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1820 & 1822 Taylor Way-2011 SFAT I I , � ,j,. ° �i� ` jR �',. 6 ",� I , - °U �'k ��� �; • 1� y lea ' 1 E� 1 i 4 �� CODES & DESIGN STANDARDS: DESIGN LOADS: Ez �r i I GENERAL NOTES: SPECIFICATIONS: (cantinuea) Rr �, I. OTHER FRAMING Florida Building Code 2007(as applicable) ROOFS I 4,1> �; .. This document,along with associated rservice documents,is an instrument of y e in r identrTied herein. A revocable se vicero and arethe physical and Inti l Florida licensed enCa'sneenngrrn and the II'' w se as ent Of bbd withn and k persothe user pie n or errdty identified below to use the P associated wm@nte one tirrie only tD °y 1 other that the one described herein andlor construct the buikJloo(s) detailed herein and only at the specific location v identified below. Reuse use at a location r r ' copying,dudication poor mod7ivyc�ation of an x r" dridnistr'aactrvelecoo idea baiidd of Engioem rum, des' n or a ment herein is a violation '.. etc.and is punishable by fne,imprisonment and/or hcerreelauthor¢atiori revocatan. Upon revocation of an O an use,�a peor rson d itr iediately an cease any acid�, f , l=P.f the document`(s) all return all versions to The�dCastiAo construction andlor use associated wdh documents.Use of this document as nent to the aforementloned terms a�reernd conditions. WALL ANCHORAGE LEGEND DESIGN LAP " DIAMETER FUL1.-LENGTH THREADED ROD ANCHOR w/6" EMBEDMENT AND 2" EDGE AT FOUNDATION DRAFT MEB AND 3"x31'x10sa. SLOTTED WASHER i FENDER CHECKED RW WASHER) ATOP U10PER-MOST TOP B ASSEMBLY. " TO J" DIAMETER HYBRID THREADED ROD ASSEMBLY. SCALE 3/16 DIAMETER ANCHOR W/6" EMBEDMENT AND 2" EDGE DATE 1-25-2011 AT FOUNDATION,w/ }-to-j REDUCING COUPLING TO DIAMETER FULL-HEIGHT THREADED ROD w/ 2"x2'i WASHER ATOP UPPER-MOST TOP P ASSEMBLY. CONVENTIONALLY SBQFT . 10-078 STRAP ALL SECOND 1 3" • " DIAMETER THt%EADED ROD ASSEMBLY w/ 4" FLOOR ROOF REV DESCRIPnON ST2 EMBEDMENT INTO FOUNDATION AND COUPLINGS AS BEARING WALLS TO h. REQ'D. 2"x2"x j" I.JASHER ATOP UPPER-MOST TOP B 1 ASSEMBLY. BEAMS / HEADERS _ 2 BELOW PER DETAIL A/STI. 3 •>I 1Ax 5'-2"0% (2nx10 s M fi "o% w 4V, F-KW _ - / 'Ni Ij r--- --------- - ------------------1 I 0"sk20° I ► I 16 W, W The LLO n I I I I I I04 V a Aw 0 u I X _ = Desig — I I Fo4( 5 ) Fol l 5 ) ST2 I I I I I m I n w ® ::��: -- ---- i _ F& n g i n rL OW Roosevelt BIVCL * r-- :1Q52 ( U (2)H8's OR(2a 612's 0 TOTS$ Jodumvife FL 32244 ) 772-8100 Q T �" FLLCoA No. 29015 31113/4" 3'-8 W" 1. 6'-m" 14'-b 3/4" I I I i 0 --- ROD t 2pty 2x4 POT. = --�---- 02 ot3 I ® r; x c0 I I I I I I r r " " I q I $ i -- -U o W/(1)HTTS • EACH E 2 • - I` - f -I (- 1 I IF_ t- CONT.WALL °vim ----- * -�_�-� - --� �---J----- - --- �, I I t-----I 0 $ I I I ( I I I I N � - n I Fol IN ADDITION COUPLE 3/b"DIA. iD I H ROD TO HTTS ANGHORB. HDR-TO-TOP 18aUSE (2)MSTAi i-IORIZ I t - d) `� I Fos r—, I I I I I 1 1 I i SHEATHING TO TOP CHORD OF IIF + I I I I 4" CONC_SLAB REINFORCED W/EITHER 6x6 / "FKW" AND FASTEN w/SHEAR ( 6 ) I I I I I I I 10/10 WWM OR FIBER MESH ON 6 MIL VAPOR I ® J 1 / (2)MTS12's • 5M]-TO-TOP RE (BARRIER OVER GLEAN, COMPACTED FILL. SEE I ADDITION,NAIL WALL w/11) HYBRID THREADED I I I I I I I i l I 4 Fob ( 4 ) F 3 l 5 SHEATHING TO WALL TOP ROD ASSEMBLY" t 4ply 02 � -------- ARCHITECTURAL DRAWINGS AND I I SPF 2x4 POST. 3'-m" I I I SPECIFICATIONS FOR INSECT AND DECAY I I L J I I - -- 75 GYP.,BLK PANEL 2 124"Wxl2"D F I I RESISTANCE CONSTRUCTION PRACTICES. I t= F/STI.ATTACH FLOOR ;, " I _ EDGES-4"/4" o% 5d " PROCESS]=3 AND TREATMENTS TO MEET I � I I I I 8 I W/3-5'S I I I APPLICABLE CODE REQUIREMENTS. I 4 _ " — NAILS 3" �.G. i i , CONTINUOUS (L *e MAX. 11 /la. *w MAX 11 -0 4 0% 1 ----------- -- ------ _ BALLOON FRAME WALL TO B TTOM _KW F-KW 7t• MAX. 11 0/ . o *0 MAX. 11'-0" o%. g e U i CHORD OF ROOF TRUSSES US BALLOON FRAME WALL TO,, BOTTOM -------— -—-—----- -'------ 1 ,i CHORD OF ROOF TRUSSE°.t, USING #2 ------ — -- -- — ----------- — -- SYP 2x6 STUDS 12 G. *® MAX. 111;0" 0/ . �+ I I �� ., ._' [` HKW *'gX. Il- �/c. $/S1 F-KW SYP 2X6 STUDS 4g 12" O/C. *® MAX. Il- �.. - o!a 4 CONC.SLAB REINFORCED W/ Eff bx6_T10/10WU'IORFIBERME8HON M1LVAPOR' I I (BARRIER OVER CLEAN, COMPAD FILL. SEE I " n (2)MT812's • SMI-TO-TDP iL' ,i, Ji V" GYP.,BLKPANEL- ARCHITECTURAL DRAWMGS AND " -4"/4"(1)14TT5 � A OF wRDD A58EMSLYHYEWD THREADEnSPECIFICATIONS FOR MSEGT ANC DECAY I RESISTANCE CONSTRRIJCTION PRACTICES. Q _ FOrb l 4 ) CONY.WALL SEGMENT t y _ ------ P1?OCESSES AND TREATMENTS V MEET / " SPF 2x4 POST. 1APPLICABLE CODE RE��iIREMENTS_ I FI PITIOV COUPLE VDIA. , ` _.__. TO HTC3 ANCHORS. U N 1 3'-m• I I I I cv tom- — EATHING TO TOP CHORD OF o ri 1 I d) I Fol "FKV AND FASTEN w/SHEAR -, 9 ___-- ADDITION,NAIL L-_____-- tt _ _ n 1IWALL F -------,-5 F' 1 L J L J I I 1 --- 1 ----� SHEATHING TO WALL fi0�- ---- -� I _ dX - - ----- -- �..� c e i9 0 I I I I I F/STI. ATTACH FLOOR car I ^ gI I I I I I I n SHEATHING TO PKV W/ 10 2 ' 31-81/2" i'-m" I I 4L'-5 3/4" ;) I I -- ----- �I -t t= USE (2)MSTA24'S HORIZ. ma --- - "--`- �- ---' --- fTl --- -- ----- - --- --- 3$13/4" ,l Fit s HDR-TO-TOP RES. l y r- tot 9 - I IN 1L ST2 I I I 1 I I I `fr I x ;1 I I I I I I X Q LU Fool 5 ) Fol 5 ) n �5 T -T -TOP w/ 1) *TI I 20 x20 * * 2pl9 S 2xdll I ST. i I I a — _ — I I I I I I x�`' W/ n _ I W rT� wA .$ J11 LI ml ij \ / * s MAA 5'-2"o% (4r1x10 e M n a 51.z � a 2a'-m• 4'-0• , 15t FLOCR . ',UCTURAL, FLAN 2nd 0012 STIRUCTURAL PLAN a m sl 3/IiGJ11 = 11-o" 3/16" = V_Oil w I� W � � FOUNDATION PLAN ` I N � U t� TYPI CAL INTE*IOR GA51_ ROOF "HYBRID 5 THREADED ROD NOTE: SECTION A55UMED ABc�� ASSEMLIES SINGLES 2x4 Ei�► 9 : ASSET LI WASHERS 164oS/o(TYPTUjbg 02 SILL B P-) CONTRACTOR/BUILDING ce A. Paine,PE NOT - WHEN OFFICIAL TO VERIFY F:z'v nal,Engineer FL COMPATIBILITY WITH � '�'l se No.21475 PEAR THIS SH THING FIREWALL REQUIREMENTS. ,CaA-1 10323 Dr= AIL 16 2978 1,{�7ED, 2 RIBBON BOARD j l n r;Arvalq«� rased gTA,PPINCs p. 4 OF *A5LE 2x4x16" LONCx a'2 SYP ��,Thio Cates �ampjnc. ,. FL TRUSS - -655VFloeseW t Blvd. 7;mWSS TO LOCK CENTER SEE ARCH/FIREWALL '} TOP JE 15 NOT WOOD•TIaROD_ DETAIL FOR ADDITIONAL �'� .>1 Q0)1�$3pQ2244 RE (RED. ATTACH THROUGH �" MATERIAL AND 1` CoA Number 29015 PLYWOOD SPACER CONSTRUCTION DETAILS. D LE SYP SHEET W/(8).131X3" NAILS. 2x TOP T'Ypj�CAL 2x4 SPF "2 $TUrb • RP! J INTEiRIOR Iry o/c (TYP.)- 2x4 BL INC PER WAd1LL ARCM ;URAL S1 DETAIL A TAI INTERIOR A ROOF B TSP_ FL 2 of 4" g, _22ETAIL ER � G BLE � S1 �Ofi2 Ti .1'S5 � fi2'INC� DETAIL I IIS I , . t SHEATHING TH10SS HI ATTACHMENT SCH U THIS DOGI,IMENT,ALONG WITH ed RIM SHAMS PER INDEX,) THICK MNa BOO BPAN- RbE3]3J OF:'04('mb) R SHEATH - WALL'aATM+ w/OR (1)-i w o ADJACENT '; PBC-R,MIN.0JI3" WIND • �• SPH4-b-E caiiIMECTORS,At . ASSOCIATED DOCUMENTS,18 AN FBC-Pl U.MR die, (NPP d @ 24'OlC (�� MAX) 8d NAILS•3'o/c AT TOP OF MR"L CALL OUT ON MSTRUMENT OF ENGINEER'S r3)ROWS of SHITNIG(N TO TOP W ANP AT STRUCTURAL PLANA GOP l-to-coi�'ER POST I SERVICE FOR THE EXCLUSIVE RRJIs dia.0JDr1"OVER 8d RINGS NAILING MIN.THICKNESS(SPAN INDE)Q 8d COMMON NAILING" (U ROW OF I0d NAILS•a' ASSEMBLY •TOP SHANK dle,Cao SPEED& MIN THICKNESS„, `• "' e n aarroM OF G~G(N To 1 1 .�• •3z•o�, USE AT 1T-i£PROJECT TITLED PER RJCHI ETSm°dia. INT METER HORIZONTAL APP.VW VERT APP. INT END iOd NAILS • . AIG, HDRI NO ADDITIONAL !-ro PULL RAND HEAD,MIN EXPOSURE (SPAN IN)DQ ZONE ZONES ICATI�N UT S1T1CW YU1 STUO� ZWJE ZONE •4"OC, STAGGERED A6 HER81N INFORIMATION DERIVED 2"LENfsTH. (U RIOIW� STAGGERED, • SFIOIIIi,EA PLY. R-TO- � OUTRIDE COIF • BLOCK ALL PANEL 6%I 2' 4'/4' 15/32' 15/32' 10d NAILS• ' RE=I'/TIMM UP � ( of GARAGE. : FROM THIS DOCUMENT,AND/OR 1 e OF IIIA11 120 D 40120) (24/1 6) 32/16 3 16 6%12' 6'/6" er OA TIED, OF 2x&b I S • a• IAXW FOR NIr.FER UPLFM ASSOCIATED DOGU"ENTS,MAY SHEATHING, . . • . . . • o SPECUSE�STRJCTURAL 15/32' GI/12 414• 7/16 1 5/32 15/32 . . . . WITHIN 3/4•AIR 2 a ?eTlD2 ro DIAG BRACE OVER MN c4) G7 12 618 CENTERLINE • . PLAN. TRUJBb To E CLIPS To TRUOSES APPLIED TO BACK SIDE NOT SE USED FOR OTHER »MIN WALL SHEATHING• 120 C,1100 2x10 HDRG (W NA OF WEN,CONNECT To EACH TRUSS WORK(S)OR PROJECTCs) NAILING MAY BE 32/16 24/16 32/16) (32/16) of 2x4 WA L SOL TO SHEATHED «F 1H4L INDICATED EMBEDDED 2x12 4 ENG UIOlS1D APPLIED to tiIONIT YEB UV(z)MAILS INSTALL atAG WITHOUT THE EXPRESS WRITTEN 6/12' 6%6 61 12 IG"I 12 • WALL SDE c.4�S)P M NOTT PPR Y i°Et�!"IISSION OF TI E PROJECT REOVDDpJ BY 120 8;110 C,B I /3 100 D,C,8 I (24 11 6 • ,'r OUTSIDE COIR LATERAL BRACE L!