4 LIGHT FIXTURE �\ i ■ �/ \JFAN) FANS/ \0 , o\ Ail 1839 & 1841 TAYLOR WAY \J // \\ LIGHT I (PREWIRE I LIGHT FAN) (PREWIRE ATLANTIC BEACH, FL FAN) 32233 ELECTRICAL NOTES ► I , DUVAL COUNTY i lit 1. IN FAN / LIGHT COMBO SWI" TO OPERATE LIGHT ONLY. I I! 2. ALL WIRING IN BEDROOMS TO RIE ARC I FAULT PROTECTED PER NEC 2002. CL SEPARATION WALL 1 3. INSTALL DOORBELL 1RANSFOIR IN FIRST SECOND 4( II h FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWTCHES TO FLOOR l �y BE HUNG AT 48" MAX. ABOVE (FINISHED FLOOR. . ELECTRICAL I i 5. ALL LIGHT AND FAN SWITCFfS fi0 BE { TOGGLE—TYPE SWITCHES. � PLAN 6. ALL ELECTRICAL OUTLETS TO°FfE LOCATED MAX. 18 ABOVE FINISHED ®®R. ' k i SECOND FLOO 'R ELECTRICAL P 1 ATE: 02/11/2011 f' DRAWN BY: SER tiB Aj fl t I r 1�� I