@"8 4•MAX NAILING(SEE P/STI) • �CsARA�. SIDE OF WEB OIt,4GP.S•E.4a4 RNID OF CONT. t°M4.t(W F/6TU. REPLACEDVWTBY THE FOLLOWA T ING w ROOF SFEATHNG SEE P/aTi FOR BOTTOM c:WCM a 131x3"TOE-OR DJD-NAILS (U HTTT22 (10�A,y��,D TO bTRM• 2E'NTE1tVAL8 laL*71UlEFi BVD$, ENCsMEER IDENTIFIED BELOW. i m Tu RDl7FN� TABLE,UV PLY CL BRACNG REGAURE"ENTS. . RSV DESCRIPTION (4).131x3'TOE-NAILS•EA.TNAW KING-BTID TO HEADER HEADER 2z1�HiDRUS USE 16` ttLEbb IVotED 1 I!/2• 2 1 5�. 2x10 HDII6.USE 11M NAILS, 871tAP6 2xQ 4HcR'�WOOD RAFTER-TO-TOP S N ADDITION TO � D TRJ88M OR 2x12 4 ENG.WOOD HERB MEWA USE 24-'ATRA4•'6. COM'ECTOWS)SPECIFIED N CONVENTIONAL!SOLID-SAIIN) .2 am d�M►IE1a�� USE!QJ NAILS SCHEDULE OR ON PLAN TYPICAL FRAMNfs DEE PLAN,LAYOUT �� »BMOEDO»'� MAT COWTRJUOUS LA tAl i /Ib"THK3C MSL)!24/Ib SPAN BE NSTALLErpu F LATERAL BRACE M1ET 8E MADE OF i ALL TRUSS/RAFTER BEARING ASSOCIATED •TYPII-AL GONNECilON18•8711E S@E STRUCTURAL PRAMING PLAN FOR N UMOM OF I"I E8 FASTED WOOID•lTe AFICFHDI�NG a'R �FOR TYPE,am COLIl'N6-JAOG.70 1CRJG STUD WALL 8HEATHNG-TO-POST W/MM Ed's•Q•O/AC OR GYPSUM-TO-POST RODS,PER DETAIL"TI, 1 . LOCATION DEFINED 2 INDEX)APA-OR TECO-RATED ADDITIONAL r� BRACE ' MORE THAN ONE PECE DO SO BY j�B-TQ-� Cfr 1�CT ORE7iTATION OF h W/MN 5d's•4.OK IP MORE TF4N 3 PI Y 8 st e p AT EACH END OF WALL WALL A +W(3/Q o/e 8d REB,dJR PER DT TRtk6 D_R OVIBILAPPNG A7 LEAST 2 TRUSSER EACH OUTER PLY TO 6WATHNG AS SPECIFI 6EfsK-AC,UM7NN 2'OP NAILING,ALL U45 WHEN NOTED. MTRUCTION6--•+• C40NS MEMBER C1T2) 3 EXCEPT A5 NOTED ON STRWCTURAL PLAN(5) EVERY PLY N aSDDiti[JN TO 2 PLY'S- ASSEMBLY 4STUD BLOCK ALL UNSUPPORTED USE-RJ'V/HIEION a• - UPLIFT(1-59) CONNECTION ( -n w/( TOP E. FASTEN PL A86D R3LT!COMER PANEL SIEGES m/2x DLOCKNNG STWO14 AMT CUIB NML6 m-415 (U H25 T (2)ROM J31x3•NAILS w PORT ASSEMBLY.RCD• WALL IdN 2AEITH 12+®/e $TAUGCaERED,w/MtN 24•LAPS GOIDEIt MAY !U K-ACI✓S-S CONNECTOR• l.IXATIfi EITHER t� 0-465 f U Hb INSTALLED TO El MAY- W A�� / ! u i 2e o MA)c 32 obe* L� r� MULTIPLE PLY POST COWECTi9-NS SIDE OF CORN9R POST TO-F LINEATION 4 e C4011IBLY- Hum I 0-145 (1)Hs TO-STUDS-NOT REQV WEN U bM rOST ASSEMBLY-TO- ••CORNER Tkx& P087 ASSEMBLY-TO- m-990 (2 Him• E'a ST1 NOT TO SCALE 'Y' 11-0. FOU DA�N(MAAY BE USED 1/812)Lc2EA 45-1000 (2)H5'b OVAJWpoDTie ANICFb}RINCs RODS P°ER NNtEIIMEDIATE SHEAR 745-1000 (2J H8'a DETAIL B/S71 _+��py,,� - 0-10000 (1)MT51121TO TOP S TO R -II- p"*@'Oki.,9T eAGGERED. � !> �t T^tr� �.•/ � ILL O > I p 1•P r LENYaTH of 0816 STRAPPING u✓MIN.(I0)IOd FASTENERS,,PER EA E DooRIB)BHN..L BE ,A 5 9TFaJCTUR4L LAN I MIIN• 23 23/32'APA-OR TECO-RATED INTO EACH PLY OF SILL 4 HEAME R),EMEND SHEAR COI,J OR + ATTACHED TO N $Kr DECKING 04"Wa S113iD-i-FLOOR)w/ N Il HORIZAJTAILLY ACROSS STUD ASSEMBLY/ SCHEDULE ON S-SWEE7(6), APPROPRIATE MULTIPLE TISA.h7 ES �ry b/6'o/c I0d NAILING t APPROVED CONTINUOUS TO CORNER FILLING CONI w1pu6 tHRpuGHlalr P1R4MINr•r FJMBER6 ..MAY USE PAW or-68 STRAPS Il t3?•'STHD'• FOR T1auSEb•24.OAC Max G r o U �./ y -��- t ADHESIVE 11 ALL HOLES w/Wd.(TYP-4 STRAPS• (2)2x(()BLOCKING(TTP).MATCH Sig �L SEGMENT. IN ACCORDANCE AT BTEM-WALL APPLICATION& AfrA04 TO plrsl�i PonIEXtEIIIOR SriJD WALL BPECR•IG4170N6 HEADIER)4 4 STRAPS•SILL) WITH APPLICABLE nwERIOR sl.lerrow to(rleu IFICAC - -- MATCH 812E,GRADE t � -=== ATDJACRJT t9tMING 18711D6). �QOD•T(a ANCW01111 MAN►FAGTURER'8 FRAMING w/(2z/uo1 or 126)I0w« A waft ;= QUAWTITY OF ALL 2nd --jrr\--- INSTRUCTIONS 4 Dii8:gnerS L' " A u ------SEAMWI WALL PLR STUD COLIAMNS w/ i/i i`\ DIRECTIONS • a„ BI.ocKINr:N PLR \ /// I I 1\\ /ir HEADER PER STRUCTURAL PLAN SM DETAIL C/STI FOR(VERTICAL) H TYPICAL GA RAGE DOOR OPENINas FRAMMCs DETAIL - uga + Eng1 eef's l W.L=-BIARM STUD o SYS.AND W tat Lr� �� ,/415► L � // RR-LEVEL STUD / HE91pER-fO-STUp STRAPPMG STl NOT TO SCALE (I 2nd FLOOR WALL f y AT) N.L04MLE 171E ------ GOI.U"IN UiNO L- 1L--1 6P GFJCATION6. ABOVE sm ftwooR 9 ..� ' i N4111160" : - WERMDIATE FLOOR SYSTEM- s am T MAI I FASTEN FLOOR `P. r' �S • • -AP MIC40 TO MULTI-STORY I AT EXTERIOR COCKS,LEDGER 1-3/41 Wkkh Pieces, SECTION(A411)POR DEQGNG!PCNL AA3Ti)) � m-�� • I. N BUILDINGS ONLY. ONE PAW,LAYOUT, (1 SI I lid SHALL MATCH JOIST DEPTH(MR •M1nMun of(2)raw of Qd(3-V4')nails•Q•am- TO LATERAL BRACE _ I OR ASSOCIATED DELEGATED W5 2xb)AND BE ATTACHED TO •MkIMIm o►(3)raw of Qd(3-V4•)nail*•Q'old Tor"11N'44a��per I ADDITIONAL SPECS . 161616/3 - ATTACH 2nd FLR STUDS TO tat FLR BJGNERNIs FOR TYPE.SRE• .�,1t TFIROUGIN APA RATED SH4EATHNG EACH 161o/o MAX)VERT. � •Nailed corrtecticm an additional rate of na1iM!�t nail size MV(4)IOd W M ON 290 ORENTATION OF MINERS DRACNG • I R0 PRNMNHG W/Sd AT 3.OL AT ALL specified a T-BRACE FABrET@D TO 2x4 MANIC ORIENTED NAILS STUDS!OR SEAMS)w/CSib STRAPS 31 LONG w/Y4 au.SY-ecREws- 1a ll����Awn.psein d abow[.,in®J2E"x3•a (28" +DEPTH OF FLR SYS.M LEWsTH) BLOCKING•INSTALLATION DETAILS AEB AND INTO EACH PLYcP EACH S P w MA�c 32"O/G W/Cel)10d/END, SEE SCHEDULE FOR !L TO FRAMINIt 3�VC LONG�D iw 3-wWkdth8 Pi�AQ 4-p 1- 4 W Pieces: �A 13$9•a b"OA LATERAL DIL4CE0•24' DOJi1pLC INTERIOR PLATE,12 OG. . pp . T-BRACE TO BE 8r4M'E OAC ROP AND BOTTOM. 2x4 DI CENTERED ON FLR SYS,TYPICAL,INT. MMIMUM WALL STUD w h I,(J ATTACHED tHRIDIJrIRt aHn4IG •MkIMIm o/(z)raw or V2' boll*•24'o/c etaggerse SPECIES AND GRADE A6 PA6TEFI t0 FLOOR nems STRODE•247-- ------- 0 -W T ROUGacptEe. WEB TO BE DRACEP. UV C3)Ed COIMI"ION OAC, e EXT.WALJ_S.NOT RECUIRED WHEN SiZE,GRADE,SPECIES 4 "OTHER UPLIFT wApwuA E AND 2x6 t DTY (b)BaaEuls 1L�\ rtV 812E OF MEMBER AS i TOE-NAILS. BRACES r0 DIAGONAL WOOD-Tis ANGHORMG RODS SPACMCs - (-OAENEGTIONB,SEE TYPICAL WALL 2x10 LDdR, (7)SCwEWb \ 2x 61LIp8Q' BY !J(TDED INTO FLOOR BRACE TO 12- PER DETAIL B/STI TYPICAL,LINA. 80Q`rm AND TYPICAL HEADER 2X12 LDflR_ (E)aCJREta PEIt T�E DESkIN SYSTEM(U DAY. LATEIRAL � rPR/J41MNG DETAIL 005 I I LATERAD.BRACE BRACOM lodE) FASTEN EM.WALL SHEATHMG g�4H4-b 8•MAXS 39"o/HOEEc w (AWp eILI.E� AT DOUBLE WTBR10R Q SYP LEDGER FASTENED TO � } CHORD T MATCON CHH NAILS AT TO TOP IR,SHOE 1E 4 RIM or RIBBON SIL S)pL ATEbiELL.00JCNIG,NAIL FIRST 16"a/c!M TAX)STUDS W J31x3' I BIR4CE LOCATION ON E4[CH BD 0--To-STUDS-NOT RI34UIRED (7YP) PL&TE TO SECOND PLATE QV(2)ROUTS GUN NAILS•EA STUD -/ } I I TOP . IW/PRESCRIBED "EDGE NAILINCs" Y 1 SIZE/SPACMG lL WOOD•T i® 12d(COMMONS AT E'O G (TRUCEIRP B.D4ER 194G& 70R AOCHORMCs RODS PER DETAILL BPECF9ED DY TRLbb EtJryINEE1R) I I INTERMEDIAWITH 4"BRICK VENEER TL 6JbE PANEL HEIGHT TO wrr so a FLOOR OYSTqHEXTERIOR FMISH,ADD ATE MOTH REQUIRE NT$ TRUSS E CONNer1ON eGHIeDLE[ityPER TRUBaJ 2 (ICORFarjATED GALV.BRICK TIES SHEAR F 7@ERB, '( w - x w CEILNO LINE w 24"o%HORZ. 4 16"o/O VERT'. to"dr8 x'I"EMBEDMMENT PER SI SHEAR T-1• � 1bIL-bS TKO)MUAILO •EACFHSBTUD. 111Wb8 UEB REQIUIeNGBRICK TIES MIDST BE FASTENED GABT-M-PLACE "J"BOLTS OR r-E 1/2•THRU SHTWG TO WALL STUDS. 1/2"dra X 6 EMBEDMENT 6-DHEET ) LEDGER DE � iEPDXIED A1LL-THREAD RODS .�'�• stl NOT TO SCALE 26CA4A L BEAMS Ute- FLOOF3 EDCsE WALL SHEATHING PER TABLE W/2"x2"x1/8"WASHERS• TRUS6 ON PARALLEL PC WL41I ) 24"o/c. SEE SILL 1@ SHEAR CONNECTOR SCHEDULE ON (NOTE.OWN ON ON A Oat TR186E8 MONOLITHIC-STYLE S-SHEETS)��N U R"IG (n)HTT22 TO ATR(TYPI 7RLBSR16 tl o FOUNDATION SHOWN. SEE . ROOFA°LOOR � � NOT SHOWN FOR CLARITY.) WOOD*Tie RODS. IHEIGHHT-LIMITED APPLICATIONS MAY c2)n SPF 2x4•E"4.coFe.EMR; eill\Ir+tl F TQI Legg f[ \,I,, SHEET ST2 FOR APPROVED BFEATMING FOUNDATION rYPEB/87YLE8. EACH HT APE(U D,M TC (2) 4x4 POST.(3)4 SPF 2x4'8 eP FOOTING(SFT"TYPICAL WALL BEGTIONU 1M`T 2's.IF t•FD24 ARE USED,MATCH CORNERS N DIRECTLY D@F IFtrT16 ATR SPECS. IF OVER Mt FLOOR BEAM WHEN ixb IBII.•Q'D. (!TEAM,STRAP TO BEAM W(3)0616'• 2X4.2 SPF LEDGER • l ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWY SMALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER UN.0 (apt END Poore REQUREDI w/(4)J31 X 3.70 HTT16 4 5/6'Msb-in l 2.SHOULD A SCENARIO ARISE THAT DOES NOT PWAM"DLC THOSE INDICATED ABOVE,I1ME71ATILY CONTACT THE ENGINEER OF RECORD FOR e TYPICAL ONE- 4 ,n9Q-STORY WALL DETAIL ///'��� * EACW�TIE�SCIING EPDXIED ALL THRE,I APPROPRIATE BRACING DETAILO THE 1st USER OF THESE ORAYIfi'a TO READ TRIO NOTE MAY CALL BULDIM PIR16T000RCE-FLORIDA DESIGN ST1 NOT TO SCALE WB - SPECIAL SHEARWALL MAIL N`' I L TRUSS h@'BER- (3 a SHOWN ONETRUCTURAL y CENTER o CLAIM A NEO GIFT CEKrIFICATE. EACH Qat ALL.TERNIA A6 USE WREN BOTTOM 3.BRACING LUMBER SMALL WOROWT TO WBS OF THE BRACED MISS,AT LOCATIONS INDICATED AS NEEDNG SPACING ON THE INDIVIDUAL TWOS, STl NOT TO SCALE cHOMO ON t DETAILS PRODUCED BY THE TRUSS ENGN�R. DIR°ERDJT HEIC#ir8 BLOCKING,TO 4.ALL FASTENERS SHOW ARE 13b13•NAILS. ON Eptm4T TE REAM-STRAP PER AI/STl UON 5.SINGLE MM ORALE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REOU�NT. 3 e SIDES OF WALL i.RIPER TO BC61 1-03 FOR ADDITIONAL.PEUR NEW TRIES Blt/ACI'IG INFORMATION I �1AW APA OR TECO 1�� L AD RiCARISON STEE WT R"MR J•• -. ROOF SYSTEM ro I I NAILING SHEATHING 4 a��'''�Ed � PERMA�d�IENT R00 t FLOOR LATERAL BRACIi�Ks { 2x4 4 SPF DLOCKM• (4)J3 H LOCKING I I WASHER ABOVE 3'x31x8/64• WALL PER 5"'i 24.O/C. REDUCE •EACH PLOaG F III 871 NOT TO SCAI.ffi SLOTTED STEEL WASHER ROD r0 STRUCTURAL M ojkX�FROM EDGE OF SPAGNG TO 16"o/c FOR 70 GOP PLATE of BE Po817laNEp eo THAT DET'ALS. r� SREATHNGAPOST SIM AND Q"o/c FOR&A I EXTERIOR WALL BEAM ABOVE i SUPPORTED BY TOP @ WASHER CAN BE TOTALLY «W3iSN THE HIOltlZONTAL DIbtANCE N9IOM1 THE �!i bYp OLm ml�'aes. PEAK OP GIACM.E TO TFE SAVE OR SEAT OF - b 3.16',•z4•o/e W/ ADDITIONAL ROW OF Ed 44TOR(iE NUT ABOVE WASHER TO EXTERIOR WALL TH6TRt188 IS L F••�TSM THE MRVMEEM (1)M 4RA04 O UTLOOKOt TO TOP NAILS•6"o/e TO 30-36 FOOT-POUpRDb AT TIME Dem S(U(TYPE) ON-CENTER SPACING NDICATWO POR THE CHIORD OF GABLE 1116768 OR END DOUBLE E -EXT.W4LL8 ii� INSTALLATION(AM TER EPOD(Y CURES). MIN 1/16•TH1GC!24/16 SPAN hJDC)U APA-OR BUILT-lJP OR BOX1ep COLUMN MAY '9P-DRACNNIs A BNGLE'X'-Dlb4C4?AT TFE WALL TOP @ ONLY(STAGGER NAILS TECO-RATED 11141 I SHEATHING ATTACHED TO I DETAIL TO BE FOLLOWED AT AUL LOCATIONS WERE BE IBED N LIEU OF 4s A•OR ixb- T°ENC ML4T BE USED AND 7T E Of E -OV23RH4NM 16"224",•i6'o/c LLV -I BE71UED1 IROU1/31 1816LaLL BLOCK ,WaUPPORTED PANEL EXTERIOR:WALL RUNS BE11tEBN TIUp PARALLEL 11QLBaEB. L 'INDEX•d EATHNG IRI IOM-PENN'X"-DRAC'EO MAY BE CMMW AT (2)ND•EAGHH OUTLOOKS t TO TOP 11 N DETAILTHE CONTTtACTOR 6 DOatETIOFL« CHORD OF GABLE 7itU08 OR END FROM BOTTOM OF&HOE -ATR MAXIMUM OUT-OP-PLUMB EDGES W/MIN.2x4 BLOCKING gTt NOT TO OCALE �- FASTEN ALL ROOF RHEA WALL TOP @ 11( ���...iii PLATE TO CREATE MR i" TOLERANCE=Ys'PER FOOT OR V PER MIIN STIR EiD I°Ob7(PERism TNG DETAIL 2x4 BLocKN3 AT ALL RDGP PA6 ALL ROOF BREATHING OVERLAP ONTO BAUBLE S PLAW•EACH aO rJti OWAT14NG PANEL EDGES O ALL 4 lea ALL SUPPORTS w/Ed `- a FLOOR LEVEL-WHICHEVER 0 LESS. NAILS•4•o/e ``- PLATE TOP OF WALL woppapr� .... - ;TTI .D WITHIN 4'-O'OF GABLE WALL. zx 4 SYP DLKJJ'Is DTUUV NAILS•4'o/c v' � + . -�j(�- ATt - 'FLL'7bTFR.Y _ - CtiTL.OQ w/J36'J• MIN.CI)ROW OF ad NAILS e I � 4- � III,WI OD•Tte ('W Ina,TOE-NAILS TOP CHORD or TOP i'o/c 70 TOP R -EM. - �• 5_y.MAX TROD UNo. HEADER PER 8 - Bj;QrTCN-'H ! -NAILSrDP10PEi?t'^F" ")'TIOP�G'ICItl? FOOCf k•,:.,... W o/c ONLY. APPLY / 2x4 OLOaGNG AT "'� SHEAR WALL EDGE NAILING I ==-- n KING-STUD ASSEMBLY 4 GYP DOL / PLAN OR TRW CHNTUIIGN. 2x 7 1 OR T'BRACE*ON VEiRTIGLL 1.NIS PANEL EL W --- � 111LLG.. PER"Ti QUM IEGURED. I I G WOOD T AT OPENINGS MAY TOP It NEW AS SPECS)BY TRUSO 41 -1 /� r_ AS MIN.2x4 R SPP•MAX (3)13$•3'TOE-NAlt.b• V I I 11 A+ -�- � Waft Ia/.1616"MALS w Wo/a PROM anLoolcat-To-7wA"rc G�IVENTIONI4L(OVERFRAMM CONSTRUCTION NOTES U I Lau-rte STEEL. 11 �-Aa'PUJr'AA" / 3)J"'NAILS/ BRACING TO MEW,ABSENT OF I 1 I I -1-11 1-- TO MIIL71-fraR'f INSTALL DBL 2x (2J"OTA24 IIXW Oc� dNAI18 Plat 13ND. I w/MIN.%' -- $PMBC(E ON TRUSS W06 RESER TO 2x 4 SYP DOUBLE TOPE n ar aws Aar. HOLD-DOME AT EACH BLOCKING N EACH DO OF EAB►+ A66D' LY 1�-USE 2x6 SYP/SPF RAPIERS w 24 O/C ATTACHED TO RIDGE t VALLEY NAILER IW/(3) 131x3 TOENAILS. I - i 5-VA' "Ext MALL STTD 6CH41ED.•ON SLOPE TO MATCH ROOF PITCH I I I DNGad Nr + I NTIi?RI"EDIATE eH4EAR p�Ee A�BsoeiATEa GABLE FIRST TWO STIR BEAM TO POST. 2x4 4 1x1 BRAC W&mL 4 SPACE STRUCTURAL DIRAWNS,USING=0 I I I I I I RAFTER NAILER- ONE SIZE L.41 PLP THAN RAFTERS AND ATTACH T"-ALL INTERBECTINCs TRUSS tOP CHORUS ut/(4).19bc3•NAILS= �.I� • EACH IYl�D'tw PA8TE14 1 PER DETAIL �' MATCH E6I4V•L EACHH WAY AD SHIOMN 10ELOWL EXTEND•X" LENGTHIASIGHT 110.R WRIGHT. 2x STUDS CONTINYJIJ6 FROM !?AFTER CRIPPLES - x4•2 SPF C:IEIPI°J.ES w 4'O/C[MAX F$ICsFNT ■ b'-3"•). ■ ■l 1 1 ROD.(14P"T�A II AA87I TABLE,Mo. ��zAD PER BRACES INWARD MNL V FROM OAKS TIAL AND DOUBLE AND/OR TRIPLE'L's/Ta"AS SYSTEM to UNDERSIDE OF DIM RIDGE CRIPPLES - 4 "2 SPF•1'Oil:(MAX HEKsF(T • b'-3"•). 0 I L«;A•g AS REQ'D) ATTACH TO 2x4 VERT•MD-DONT W(3)MW" REQUIRED TO MAINTAIN MAX o/c it:AGGOIMY(0, unoacEtSl •P 1x4 R-BRACE IS ACHED TO CRWPLE w/,191x3"NAILS•4"O/C(MAX HEIGHT • ` WOOD+TU RODS-JS"dia. SI E/ NAILS FMi EA SIDE OF•X•BRAGNG. MIN.(3) SPACING WHEN WEBS EXCEED STMRJGTIItAUL PLAIN. • a n 9'-1m A30'T TWREABED STEEL. FRpM t gT,q�x, S �E IF 2x4 T-BRACE 18 ACHED TO CRIF"ILE W/A3lx3 NAILS w 4 O/C(MAX HEICsHT ■ 11-2 RODS!•ATR')LOCATED AT BTUs PT 4 SYP 4x4 POP'T SPACING SHOWN ON SCHEDULE. P CRIPPLE DOES N BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD(1)2x4 02 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACA*D W/(3) - (W co1aJETt6 EACH+SDE OF cOLU NS TALLEII�THAN 10' J"IAX."X•BRACE SPACING= I I I I - Y..' OPDVNGS LARGER THAN b', MTER'EDIATE T@®I8,PRR SILL a OR THOSE�/ <1St PN1CH-8'-0'o/c DROPPED-ROP GH40RD GABLE pE,p p Ryas TMOCES _ .131X3"TOE-NAILS TO TRUSS TOP CHORD. �� INDEX'SHEA7HHRVG t/2•FROM TATE AND 6'o/c(EM.WALLIS)a SHEAR SCHEDULE ON 6 M4 UM4k STM !E)MIaiA30 uvlz4)tOd E w PRODUCT. 16<1fe PITCH-6'-O'o/e ���� CONVENTIONAL RAFTDte✓)oibt. ATTACH C�21PPI.E8 T RAFTER OR RIDGE W/(S) 191x3"NAILS AND TO TRUSS TOP C"HNOIQU OR BLOCKING II/(3).191x3"TOENAILS. _A 4'o/c(NT.WALLS) --y MAILS NAILED TO PLATES 8 DISE Pi 7 8YP b POST. > PITCAH-4'-O'o% '1/161 THICK MNJ APA- RIL�3iE -USE 111i 2x8 SYP/SPF RIDGE!RIDGE TO DE ONE SIZE LAI�sER THAN RA�TERB). T- (" IsortoM AIR 8140E PLATE FOR SILL SEE DETAIL • ROD UNG AM BLOCKING ON 04109 (UN.o.ON T°I TECO-RATED UAL SHEATHING. NAIL RIDGE ENDO TO TRU88 w ONE END AND TRUSS TOP CHORD OR BLOC KW.s(SEE ABOVE)AT OPPOSITE END IW(3)J3bcW TOENAILS. MOISTURE PROTECTION AND TO am F/8T1 FOR USE AT ENDS OF PACE OF MATCH NAIL GIZEA PACNG CREATE MR 11 OVERLAP ONTO CO�oRb- RIOD RSIs aFNA4t-WALL HOLD DOWN BRACE TOP CHORD TIMES BELOW OV£RFRAMING wl PROPERLY ATTAC44M APA OR TECO RATED SHEATHMG PER DETAIL A/$ltrL W DOUBLE PLATE•TOP OF am '�E SHEAR WALL 86GMIDNTB N ADDITION TO ANYr%pD8 USED FOR UPLIFT. GAM L4BL FOR WALL BELOW SEE TRUSS DETAIL "v CADNADJO38(M TRUSS INSTALLATION PACKAGE)FOR VISUAAL PRESENTATION. WALL. OUTSIDE FACE OF FOR 2x4 Q 8YP LATERAL BRAGNG BLOCK ALL PANEL11 BREATHING TO DE•R ueH4•uY w/(3)131x3•NAILS INTO EACH _Ey BLAB EDGE. bPA4:RJG. uu CQ) 7RJ86 BOTTOM CHORD. 2x n SYP ooNrNlaJa VV POET TO SLAB ed COMMON HOL DOWNS -EACH ENC OF EACH SH'IEAgk.wALL SEGMENT t ATR MATCH SPAONG 4 LOCATION tro/c ATTACHED TWO NAIL GOP VIED d eEAY-t WITH AOU44 0 OF ADJACENT B 'X•BRACING. COMECT DVD OF LATERAL BRACE «BALLOON MWING MAY BE USED t4b" PSA ERN FOR � P PATTERN FOR L TOP 2 S W/--ATS`• 1 k . ABOVE i6d 4 ATR OR!U PROM TOP P.OF SHEAR-WALL SP�p,D w eHeAR•NLQAA aNk-fLOM ro FRAMING tw CONTNJQIs FROM TO TOP SHEER To TOP COMMON NAILS 4 1PWM w/(2)H"%H5%OR Na P RAMING. N EMER APPLICATION, (BELOW)AT (ENU=)AT Z j PLOOR SYSTEM TO BOTTOM GABLE TRUbB TO TOPS ADJACENT,AND CONI 011 TO,TO TRIBE=N EGTiO N. SHEAIt-UDILL TO TRIM CONNECTION. ADJACENT TRU SO ILW i` F DIESIENNATION �fION1eW_ W�•Te 2x STUDS C WTI,OUB FROM ATTACH BOTTOM CHOW OF FLOOR(BELOW TO TOP PLATES ATELY CHOW OF INDICATED 4DJAICBJr'PARALLEL CH40RD OF M"TED ATTACH TO EACH O FOIEWDATiON- ®8B6 PSD RDDB FROM TRUSS BC TO 2x Q 8R IPeaJ'AT'lAGRTLIO PANRL PANEL 7RADR a1DOD•TN 7RAD1 J31 x 3 NAILS TE)INSTALLED r EPDXY RODO AID F EDGE NALNG Q MONOLITHIC-STYLE CHARD OF GABLE IMES. EEE ASSEMBLY w/13k3•T004AILO• UNDERSIDE OF THE OUTL.00KERE (3) -N COMMON INANUI-A T PER FASTEN STUD PLY'S ,• . E AND RitOt 12x 70 TOP R- 4 FC0DATWN SHOWN SW WALL >-B' WALL SEGMENT$2 (2)Cbla�ACROSS WALL SEGME NTII> -TOGETHER MR _ v. aTRIJGTURAL PLAFL bee/c 4 EITHER M15TAII STRAPS• T THE I IDE tb Malo,L STUDS S TGE-WA1L6. N871aJCT10N8 FOR CLARITI',SEE DNC4.OSED ib/e Q o/e LOW=NOW WALL W LON&NONE FLOOR'�i STEM TO 6'LONG NOW \ \ ,lawc OR LTP4 PLATES•32•o/c. TO THE INSIDE O'THE UtU4LL b7UD6 THE PATTEIRN FOR SPECIFIED -j W a , \ \ \/\ \/�/\�\ MATCH-WALL C ED , 0 SWEET 672p (OFAMENITS� Lie N <6' •SLOW w/kt 86GhIBJ18<D' / D '/\\�\y�\�\/\\/ 1"�/1 3•AND TRE T.O.TO AHE TOP PLATER ]J31 X D'C"- MATCH OR EXCEED tea'TRIM ENR•s TRUbb 111115M. WALL REQ-0. IIIAI IDETAIL D-O / / /\/\/\/\/\/ / BG ATTACHED t0 EACFH STUD Wh1 l _ ��rr FOUNDATION ARTIALL LONG•(UJrdu FLOOR iN(pLp_paiN LONG(U)S1dta \/ /\//\�/\//' ,9ti 3'•4'o/o IN(2)etA6GERED a, F TYPESASTYLES. Waft Waft wacip T e ROD AT BABE WOW-Tie ROD \�/j\//j/�/�//\ \ FLAN,rSLAPED,OR CCJi M#"TICN THS IN � IF W OUTLOOKER 16 SHEAR-WAW-CGNa LENGH T OF:SHEAR-MALL PERSHEAR-WN J.-CON$TRUGT Q7 - FIER OK 9 $ N H4TT16 OR(i (U)pda (2)Bbl°*,ACROe6 (1))Sdu \\�\\\\j�\%'\\' FOOT NG(SEE A(.L 58TANICESe VERTICAL WALL PRAMR0 >321 FROM FASGA EIT ER EOTH Of ) ETH4Pt OR DOTNT 81DE[8) ��,`J■ W (a a SNCL 4'o/c 121o/e ILDOp+TM ROD i LOM IWISTEM TO WOOpene ROD FOR 8128) TOP PLATEN CONTINUOUS FROM FLOOR 9NT,AND WARDOUTLOO, ONLY. .IDT�FL xN WITH i MINT'EDGE 4 C�IOR a� \/ FOR SIZE) PLA* TOP 13E ED 111JotIATIEL M FLOOR BELOW TO BOARD,DOUBLE lot MAY BE e►E.4THED. EDGE oP 2x NEED MAY BE 8FS'ATHED. �w/lot CONNECTED To,BOTTOM CHORD ADOW- EDGE OF TOP @ S 4 DISTANCE m ©- PARTIALLY Wo/a 8'a/c At BASIg�p-p°� N PORCH POST t BES I THIS PROM AN ALTERJATMF.METHOD R)ATTACHING, THUS EAR-IL LTO A HORIZONTAL ALTERNATIVE PoLt RXI oP ATTACA4pNfiT W M CHANGE IN PLATE HEIGHT gTi FRAMNG DETAIL UNL�21 A TO iLL (IROS.AIR FLOOR) A EFEAIt-M VI A A ENGEEREDRISS,OR FLOOR) I- � W SWI N HAM OR CI !U%IaSa I!<7OD'Tte (3)C816'�•ACROSS lU%, dte WOOpene D VIA AN TRUSS.AND MAY DE tJfllED 110. O WPHMRAGM VIA AN DJC TPILSp AND MAY DE,BED U O'. ENCLOSED raft traft RDD MATCH WN: FLOOR:"Tam TO ROD STl NOT TO SCALE NOT TO SGAI.E P MMNG. CCWW40006 TO THE WDERSIM OF PIRAMING THE SHEAR-MAL CIEWNJOUS TO THE UNDERSIDE OF / � a -A SEE BILL!SHEAR edS oR NOMAD=DIST-) HEADMIO R STUD (MATCH WTT22 S TYPICAL GABLE-END T-I�A i Ma DETAIL_ U�. hE ASI A THNNG THIO PETAL IS NO e®PL4`�-'a THE HIORMONTAL SHEATHING.THS$DETAIL IS TQ►Aw'MXA R V v, _SILL P-TO-FOMDATION iJ� 1C�Y sA x1laIj t' COL-M47W a tat EMBEPAEDGE DIET fit( NOT TO Scoft r �A�A{pRAGE WHEN U6IVk+UIOOr7•TTe RODS. AY[TIALl IlWa 01we I�11� ATT DACE -DOWN w/3'x3"rYt" FOR:ADDITIONAL INFORM IA710N AND SEE 1111186 , WAGNERDETAILS ON CONSTRUCTING A GYPSUM DETAILS FOR $ QDsTie DETAILS SPECIFICATIONS CLNYs DIAPHNRAGM,REEIe To REPORT SPACING O. NG NTERIOR i.J,aNeNr•PARALLEL TO TRUGS,ABOVE NTIMOR SHEAR To TRUas,ABovE STI ICC OR 133E t EOR 1046 1GYPBUM EXTEND HEADER TO KING STUDS W Q • BOARD KMMOR 4 EXTERIOR WE WJL 191 and SCSI I ''1; NOT TO SCALE i OTE& U HARDE-PANQ OR LP SMART SIDING 0 AN AL7EINATtVE TO THE SPECIPI 1/161 THICK APA OR TWO-RATED,WALL �"(1 MOM-EAVES rsom I TO APPLICATIAV6,•. FOR ADDITIONAL KING STUDS PER STRJG1URA. MATCH►EDGE WAILING SHEATHING ONLY IF IDENTIFIED AS SUCH ON STRINMURAL PLANL BE EITHER VNTL.SOFPR WOOD TR188 HANDL PAW, EXTEND ONE KING TO TOP --°a o 0 o- PATTERN FOR 11100FA°LOOR SH EATHNG 2)OPENINGS ANDA At PBETRATIONS GREA IRWI ALLONAME ONLY IF VENT"I AS SUCH ON THE STRUCTURAL PWA MATERIAL,RATED 4 INSTALLED NOTALLLATION AND OF HEADER INSTALL REMAHM ° ° ° ° SPECIFIED CW 2x4 4 SYP NALRt TO FOR THE APPLICABLE DESIGN ALe•Nb ° ° HEADER PER b1NJGTUtAL PLAN. ° ° " ° ° ° BOTTOM CNORD OF TRIM W Q SPP BLOCKING,A&REQ'D FOR RENP- D-TOP 3)TOP!CATIONS NSW 4 N. 11EC Jar' TO SHALL BE MRN 48• O(2 w/ MINI.(24) NE EACH SIDE I0d NAILS PSS FOR THE SPECIFIC KING STUDS Ab JACK HEA AND ° ° ° ° ° ° ONEAT14 A7 W IM COMI'M•Wool= / / / / / / / MIN.1/16"THICK WALL WNDCYIS,wA(2)13bt3°1K)E-tIAILa PER END. 4)AT LOCATIONS WNDtE MN SP'NCFED 170P M NDI AGI#Vt?TJ,ADD!2)MSTA&,4,& (ONE EACH SIDE OF IE) ON APPLICATION %1 THICK bu4 SYP GONTRVUOIJ6 IB STRAP F.AC71 JACK TO HEADER SHEATHING TO TOP 16' PROVIDE TiJLL-pEPTRi (0 " W EACH SPLICE _ ON L#ASWKAToW SIDE w/W ° - - ° ° ° ° ° ° CHORD OF INDICATED IAW THICK(MR)!24/16 BLOCKING BETWEEN / / / / / / SHEATHING OR STRUCTURAL HEADER 4118 T To S)CEGOND-FLOOR SWEAR-WALLS,LOCATED CMI!YALLi IHiALL USE MOLD-DOWNS DIED FOR MRST-FLOOR MIND APR-OR RATED W c2)W! o EACH, M WrA24 PER PLY. TRIM GON Tia L JOIST/TRLkSEb ABOVE SWEET SDING w/(1)ROI,OF Ed TOP R:- CALL OUT SPH"-6-8 CONNECTORS BHEATHNG w/b"A6"o/c QS DO NOT SPLICE-OvEr81 AP SPAN NDE X)APA-OR 2• SF�IIM-tlNLLB WITH F BVFRM ATR (MIO LIBEL OR TiE-NNAMU INCREASED TO Q'FOR V2•dN AND W FOR WOWS STORY SHEAR-IWALLS. / / / / / / NAILS•3"o/e AT TOP OF ON BTRUCiL1�PLML •TOP 1E-TO-HEADER• 6d NALNG BLOCK ALL JOINTS MN.l2) °° I TECO-RATED WIW. TTACH_ 6H7N'G CM TO TOP 21 AND AT IMAx I MAX 3z•oJa i6))AAtLOCATIONS IIN> N AN INTERIOR WALL I 1®AS A NEAPb4UALL.,THE WALL MUST BE CONNECTED TO TE DIAPHRAM UNSUPPORTED PMIS EXTEND BRACNGr TO OR °I'I I°I° 16'MN.FOR 1 S �"'� �T NW ATM19L BLOCK ALL ABLOQGMG W Ed NAILSTwm O• / / / / / / / / DESIGN RW BOTTOM OF BHTNJYs(N TO FI ABOVE.REIN TO DETAIL W/ST1 FOR °1 1 00 24'MIN FOR 2 S Wolo AND BLOCKING TO / / / / / / / / HDR) NO ADDITIONAL BRACED WALLS 4 ATT Ed NA l S IN W ORI) HEADERS I°c ( o IJAI Wv ad EDtGIC-6 V 2x B1oCKRNG ATTACH THNrs UNSUPPORTED PAU"EJ.. TOP PLATE w OJSI'x3" 126%w/ UPLFM ( 13b�3•TOE-OR F - T I SHIOWN•3•We INTO ALL FRAMING DRAFT RW AND SNLJ.e)!Ml ° TOE NAILS a 4bAC N(2) e-TO-HEADER COIN 0=00116 8d NAILS N 3•GRD PATTERN AS IG�C10 MAB SPECS ON -----LI- END-NAILS.KSYs-BTUD NAILS OR%,I-rA4'1 FA67M TOP PLATE AM Mra BLOCKING I°I bl° ••P THE RAID USE I ___u-- _ EN HEADER 2x6 HDR $Tl NOT t0 SCALE I'° COMMON 3'o/e PER CPECFIG4TION 1 I I I I eHNAIe-MI4LL-coMSTTaJet STaGGERo wou)e• �vC STRUCTURAL PWD 3USE(6)NAILS, 2xb 4 �DRYUA L Bra�WS. T E GONTNUOIB BRAGNG I6 THE TO HEADER W/(2) 1° I E3 BEDDED AAT TH SFEATHNG DE ON DOUJOLE GOP a CHEt.t�GD LAP �rTAIC-W - \ 'J/ APPLIED TO THE QBOTTOM C240M _ffif�16 To 6 W/Sd OPPOSITE SIDE OF WiW.OF OF WAL •� 2x10 WPM USE(9J ROUM OF 16d NALB• °I1°I° ARE FootJ3bt9'TOE-OR 00-NAILB WINDOW HEAD-,g1F'PLOHB-Y \� NAILS, 2xQ 4 ELN&WOOD TRubb BOTTOM CHORDS MAY gupgEQlENr YL TFE G S'O/e ITYPZ INTERMEDIATE-(NON-COIt►NER) I° ( �T-RV_P1 � rY •3•oAe BOTTOM CHORD NAILER•KING-STUD TO MEADOR 115EN t1JNDow pp0:411 HDIRS.USE(I2)NAL6- CD WOOD•Tie POP ADJACENT TAD BE eftA=BY Egg PORTAL FRAME DETAIL MATCH 1°I I'll FOLMArIO N SCALE N.T.S. 2xb HDR USE(i)NAILS, DIRECTLY TO H41E SEE TABLE STIR POST IF PORCH BEAM b CLm s IS ATTACHED TO T wIF 1x8 1 2xB HDRe IJaE!� FOR 812E!CONNII�CT�l(6� METHOD THE CONTNNUOU6 bc4 � RA7T4Et THLdN ° ° PLAN P L SEE ITRIGTUtA1. I°I°I I°I THEY MAY 11 E THIS AN ALTEIaNATIVE METHOD OF ATTAC,{NIVG CONVBNTIOK4L L11"BFR(2x/ 2x10 -TOP PLATE MAY BE NOTCHED TO DRAONG(SWAIN AT RIGWT)OR DIRECTLY To THE Twuss)TRE JACK STUDIO PER MASS PLAN POR ADDITIONAL I,° -I REPLACED WTIHI A TO HORIZONTAL DROOP OR FLOOR) TRUSS-TO-12 CONNECTOR NAILS, 2x12 4 ENG.WOOD ------- ' '--------- un,ETC). (1)WOOD•TIE RIDE ALLOW PORC14 BEAM 7O BE LET N THE WGD CELNG DIAPHIRAGM1 MAXIMUM old ePaeNG�TjHN STRUCTURAL PLAN HEIGHR INFORMATION,CON HmcroR8,a I I� -I°I NTT12%•• DI VIA TRUSS,AND MAY BE USED U-0 am TRIM DATE 122D'B Sc-------- (I)MISTA-SERIES STRAP A kJAhCNNT TO EACH SION OF POST (SHOWN AT LEFT). " STRAP t0 HEADER ON B-i A' �-���� CONTRiJO1J6 TO THE UHDERSDE O, �TT � A0871) 44D L51 USE(12)NALS_ --- --_a/ �- ----- TO WALL PROVIDED THAT lU 2x4►J 'T ---_--- _ • BRAIGRJG 0 24. • I° °I° -- r ---- H 2x6 HDR USE F P101ICN BEAM 0 DVGNElRD SPF POST 0 ADDED TO EACH SIDE INSHEAiHPJD SDE w/ UlDOD•Tte ANCHORING,RODS, N VIWIATE d1•IC HEAP- Q•BTRAPS,2x8 t 2 USE LUMPIER:(�"LVt�POL EAG.) OF PORG4 BEAM TO SUPPORT TOP (UMOtA24 PER PLY. FOR A PANEL SPLICE llf I' I "• 06� � AL THING THIS PETAL 16 /7l needed),PaNEI.I".OGF.S eHL4D.L °I°I i°I° b77RA1P8 MUST STtDa/sHEADe WALL JOB NO. STANDARD PER DETAIL"Ti,EACH SDE ASIC,ME II/ONrAG1ED / mom UBE IE"STRAPS, @ N ADDmoN cU W7OD•Tt.ROD Gl-�IJ"1 GLNYs DIA1D{"IRAG1'1 1"�tl•10D BE BLOCKED,4 OCCUR WITHIN I°1,1 1°I°I INSTALLED w/ FRAMING PER PLAN OP EACH OPENMG,WITHIN 2'OF OMD)ONLY-IEE t 2xQ•DJC:MIopD HDR6 SHOULD BE INSTALLED TO BAC34 (REQURES USE O1°EXI Olt-GRAPE GYMIU1 BOARD 24.OF M0461OHT OP WALL ° ADDITIONAL PG(�� 8 JACK-ACNG-STIR ASSEMBLY. DOR SIZE 4�EGTIOW61 DICE 24.STRAPS SIDE OF PORCH BEAM AND(1) WHEN USED WTH',PARTIALLY ENCLOSED BUILDING TYPES) INDEX)APAACHED TO -OR TECO-RATED I° I°I° ROOM PER w4gi" NfBR1OR OR RWJNCs " IAW THICK"41.)(24/16 SPAN I° ` I SQ FT. DETAILS f►%T�OFFIOEACULP STOP ITME I°I°I 1°I°I ININTPLICRO »" P PHNpIcuLA R TO TP#JSWD ABOVE Mu HEEL J, -•KjIJG-6TUDf6) (U SI•H+4-i-8 CONNECTOR ON THE JOINT. YU4LL CFEA7HRYa DLOaC ALL 16'MN.FOR 1 STORY INTEttiCk SHEAR luVrtaNRNG PARALLEL TO 71D,188 ABOVE _R*a e NTdNrLB JAM-OTD TO F� - 4 I 2x PANEL I✓ 24•MK FOR 2 STORY I I STHDWN%"N � = E1gEn�- 1°° °I oR VERTICAL WEB 61 TO 1'-6". I @ USE[U LTT2EB gtl NOT TO EC' APPLICATION PIMM w/STUCCO Vr dia.ANCHOR BOLTS IW 1°°I 1 N rj g PLAN. •> JACK-bTtDB PORCH BEAM MAY DE EXT.FINISH, 11 MN.EMBEDMENT• I APPLICAT 1.8 A. Owne, PE ulrDau SILL-SEE TABLE WTT16too1NDAT1ONl( !U IHOtGED AROUND TOP STHPK Hi:D.BppEp 2 Sa'x3n6•WASHER(T1 P). I I I ( p N L- FLOOR j!i ncl) Engineer Opt PLATE PROVDED THE TOTAL INTERMEDIATE SHEAR FOR 812E 4 ;0"ac"CNl6). MORE)JACK-STIES TO DEPTH OP THE DEAN 16> FAST NERS,PER a"1E � WNDO06)Am / FOISDATION S-M4•UNLESS NOTED ON THE y�Iy 2x1)4 SYP I I RIBBON SHEATHING sH4ENR COIVJEeroR ---- DOORf� _YY------ STTaJeiueAL eI4@1: �L�bC•A�TEpb AT a Fir Biu.@ I _ I LpSe FLoart -.�1 1475 -- --- --- CURD WALL aM 2/872) .I .- , OF CURD Il SHEA ''' SCFagDULE ON S-S EE7(� r-----n+BE ATr,4k0 n- , NTERMEp1aTE AND BEGIN !T• ACHMEM BOOR TRU68 GOP CHOW OL S I I � i i i ANCF40R BOLTS PER TPU*BEAMS AT BASE OF CtU1I6 UI4LL L L 1 tRUee 9 HN D VERTICAL i SC license Np.4ga/U NAL Poer ro Po1MICH4 1 « O,TRU66 ,'R x MI9M N DETAIL Areri tYP HEADER W+!U ROW OF LZ 611OPTIONAL141f110 RE=PLACEMENT . _ IEd.i'Wc i"ROMM PONT. I�Rt l D�L *n Blvd. A(,(,ORDANICE t ( J31x3"NAILJ3•2'OAC OF H (Is P901NADTION PER 81RUGTIJIRAI.PLAIN. � � 11I�6L 2x4 TO 2x4 BLOCKING p1*1 �:�.32084 APPL, ` ROOF SYSTEM IFOTRill I I"••�- '�`''� ism I T PORTAL FRAME DETAIL --__-_-{ HORIZONTAL 2x4 RPP a `'': £� t ) DI T ' 2x�2 8YP TOP R /�\ T l2)ROu)e oP J31 x 3• QJTi NOT TO SCALE ISLOCKNG BTWN TRUSS aTi� �ppg t•DITCH BEN'i IEE \ / PLAN vllau o, NAILS•6.0% ROOF aHEATHNNG STRUCTURAL sl•1I�r 11__- JJ S EXTERIOR WALL-OPENING HEADER OR SILL 120 MPH,EXPOW;M M FOR MINIMUM SIM am S7RWbtUpAL FLAK TECO-RATED 61 EATW M IV C DETAIL. SHEET TOP CINORD Ig/BPACING 6'Wo/c Od NAILING. BLOCK OR E9D CONTAEIOUS 2x4 SPT°4 UV MAXIMUM ePAwol°ENnrc FOR RLL UFIBtFPORT�PANEL 2x CHIMNEY FRAMM '- OF 71tU66 _ _ _ _ (SJ 136c3•NAILS TO EAUCH MEMBER GIVEN WALL HEIGHT OCNNECTION RSaD REQUITED AT EImB NO.2,SPF 8 9' 0' 2' EDCNEB w/2x BLOGKNIfE 1-2X4 5'-II" I.-T.V5'-3" 5'-0" 4-I0' 4-0.131 X 3"TOE NAILS H�r-NUMBER OF PL.YS TO PORCH H1EaUER tMEh'IOET4n-On STUD �aDER STUD POST SIZE 2x SYP BLOCKING w/J3613• TABLE FOR 61AL SPS MINL V16'TH (24AI6 SPAN F .13"I ALS TAIL 4 e b b/e AND GIi�E TO MLATCN WALL NAILS•b"o/c TO TOP OF TOP SWMTH CHIMNEY w/5/16• 4 MAX o%SPACING- 1 PEX)APA TECO-RATED � INI NAL6 TO & T1 2-2X4 8-4" 7'-II" T-6" 1'-2" 6'-I0" 6-0.131 X 3"TOE NAILS ATT7ACH= NCV(1)MOTA BLOCKING. 61UDS�L PLA coNN caT R ASSEMBLY 4 7O TOP Q BYTES w/IIIAT Ed YWfll USE HT FOR 2 C OW. ADD N a I AIS$TRAP UV R) i-zXb a'-a' a'-z" l-9' l'-5' T'-I• 6-0.131 x 3"ROE NAILS 011 PLAFL CON"ECT PORCHI HEADER AeeB'BLY. -U16'APA RATED PLYWOOD "EIGHT FOR t FEIGHt: -- „'•.ALL PANEL 101abEND•E4.SPLICE z-2x6 I2-4" a-e' n'-m^ >m'-6' I0'-1^ 2-ALS 5"vadxl}"NAILs M'76 P�DETAIL O/b7L w/b•-Q•O/0.bd 2-ply 2xr AT COMAM czq (CONT.2x4 MAYBE OMITTED DJ11 - - 1, EDGES SII ft IF(1)MSTAIE la USED 1gtOMT o f y� EXTERIOR WALL EXTERIOR WALL-OPENNlG HEADER OR SILL 120 MPH,EXPOSW7E O. EXTERIOR WALL-OPENING HEADER OR SILL 120 MPFI,F D. IF MOM q,'�Ry DOWN WaINfA 'ABLE Q4 DE7 P/bTl OR t RLL. nAxmu epAwO•aNn+G FOR Mw ma+srawoPENrt+G FOR b1PLicl IML�1RAPPING,tAIL TO tHE 2x4 aE SYP BLOCKING BETWEEN STRAP POR A CGIJARE Iap VIS OIUr ON 8 PLML )BLOC,ACROSS MI9"IBER GIVEN PALL HEIGHT ccwEcrroN tie eER GIVEN WALL HEIGHT coNrECTION FOR isORCH AND DERAIL W8T1 - 1'IiJRAiEB BELOW CHAMNEY WALL$ !CHIMNEY 44((2)141120$Olt REQ'D i�Qu11ED Ar ENDS REQV RE67I M AT Errors COIAECTIaN DETAILS. W(4)131x31 70C/CND NAiLS AT f2)M6TA24'e FOR A E CCN� No.2,sPF .�.2.s� e' S' 10' ll' 12' WE BCHEDILE ROR DOUBLE TOP E OF WALL a' 9' 10' n' n' N LIEU OF WOOD PANEL 04FATWM CELING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL.HAVING 50141.OW BACI4 END OF BLOCKING o RECTANGLE CWtNEY•EA 1-2X4 5'-0' 4'-8" 4'-1' 3-9" 3'-5" 4-0131 x 3"ROE NAILS I-2X4 4'-2" 3'-a" V-a• Y-0' 2'-9" 4-0131 x 3'TOE NAILS - BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CINWWV FBG PRODUCT APPROVAL DOCUMENTATION.. TOP CF40RD OF TRJ86 OR CORNER OF CHIMNEY TO IDYL A/STU 2-2X4 1'-1" 6'-6' 6'-2" 5'-T' S-2" 6-0131 X 3"TOE NAILS I-2X4 6'-2" 5'-6" 5'-0" 4'-6" a'-z^ 6-0x31 x 3"TOE NA LS RAFTER.At CORNERS OF R,MTER/tPUM TOP CHORD 4' RECTAM'1PAY.AR GHRMNEYS,USE OR 2x4 BLOCKING BE1.OUl S /Sl4L•.AR UUALL * »INSTALL WALL 81•EAtHIRNG PANELS �� 1-2X6 W-2" 5'-6" V-0" 4--6" 4'-2' 6-0.131 X 3'TOE NAILS 12X6 1'-4" 6-Il• 6'-2° 5-l" 5'-2" b-0.131 X 3 TOE NAILS ' 2-2X6 10'_5" 1I.-I. 8'-6" l-9" T'-I" 2-ALL'S W/IdXI 1'NAILS 2-2Xb 8,_6" 1'_l" 6'-10" 6'-2" 5'-8" 2-A35'S W/adXl l"NAILS 2XE fll.,�a.2X")w/(E)FL4ILa/eN1D PRAMN'�G SEE PLIW. AIR R�Ni�i WTH LANG Axl$f8'LENGTH) !IJ-O.(4)NAILS). f4DM4MICULAR TO TWY68E8 ABOVE DO-VVBX"C,AHORIZONTAL ALG-OR-BI BLOCK W/2x TRIJab TOP CHORD OR st �ICUI e CHIMNEY FRAMING DETAIL w S�E�-WALL BRACING DETAILS aiPPOIRFRAMINGM PROVIDE TR MAX 16�''e eAM TO STUD 91" TA Q J0ORGH CEILING , ATHMG DETAIL RArrin(TYP) aTi NOT to SCALE sT( Ern to SCa.E � TYPICALOPENi� �� DETAIL_.-__�N.D. stt NOT To STt 1VOT to SCALE Sti NOT TO SCALE R SEE ST1 FOR VERTICAL WALL COMNECTI THIS ASSOCDOCUIATED DO DOCUMENTS, NICs WITH 5 HORIZONTAL. ASSOCIATED DOCIA'ENTS,IS AN 4" CONC SLAB W/6X&X10/10 WAF SEE 5T1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER VVER (TYP.VERTICAL REINFORINSTRUMENT OF ENGINEER'S S CLEAN,WELL COMPACTED, TRC^+ATED FILL -EMENTh ERVICE FOR THE EXCLUSIVE I �✓ DOWELS • CORNERS 4 24"o% 5 HORIZONTAL. USE At THE PROJECT TITLED 4" CONC SLAB W/ 6X6Xi0/10 WWF MAY BE USED ----��� THEREAFTER - BEND '"5 HOR1Z 6"FROM E ND HEi�REIN. INF.ORfKATiON DERIVED OVER 6 MIL VAPOR BARRIER OVER AS BRICK LE ALL DOWELS • TOP 4 BOTTOM, 48" MIN OF VERTICALS. (TYP. VERTICAL REINFORCEMENT). �5 FROM IAT41S D DOCUMENTS, TS,MAY _ GLEAN, L COMPACTED,TREATED FILL SLOPE GRAD EMBED MINIMUM 6" INTO FOOTING DOWELS • CORNERS 4 INDICATED o% " — ---------- I I (l)04 REBAR GONt.•HEADEI€$ /48" INTO SLAB (GROUT ALL SPACING THEREAFTER - BEND ALL 12„ "5 HORIZ 6 ASSOCIATED BE U DOFOR OTS,MAY le SLOPE DIMENSIONS ARE CELLS SOLID) DOWELS • TOP 4 BOTTOM,EMBED MINIMUM MIN. FROM END OF NOT BE USED FOR OTHER g GRADE = MIN.DISTANCES �I I=T I „ I — — —— — — _ WITHOUT THE OR PR SS WRIT _ 4 1 STORY DIMENSIONS ARE 5 VERTICALS — —— —— _ v 6" INTO ALL CELLS SOLID)FOOTING /12" Nt0 SLAB(GROUT WITHOUT 7HE EXPIQESS WRITTEN PERMISSION OF t1 PROJECT i H ENGINEER IDENTIFIED SELOW. ct) I I MIN.D15TANCES • 2s}" p/c a - j N _ y1 III GLEAN COMPACTED _ —iii =1 6 2 STORY Ii I I (- -I6" — —— _— _ ` —— REV DESCRIPTION • SAND FILL Z 45 VERTICALS • % SPACING — — — — — -xc •• EMBEDDED STRAPS 0 (TYP.HORIZONTAL. I I I I I i—I I I TO 12 COURSES: 24"0% W/O BRICK MUST BE METALLED w/ (TYP.VERTICAL RER�FORGEMEI�Th 44 DOWELS REINFORCEMENT).- (2) ADD GLEAN FILL AND 12 < 13-1/1 COURSES: 16"o/c 6° — SLOPE OF / , ADDITIONAL PIECE OF 04 =-- •CORNERS 4 48"o%THEREAFfWR- BEND WI.�CMWll)LONGITUDINAL I ) AGt N 1211 lM �LIFTS. 13-1/.2 < 15 COURSES: 8"o% III— I I I I— �E S `3� El qX - REBAR PER SIMPSON — III I I I I I +I ALL DOWELS • TOP 4 BOTTOM.iD WINS SPACED • ib" O/C. "UJIL�� INSTRUCTIONS.- I MINIMUM 6 INTO FOOTING /12 IWO� PROVIDE HORIZONTALI— (GROUT ALL CELLS SOLID) REINFORCEMENT WITHIN 16" 8 CMU;FILL ALL CELLS I I III I I - 1 STORY FOOTNG SIZE MAX. STEMWALL HEIGHT: (5) OF TOP AND BOTTOM OF ° ( I I I I I I ( — SOLID.W/37d00pel GROl1t. 00 Eq�CK 12"WIDE W1(21,4 OR(2)'5 CONT. 8" COURSES.FOR WALLS > I STORY FOOTING SIZE ADD CLEAN FILI AND _ " „ w/o SRICK Ib"xie"W/(2r5 CoKit•OR(2)04 MASONRY STEM WALL. I� I =1 II a I I COMPACT IN 12" (MAX-)LIFTS. 4 w/EAQICK 20WIDE(INGLUDMG LEDGE)W/(2)5 OR(3)f4 (5)8 COURSES HIGH USE W/9MCK 20"xlm"Wr l215 cc +t•OR(3)'K 2 gTOar DETAIL 1A/ST2 OR I5/5T2 �o zm"xlm lW!2)y3 COI�t.OR l3)M —�5 HORIZ NEAR MID-HEICsHt. LAP ALL METER AT AL MINIMUMI— W/O DRIGK 16"WIDE W/(215 CONT.OR(3)'4 DEPENDING ON WALL HEIGHT. �� 8" CMI•GROUT ALL CELLS II: 40 DIAMETERS At ALL JONtS. 1� VW HRICK 24 WIDE(NCLUDMG LEDGE)W/(3)5 OR(4)•4 W/g�q� 24'xlm"'W/!31"3 Ct31 T-OR(4)+4 SOLID. MAX.(10)COURSE& 1 1 =1 11 ' C STILL 0 GST2TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (EYP.+•RCZM NT): ' HORiz. • EACH NOT TO SCALE ST2 NOT t0 SCALE COMPACT N 12" (MAX.)LIFTS. I I—III ��„ITU INAL _4th COURSE �r O u p WIRES SPACD • 16" O/C. III—III- ♦4I�MIF a a I ° I I_ STANDARD FOOTING SEE DETAIL BELOW II — PROVIDE HORIZONTAL I Designers REINFORGEMENT WITHIN 16" — F ++ EMBEDDED SEE 5T1 FOR VERTICAL WALL CONNECTION. =I TOP AND BOTTOM CF I ° I—— I MASONRY TEM WALL. II 12"d. 24"w.2500pe1 CONIC. `n(��sINSTK STRAPS MUST ,I ° ADDAITIONALLED � q112 5 1/2" WIDE CONC.SILL TOP AT MAN + MAX. 2 COURSES SEE STI FOR VERTICAL =� I —III I ° FOOTING w/(3)45 REBAR EXCEPT-. — ALS-STORY WITH BRICK USE 12"d � PIECE OF +4 SLAB LEVEL.TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. UgLL COMJEGTION k W.W/(4)+5. SIMP50N — — _ I .° �► s ` • REBAR PER vARIESt MAX 1 i/2 (HEIGHTS EXCEEDING (i>•4 CONT. N SOLID GR��D I� I WIDTH BY MORE THAN 2 REQ — INSTRUCTIONS. M. ADDITIONAL ANALYSIS) U-BLOCK COURSELi " AB W/bxbxi0/10 WIF TYPICAL SLAB I—) I • °• II i 4 CONC SL OVER 6 MIL VAPOR BARRIER OVER Li I - _ CLEAN, LL COMPACTED,TREATED FILL Tom' VERT. i�- �0 SLOPE RENF. W�/p� I6'xID"W/(2A4 CONL a , , ' ' , 5 1 ' f � � i I '– , FOGfRJG SIZE — — LU _ — I I I I=1 I I —I I I W/I MCK 20"Wel uu(3N4 OR(2)%CONT GRAD£- _ jfg "�� CLEAN COMPACTED = I _=1 I I I IGAL FOOTING - E i/ST2 FOR �Iffi'L 51ZE/ �T W/O 20"xim•W,!3>,4 OR(2)03GOVT. Z • • SAND FILL W/BRICK 24"xlm"W/!4>,4 OR!3)5 CONT. I II I - III __11 _ 1B >J _COURSES $SECLSUAL.L FOUNDATION TYPICAL FOUNDATION I =1 I I I III= ST2 FOR STEM WALLS WITH 10<15 COURSES 4 GW,CSP, I' IMENSIONS a — 1 I=)I I-1 I I I- I' IN DISTANCE IA fi 5lo COMES STEM WALL ATION SU!or SP SOILS to 30•PW LATERAL LOAD ST2 FOR STEM WALLS WITH 6<10 COURSES i I' 2 FOUNDATION AT GARAGE e FOUNDATION AT "RAGE 2T NOT to SCALE ST2 NOT TO SCALi�d II 4" CONC SLAB W/bXbX10A0 WWF c OVERLAP SLAB RECESS SLAM 3/411 FOR SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER AT GARAGE DOOR 4 CONIC SLAB W!6X6x10/10 I " 1 1/2" THRESHOLD EXP.,DINT OVER 6 MIL VAPOR 6XI0A OVER CLEAN,WELL COMPACTED,TERMITE I DEPTH = STUD + 1 1/4" (Ftp TREATED FILL 1:1/211 RECESS SLAB 3/4"FOR 5GD OUTSIDE FACE OF BLOCK) 4" CONIC SLAB W/bX6X10/I?l WLF CLEAN,WELL COMPACTED,TE ITE .I 4" CONC SLAB W/6XbXl0/10 WWF — CLEAN,WELL 0. OVER ro MIL VCOMf'AGTED APOR BARRIER TED FILL TREATED FILL OVER 6 MIL VAPOR BARRIER OVER _ - [n CLEAN,WELL COMPACTED,TREATED FILL -)III=III 1= _=1 TYP. :SL _ —SAW CUT IN 15'x15' GRID, v, _ _ _ I DEEP WHILE CONCRETE ---____-- - — — �— _ :• •: IS WORKABLE (WITHIN 12 HRS PLACEMENT) i________��_�____�_�_ =�I I=1 I — IIII—III— = I==l - I =1 i I=1 I I 1=III I • iII= f, - _ 5• ----- - — — — — GLEAN COMPACTED FOOTING - ` E 1 IIII= =1= 6 MIL VAPOR BARRIER — — SIZE/ ��T . . _ = - _ - _ _ IIIIIIIIIII� i+4 SAND FILL =ll)'4 CONT. III I = E-11 ( I C2r'4 CONT. II =I - -_1 -1 - tf TYPICAL FOUNDATION I=1 A . ........— — — Q — 1STORY III(=1 I I I=)I I(= i=)I : •, I ! III 1=f =1 I= �1 � 8LOPED 11J�+IED EtXaE e 2 SC TORT'? s s FOUNDATION AT StsD. - s' y NOT rrD�lL3 $T2 NpTr 12 INTERIOR AD BEARING FOUNDATION AT EGD. st2 NOT to SCALD sr2 Not to ar.619� O Nat TO dCALE �, fz II HOLD HDR SLK. 4" CONC SLAB W/6X6XIVA0 ULF TO OUTSIDE OVER b MIL VAPOR BARRIER OVER 11/2" CLEAN,WELL COMPACTED,TREATS FILL 4" CONC SLAB W/6X&XI !10 WWF TYP.SLAB OVER , MIL VAPOR CT ER OVER CLEAN,WELL COMPACTS , TREATED FILL 'h 4" CONC SLAB W/6X&XIV/10 WWF = I = VARIES --- -- i�__�._t=_-,--_---- — OVER 6 MIL IcoMPAPOR BARRIER EATER — _6 MIL VAPOR BARRIER • CLEAN, LL COMPACTED,TREATED FILL —_ _ _ — 12`1111= �} �., ,,�-------- 1= I III( =11=1 I -_ I - � _ �f I I= 111= -1_= I - - II=I I = - _ _ _ _ d 5. _ _ _ -(I)P4 GONt^=I 11 =11= __ -„;,IIII-1�I f _I IIII I I-IIII IIII-III-IIII -III - III - III_III -I II- III- _ 1= I = LL • • I I TYPICAL FOO"MINGI _ _ _ — — _ — — (2)4 CONT. slz 11 I - 11 I-I 111= I I-I i l I- =III=1 I I - i;I INN III- TYPICAL _TYPICAL FOUNDATION III I I I = III = 1TfORI' HIM I III III III I I TUIrEQ DOttA�1 EDGE 0 li 4 4 FOUNDATION AT DOOR SILL sr2 Har to ecau.e sT2 NOT TO 5 NAT to SCALE ST2 Not t0 ScALiL� Uj II _ HEADER BLOCK OR O FORMED t CAST - 4” GONG SLAB Ili!/bxbX10/10 W11F N J j STEP DOWN LL.. ER OVgR (I>«5 x 2'-0" ®LIQ OVER , MIL C 0MpACTED,AIIjaM ITERMITE L GLEAN,WELL CHASEi:IN _4,---- - --- S YARI S - — TREATED FILL CONC.BLOGIK TEM - — — _r _ I � I _ WALL. — I= I I L= TVP. SLAB LU III -IIII—IIII SLOPE ---------- ,l C3ta0UT SOLID GRADE —,- _ T— - �_ - •�_ .� -: Ey PIPE _ GROUT SOLId Sri, - = I I = I =III -' - -I I DESIGN RW . • -11111 I I =1 11=i , ,,- E 1,5T2 =I'I - = I I -1 I I---I I,� DRAFT RW CLEAN COMPACTED AROUND PIPg PICAL FOOTING I SAND FILL ( (=1 `:_•`.:.:.:•::.:::• -III = , =IIII 11 Ili =IIII FORSIZE/ I( _ �IIdUIE 8'MAIL - DWPEN -III — _ _ _ FOOTM • PHASE TYPICAL FOUNDATION TYPIFOOTIh, - I�T2 III I I I I I`I I I I ���{� —I''I I I=III = I-- CHECKED LAP d LOCATION W REQ'D TO I—) :. :� .. _ INFG?RGEMENT = — =1 I I I — i 4QO%4DE FIKOPER —I I _— IIII= DATES 112-015 IFOMM DEPTH. III—III—III I I I I�1111_I I�1= „ _ MEASM = sT2 SCALE JOB NO. STANDARD 'eE UIW A6 FOUNDATION I UTILITY CHASE FOUNDATION W/ UTILITY CHAS ® LOAD BEARM STEP DOWN SQFT. ��,> ETAILS NOT TO SCALE ST2 NOT 10 SCALE NOT TO SCALE _ Enginew: 1" NIOLITHIG FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS' STANDARD �IAdDATION DET`r ►ILS _ A Fame, PE 1 I - - ionbl Enaineer t Wood vertical construction shown ato f dation d Its fo (Arlt . Wood crnu icf or other str r traction ,� 0 .21475 THESE DJETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE THE F p dun y Uctu a l vert Ica l coni , R_ II �fiEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable - see STI for Specifics_ •� 10323 M. n &No.'22978 I; (2)04 DOWELS,PER TYPICAL EPDXIED TOP OF SLAB EXPANSION TYPICAL FOUNDATION HOLD-D PER JOINT Tom° POOLL �'�,FgnCe Den 81vd 1 FOUNDATION DETAIL,CAST INTO PAD FOOTING OR EPDXIED W/MIN STRUG �' EGKINIS� 91AilgbSdrte�F.J. 8E)84 (1)05 VERY • EACH TYPICAL FOUNDATION I, SIDE OF STEM WALL 6 EMBEDMENT, *4 IN � \ .>.- • '. . •. .-. , +., I(' — _ FTN G. PADS 36 x36 i L R TYPI , FOUNDATI HEIGHT CHANGE HORIZONTAL 5'S K._zO. _ ° ti = — USE (3)5 DOWELS. �/\ST'ANDARD \\/\\/ \\\/\\/\\/\\/\\/ SHEET �C; //� • ti," O/C. —I(I(—I I %\/%FOI�IDATION /\ ♦l //\//\//\//\//\/ }'ppL. r0 -- =-�-- a---° n —IIII—IIII— DONT. \ \ \ \ \ \ \ \ \ _ TYPICAL FOUNDATION i\ \SEE DETAIL\ \ BE ° GRADE 11 /\/ VST( \ /\/ \/\/\/\/\/\ DESIC4dNE1� 1 r ,/ I —I I 5L01'E SLOPE n AN IGOMPACTI=D REBAR /�/� \ \ \ �/ /�/ //�/�//�/�/�/ ❑ `I. a kLEAN COMPACTED = GRADE GOVT.REBAR a SLOPE IQEBAR PE �/ / / / / /\� OTHERM d III-I�,I- „ I I IIII— I 04 vERTIc i\/\j\/\j\/\/\ \/\ /\/\/\/\/\/ BY / / / / / : T 2 4 II 11 °`I a ,AriILI I I I GRADE11 ` TYPICAL /j//j//j j I I FOUNDATI \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ 4 SEE STRUCTURAL ---------- I JI ; conk `_ DETAIL j//j//jj//j \/// s�• '1 u • ... PLANS FOR PAD �-- REBAR \\\\\\\\\\\\\\\ \\ �'.� of r-ooTNG SIZE, � \ \ \ \ \ \ LOCATION • --� �-- � m SEE stRUctURAI REBAR SPEC'& a a 4s i • FOOTNGF S�IZE,� _ PAD BASE PCjfQ STRUCTURAL PLAN — 5EE STRUGTURALL PLANS FOR SIZE LOCATION 4 --� REBAR sPEc's. A-24* \—IMM SzarT,nL+zee 15 �1'I�"'I t �-L 4S' CORNER DETAIL SECTION VIEW LOCATION 4 PAD BASE 45 /� 1 L EAO: SECT VIEW m I / . MIK `- PAD BASE RE15AR SPECS., PER STRUCTURAL PLAN GLEAN COMPACTED �� ST2 Har t0 SCALE PER STRUCTURAL PLAN SAND FILL J� �. PLAN6 FOR SIZE, PAD FOOTING, FOR MONO SLAB PAD BASE LOCAr1oN 4 18EOMATION 0 SCALL NOT STEM WALL HEIGHT CddBd�E ST2 Har TO SCALE St2 To PER STRUG F QAL PLAN REBAR SPECS. St2 Nar t0 SCALE PACE VIEW 1572 NOT TO SCALE y , I �1 �� ' it 111 1 f , I)+ ;`j i ' { - �il r;i I I 1' r i it { :, I I I r i 1 i l�.. t r 7 1 .1 ,1 I:: a ,I :E }} A i I i i P I i p I I� f i 'i ^G t P ; } 3: r i - .:ISI _... .. , 1 }s. , ... i 6E NEIGH DUL I,I; a I)I ;ii 1i ¢ a: t IY ,It } IJpk)d`; Y,,. 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Ll , ::, :., ,,. _......__ .._...... -- ._...._.... :.. -_.-....._ REFER 0 .. .._. - 2 ....... -_. ......._ ___--- -..._.. ....._.. __ .... .._.. .......___. ...... - _.......__ _ 7 ENSINEERED DRAWINGS FOR PERIAANENT It I :. I I' :.I" 1: i ! I,,,,.. ;`> ft ,:;r,: I ,;.I „ r , ;.:. _ ....... ....... ._ r j I. @ : hC �. I.: t .C,:.:. ,`:. ., I ,;: , .F .} , ii'� (,P.: : BRACING REQUIRED. II 1H } :q}i 1, , «1. 7 €, { k, , 1 ,, ..I. L I, , a , r ,.,� a.. Q �a 1 i _..i O r I1 i S .� F Kti/ !i-I, tIc a.. E 1 ;',..: , ,r _ x ...., ,.. ..... , .— -------— -"-- --- --.._ ..... __ 2.)ALL TRU55E5(INLLUDIt�,TRUSSES UDDER i 6 ,k, ,I t k ,I - _ t __. O _... _.._ - O - r ... ':'. o.I,, F r� : : ., , r; ..., h s::.: ).. r, �. +.,.4 ..-4-:_• ... _..._- ..._.._. , - - VALLEY FRAMING)A915T BE COMPLETELY L _ _ .._--- --._ 4 f r- 1., , --. -...-- ---.... ........ ....__ .._._..---- ........ ........_ ._._ 1, 0 4 _ �.,.. L,.. !:,. �.�.� ,. , T. : _ ....... — _. .___...__ DECKED ORR ... I - _..:: �, - a*r _ ..__. a EFER TO DETAd VR)5 F R I I , , i' I ,,i . _ ..___ a I , 1 _,, 1 a _ t __ T O _ } _ _.,. 1 .. .. , .. ..,,. „. i ,, t AL7ERNATE BRACING REQUIREMEN75. _: i. ._. °:, �. .. ,,:, . { ,: r. ..., -. I '': -KAP ,. t i , L 1 F K 1/ cv I r , E I : tf� :. : ..i a ..,. , I: L , -- - _. . �,:..: g 1 1, { ...I ,.1 .- I --. 3. ALL VALLEYS ARE TO BE CONVENTIONALLY f L _... .--._ .._.. - ._.. 03 10: :., 'i I - , ,... ,. '. . ,.... :. ..,.. h ,: -::.._. _.-.._ ...... _____._.._-- ......... FRAMED B BU LD R t l l I. o , ;;I. 1;;I: '_ f Vit;. .,. 3' 3,- .i Ir 1 , I'...{ , L:: I {:L. , I,: a. ,', a .L. �.. e ,�;-:1 / j •III:' ' ° : : _ I. .I 6 ; ODD SPAG FO PLUMBING : I., , I , , 4.: r i 1. )tG, !WV .- ..._... .« ......... 4. ALL TRU55E AR - 'k k ._......._ -..__ ........-- ......._ ....._._ _... .._...... ....... .._.._. .. ...._..._ S E DESIGNED FOR 2' r ' I ) : ":, 1 , ,...t. e.. J I , ..____._ ..._._._ ..__ - _. ..___... r ; ^, '.., i ., ,:. ,:I?. ., t I. II ,, ,.,,. 3,,, j , kp,l. MAXIMUA SPACING,UNLESS OTHERWISE NOTED. I I ; ! ' t r, {'I , r I,', .,:i;. i v .. . J 1.,, r. ).:, r L- I - -----' -- U . d - s� ., f : I t I ,., rl) ,,I I -I : i 5. ALL WALL5 SHOWN ON PLAC r. '11 , I,, 1 Iv „ ", .,, „ :. i:' !, + ,;,: , Ir j , 31. .{,. : : : > EMENT ... 11 : ,. f _...._ ........ _._._..... _--_. ......_.... ._ _.. ...... _..._._ _ ._.. 9 :1.' ,,.. 1 : i: , ff _. ......... ._ ._.._...___. --- .... _._. _ _ ...... .. .. - _ )PLAN ARE CONSIDER T i,. 1.ut. ,., € , ,:':I 1, ,: _ i : } .-.... _ EO 0 BE LOAD s : a. a.. .,y,: { ..:, , 1. �. ::. r' i; - BEARING.UJLE55 OTHERWISE NOTED. 1 „} c. 1 �.,, : b ,. k r.: I.. ,.,!1 .::, i. ,n ,E. Ali I. ; : / . ! ( _ ..1 q i r ;: , :,, A I: , , I, t; ,: :,. :, , z aj;k, , I. 1 • -_. : _ 1 ) 6.)5742 TRUSSES MUST BE INSTALLED s S ,Ill , ,- :........._ ..... WITH THE TOP BEING UP. a 1 1 0� aaa-aa"aLLL 1 „ 9 I _- -....__. �I f'I „ I 1 pp 1 ; ! 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ATLANTIC BEACH, FLORIDA 32233 ZONING CLASSIFICATION: PUD DUVAL COUNTY WIND ZONE: 120 NIPH (WIND-BORNE DEBRIS) FLORIDA BUILDINGCODE - RESIDENTIAL. 00�EpITiON 2 STORY, 4 t : FLORIDA BUILDINGCODE - PLUMBING: 2007-_ oirQN DRAWING INDEX -�-- BEDROOM FLORIDA BUILDIN6CODE - MECHANIC X07 EDITION FLORIDA BUILDIN6CODE - FUEL S - 2007�DITIC�J � ' � ATTACHED NATIONAL ELECTOcaL QODE. , 2007 EDITION . Al - TITLE SHEET, DRAWING INC X, SEN . NOTES. SINGLE FLORIDA FIRE PREVENTION CODE: 2007 EDITION A2- FOUNDATION PLAN FAMILY OCCUPANCY CLASSIFICATION: RESIDENTIAL A3- FIRST FLOOR P -,„-L \ HOUSES p � R CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) Q4- SECOND - FL � PLAN 1820-1822 TAYLOR WAY SPRINKLED: No A5- SIGHT SIDE AND FRONT ELEVA IONS ATLANTIC BEACH, FL FIRE DISTRICT: No A6- DEFT SIDE AND REAR ELEVATI-ONS 32233 BUILDING HEIGHT- A7- ROOF PLAN APPROXIMATE HMHT AFG: 23'-3” DUVAL COUNTY MEAN ROOF HEIGU: 20'-91' A8- SEPARATION WALL SECTION AND DETAILS BUILDING AREA (7TPICAL OF TWO)- A9- EXTERIOR WALL SECTION AND _DETAILS TITLE SHEET, FIRST FLOOR A/C:740 SQ FT. A1 0 FIRST FLOOR ELECTRICAL PLAN INDEX of ..SECOND FLOOR AC: 637 SQ FT. DRAWINGS, TOTAL A/C: 1 ,377 ,% FT. A11 - SECOND FLOOR ELECTRICAL PLAN GENERAL GARAGE: N/A LANAI: N/A NOTES ENTRY: 57 SQ FT. STORAGE: N/A TOTAL UNDER ROOF: 1 ,434 SQ FT. DATE: 1/6/2011 r-- ----- ---- DRAWN BY: PLO o LOT AREA: * THIS IRJILDING IS A TOWNHOMEISOLD AS "FEE SIMPLE" UNITS. BUILDING � FILE COPY ' COMPLIES WITH TSE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 - 7D4.4 �nVOR CODE coi►se�cE � CITY Uf ATLANTIC BEACH SEE PERM37S FOR ADDPCIONAL REOUfREFffiNTS AND CONDITIONS. REVIEWED BY: DATE: 2 2 Ll I I { i S— 1 I 1. , d I :I I , i'. � E 1 s� + I' i 1 .3 , 1 , I , LEGEND it tit Beaches 4» INDICATES A STEP-DOWN OR RECESS INHab*tat A � g C CONCRETE SLAB W/ MINIMUM DISTANCE k.} 1 DENOTED i _ _ 2 STORY MODE-�L ENTRY LEFT'. 2 STORY MODEL ENTRY RIGHT , � z for Humanity 40 JI INDICATES SLOPED CONCRETE SLAB I , > SLOPE 1/8" PER Fool (MIN) 50, 0» 1071 FRANCIS AVENUE �r ATLANTIC BEACH, FL 2!V-0" 25'-0" 32233 p t _ (90411241-1 �,_0„ 2,_4�» 3,_0» 3'-0" 2,_4 „ 4'_0» FAX: (904) 241-4310 I 10'-10" Y i ' Wa o W o � O SAAB NOTES �W HIB o i t 0 tl. I � 1 , I � I N F I , THE FOUNDATION IS DESIGNED 0R AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT 1' $ SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. $Al X 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, $ � COMPACTED, TERMITE TREATED SOIL. (TYPICAL) - i ? M VERIFY LOCATION of ALL INTERIOR LOAD BEARING INDRAWINGS PARTITIONS W/ TRUSS ENGINEERINGAND PROVIDE THICKENED SLAB 0 ALL LOCATIONS. 4 4t THE HEIGHT OF ALL STEP—DOWNS SHOWN ON . DRAWINGS ARE MINIMUMS AND MAY VARY AT f!( BUILDER'S OPTIONS AS REQUIRED BY SITE ,1 Y CONDITIONS. 2 STORY 4 �J! : i f0 IT ,`,' AN CONDUITS _ VERIFY LOCATION OF ALL PIPING D REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALLYEDRO O M 4 _ _ PLUMBING FIXTURE LOCATIONS) —0'-0" 0'-0" N O �f s 1 ATTACHED SINGLE t(t q NOTE FAMILY I li?F TRUSS ENGINEERING NOT AVAILABLE PRIOR TO 1 + BIANCE of THESE CONSTRUCTION DOCUMENTS. VERIFY HOUSES I= I PRIOR ROOF TRUSS BE WITH ROOF TRUSS # $ t I MNEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. , + II � rr I Y 1920-1822 TAYLOR WAY rz s i , I F » , O — — — { $r: -0 0 0 0 I ' I ; r ATLANTIC BEACH, FL pp 32233 1 _ DUVAL COUNTY I ; li M B B s !. , » — _ _ 14'' t 1 �-i 10 10 I » 1 4 2 0 0 2 3 '-0" 25'-0" I: 25 , I _ lI +i. M 50' -0" F f11. F OUNDATION I CL I I° SEPARATION WALL PLAN , 1 1 it I ' jI.,, :{.. , fi Se l � a 1 , 1, t r DAT I O N PLAN �0UN DATE: 16 011 1 —0 DRAWN BY: PLO $. II I I� , 1 r , 3 3 { i I i j d I I E a I i• _ I III I + l , , III i II a if ,y - li It t L• Hab*itat LNG N Ji NS BOCK CITES ABBR E TIO " ABV ABOW a INSTALL GRAB BAR BLOCKING FOR FUTtURE GRAB BAR H A 2 or umant INSTALLATION. 2 X 6 BLOCKING TO BIC LOCATED AT AC AIR— ITIONER A-s `. (CENTERED) ABOVE FINISHED FLOM.AFF ABWF1NISHED FLOOR 36" 2 STORY MODEL ENTRY LEFT 2 STORY MODEL ENTRY RIGHT 16771 FRANCIS AVENUE tt f AHU AIRIDLER UNIT { ? IcAes cAe�rs AT"NTIC BEACH, FL CLNG CEi 32233 I COL caps 25'-0" (904)241-1222 �w �I9 HER FAX: (904) 241-4310 ( I R FLi 10'-6" 14'-4" 14'-4" 10'-6" FL STAIR NOTES10 FP FIRIWE 2" 2" ] ) GLS GLA!!E 1» 1 ` 2,_6,. 11 --112 11'-112 10 -42 2'-6" HB HOS MC MEPC CABINET 1. TREADS MADE OF 2x12 GLUED �c SCREWED MIR MIFF (TRIMMED AS REQUIRED) ' MTL MEQ 2. RISERS MADE OF 1x8 GLUED & SCREWED OHC OVEAD CABS ASC 2 „ , i, OPNG OPIP� (TRIMMED AS REQUIRED) I COMP A-s 00 HB OPT OP7t�L HB0 • 3. LANDINGS MADE OF 2x8 ® 16" 'OC. DECK' W/ R&S CLQ ROD and SHELF 3/4" T&G PLYWOOD GLUED & NAILED 3052 SH _ REF REFWRATOR SD SMOWDETECTOR 1 1STORAGE - � ' I: 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) 00 STORAGE . _ ao I SGD SLW GLASS DOOR SH (2) SHIM'S (QUANITY) " _ a' CLNG WH $10 -5 I 4 VOL VONT 5. TOP OF HANDRAIL INSTALLED 0 34 - 38' 4 10'-5" 0 A-9 WC WAIMCLOSET ABOVE FINISHED FLOOR / TREAjDS AS A-s 3 -4" 3'-4" 0. I ' WD W0� MEASURED FROM NOSE OF TREAD B D 2 s Is t WH WAWHEATER - - I= t :. "i ELEC U ELEC �8' CLNG ,, PANEL PANEL µ;l N`) 1 1 i, D D 1 7 X WALL VY ALL MIHHQH MIRRZR x; o C 1 M _ 0 1 Ci J BATH 2 �� _ ' o >- ~~ 6 30 8STORYA :lj � , � _ 'I ,, - 3068 3068 `° z L u 0 00 = 3068 Lo °0 8 CLNG Lfl k r I R&S r 0 3068 t 1 >3 '3 a r R&S N i it N .� N BEDROOM . _ Id I` I , i co 2'-8" 3,_ " 10'-72 10 -72" 3'-5" 2'-8" 8 -12» N 777 �i,, �.,: �-.- AAAA - ATTACHED N r` DINING A—S SINGLE ! t' 8' CLNG -� A-$ k �..' 1 10 DINING i t _ FAMILY ! 2'-22" 2,_2 " G T RM I _ EA � TION M THO A 1 _ WINDOW INSTALLATION t E D t;:l APPLIED PRIOR TO THE WINDOW NSTALLATIOIL ¢ HOUSES WEATHER RESISTANT BARRIER (WRB) r- �— t' �SFiING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 8' CLNG < .►T of sFx rrE WnNNxLW NRNIE ro VINYL - CO = = 00 _ lf WINDOW FLANGE ac SET WINDOW USING OPENING. APPLY A JV Nor SECTION A 'n Lo `n .' ,. HEAD SCREWS ro FACILITATE INSPECTtONL DIA. ro THE BACKSIDE TTaR01KiH WINDOW.IM,e I O ,'7 N'7 I _ (INTERIOR) OF THE WINDOW VINYL 0 N N 4.APPLY BEAD OF SEALW AT SINE FLANGE. IN UNE WITH ANY SMINT BEAD - N N _ Kj Id' s 'Pugs. EXTEND a W SLE-PUNCHED HOLES OR �MOUNTING 1'7 - W - i I i O 1 6.APPLY BEAD OF SEALANT AT HEAD _I � Q � W W 0 _ 5 APPLY JAMB FLASHING g_ YR FLAcNIC ( O = Ly lL Q I to APPLY DONT SEAL TO THE 1824-1822 TAYLOR WAY { I �.APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOP d' O �' M. SH OF '� z� `4052 AND SHOES Q HEAD ) } ( � REIIouE PREVIOUSLY APPUED TAPE WINDOW. EXTEND SEKANf AT 4052 SH �' a HEAD Bove THE NO.AT KITCHEN i rRB ro LAY FIAT OVER JAMBS N� FLASHING FLASHING THING TAPE HEAD. EMBED JAMB Y NEW SHEA AMY it .. I, OVER DIAGONAL CUT - SEE ONGLHAY INTO SEALANT AND FASTEN IN PLACE (FLASHING GOES OVER SEALANT��BEnvENa, _ 8' CLNG = ATLANTIC BEACH, FL f' I', SEALANT) r o Q P O R C HFLASHING AM - F - 32233 0 0 0 0 CLNG ,. m 8' C G �I r� � H r� � VAL COUNTY ,. C U 0 o Iii^ SEAUNE WRe AT NERD was I gy¢ H a I'll 21 l i' 4X4 PT HB 2 B A-8 J�n. POST EXTEND JAMB FLASHING TO OVERLAP Su FLYSIRIC. EXTEND JAMB FLASHING a�4- 5'-rj" `�'-2" 6'-3" 4'-5" 4'-5" 6'-3" 2'-2" 6'-7" 't, ABOVE ROUGH OPENING AT MYCID JIB H ol HEAD.TUCK TOP OF JAI(E FLASHING UNER THE FLAP OF10'-8" 14'--2" WRB AT THE HEAD. SEE 10'-8" =2" DIAGRAM. . , I,, ,. HEAD INTERIOR VIEW: 2" 2 } I FIRST FLOOR ENDED BOTTOM OF THE MEAD TOP LEFT GORIER WSW (, FLASHING AGAINST THE 25'-0" Ibj PREVIOUSLY APPLIED SEALANT r ! HE��Fl==� , �T PLAN 41 ki' f` FLASHING FASTEN N 2 BI A-5 N CUT UNE SILL FLASHING CL ul I= - i SEPARATION WALL ml { SHIN AND ADJUST WIDOW TO ACHIEVE SDUNE. PLUMB. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS FASTEN WINDOWS PER WINDOW _ yY, (�) MANUFACTURER SPECIFICATIONS. �. L AT A 45 DEGREE ANNIL CAREFULLY CUT THE lHal A DIAGONAL GENTLY IIIIIIIIIIIIIE TOP EDGE OF THE AND TAPE THE TOP�Mb CENTER TO THE F]LB1Ri SURFACE ABOVE - ' I, I i. J PLANTE 1/6/2011 _ FIRST DF�AWN BY. PLO 1 /4 ' I � { 1 it I I I � , I , I , t I ifff't '�1114 I IC I r; H. (2)2 OR (2)2x6 TOP PLATE jll [If,. 2x10 WINDOW HEADER , fl; 3052 WINDOW t: Readies 3/4" SPACER kr, Habl"tat i (2)2 -OR (2)2x6 SILL PLATE C 2 B C r A-6 for Humanity' 2 STORY MODEL — ENTRY LEFT 2 STORY MODEL — ENTRY FRIGHT 1671 FRANCIS AVENUE �1 . 193/4» CRIPPLE I ATLANTIC BEACH, FL a s. 2x40R 2x6 BOTTOM PLATE 32233 25'-0" . 25'-0" (904) 241-1222 » » FAX: (904) 241-4310 2 2 {I ` 10'—6" 14'-4" 14'-4" 10'—6" I ( . f » - ,S r f - - 6 » — 4 2 T41 e 2ND STO R 2 -6 ,0 -4 2 12 0 10 10 2EGRESS WINDO II' } GRESS WINDOW SECTI0NA-8 WUDOW EGRESS WINDOW 305 SH TESH M R D EGRESS WINDOW 3052 SH %, TEM RED 3052 SH > » 15 1 t 1 1 1110 131112131415 /. — 1 — 0 42" 42"H N ao 1 I HALF HALF I 4 WALL WALL A-9 IIS K s A—s W CAP W/ C P MASTER BED MASTER BED !I _ 81 M 8' CLNG ' CLNG ' —9 ABBREVIATIONS 1 —I A I M ABV ABOVEMIRROR MIRROR x< < AC AIR CONDITIONER ' " 3'-8 6'-10" I� r AFF ABOVE FINISHED FLOOR 6 —10 I _I C c 1 1 1 1 M -� 01 AHU AIR HANDLER UNIT. cp o 0 '(1���Jl r CABS CABINETS m� m� p {J+ CLNG CEILING B T OATH a. �W ~oo Z H COL COLUMN Q U Z CLNG �" �-i 0 $ CLNG > Q v 00 2 STORYA DR00- W R D00Q DW DISHWASHER 00 306 Q 06 '3 68 cv litFLR FLOOR 04 BEDROOM 0 5068 5068 FP FIREPLACE #; GLS GLASS _ - 00 _ �� co IN HB HOSE BIB T `„ rel' w `� DRY H WAS DRY fAHU '� cv 1AXI I ATTACH-ED MC MEDICINE G _ AHU d O MIR MIRROR a R&S 1 ' MTL METAL R&S I �-- 2668 2668 OHC OVERHEAD CABS n-5 068 1" 3068 ," » » » » 3068 3'-81" 30 8 SINGLE OPNG OPENING 1 3 8 I OPT OPTIONAL 5 10 4 -6 4 -6 51-1 0 2 r R&S CLOTHES ROD and SHELF A-s - LA FAMILY Vit, f REF REFRIGERATOR SD SD SMOKE DETECTOR "� - I SGD SLIDING GLASS DOOR _ g A-s 66 _ BEDJ3 (3)sH (3)SH SH (2) SHELVES (QUA NITY) d - BED HOUSES VOL VOLUME /D 4 BED 4 I - E WC WATER CLOSET o 8 CLNG _ 8 CLNG o I' WD WOOD 8 CLNG 8' CLNG 01 it t, WH WATER HEATER I 2 1''k A-$ pill 18204822 TAYLOR WAY r . 286 28 8 1 e# 305 SH 305 SH 305 SH 305 SH EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW ' ` ' EGRESS WINDOW 15'-0" 4'-5" 4'-5' 15'-0" 5'-5" ATLANTIC BEACH, FL BLOCKING NOTES 5 5 2" 2" 32233 -11 u NSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR SHED 3'-8,FL» 10'-7�" 10'-7 -8 1» 311» SHED IDUVAL COUNTY INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT- 2 1 D'-6" ROOF 10'-6" ROOF l 36" (CENTERED) ABOVE FINISHED FLOOR. BELOW BELOW I 2 j 25'-0" 5'-0" ol l aE - #, (t10 - STAIR NOTES 2 � 4 SCREWED CL SECOND 1. TREADS MADE OF 2x12 GLUED & {TRIMMED AS REQUIRED) SEPARATION WALL 2. RISERS MADE OF 1x8 GLUED & SCREWED FLOOR LAN 1. (TRIMMED AS REQUIRED) P; 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ tle 't,4� I 3/4T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) 5. TOP OF HANDRAIL INSTALLED @34" - 38h ABOVE FINISHED FLOOR / TREADS AS If ? MEASURED FROM NOSE OF TREAD , SECOND FLOO PLAN - Ziff }: DATE: 1/6/2011 l : 1 /4 — 1 —QIP DRAWN BY: PLO t I i �ISf I 1 �} ri I, , I. P' k 12 Ct I#{ I 4d p46-0%-"o%. 11poo 4 30 YEAR ARCHITECTURAL SHINGLES, I � l;l (II, , x Beaches ROOF TRUSS BEARING 17 -7 2ND FLR � n t' a ' a z i for Humanity I, VINYL SIDING 1671 FRANCIS AVENUE ATLANTIC BEACH, FL i tAft 5 32233 `ft i1 �I 12 (904) 241-1222 4 FAX: (904) 241-4310 FINISHED SECOND FLOOR 9'-5 1 2" I I . :2ND FLR FLOOR TRUSS BEARING 8'-1 1 $' 1ST FLR ft 1 , 3. fi wl i j ( i I FINISHED FIRST FLOOR fl�(, 1ST FLR !l �I its . - i RIGHT SIDE ELEVATION 1 — 0, 4 2STORY, a ;t I1 , a A B BEDROOM 2 STORY MODEL 2 STORY MODEL ATTACHED- ENTRYSEPARATION WALL RIGHT i; �I s I ENTRY LEFT l SINGLE I FAMILY 30 YEAR ARCHITECTURAL SHINGLES � 1 HOUSES F 12 12 r (, 7 I ROOF TRUSS BEARING 1�'—�- 1820-1822 TAYLOR WAY 2ND FLR , a i) ATLANTIC BEACH, FL 32233 ala VINYL SIDING — VINYL SIDING i tiE DWAL COUNTY FINISHED SECOND FLOOR 9'-5 1/2- 4 30 YEAR ARCHITECTURAL SHINGLES —1 2ND FLR I� FLOOR TRUSS BEARING 8'-1 1 8" " 1ST FLR ® ® FRONT AND ,,I I R HT IDE IG S VINYL SIDING 4 VINYL SIDING — :'` � Ll Ll Ll ELEVATIONS FINISHED FIRST FLOOR 0'-0 1ST FLR I� � i ( ;k{ { 11 �} F R 0 NT ELEVATIO I DATE: 1/6/2011 �4 _ _ � DRAWN BY: PLO I I iia y {, }' y E I ;�1 ,+ M", � Ill + a i t I € + ery .:• F I {,I t , I 12 It II[p 4� {s;, 30 YEAR ARCHITECTURAL SHINGLES Beaches l t . ps. I 17'-7" ROOF TRUSS BEARING Hab"tat 2ND FLR for Humanity al I 1671 FRANCIS AVENUE VINYL SIDING s, F ATLANTIC BEACH, FL 32233 FAX: 04) 241-4310 12 9'-5 1/2' FINISHED SECOND FLOOR 2ND FLR , 8'-1 1 8' FLOOR TRUSS BEARING 1 i . 1ST FLR I I , 0'-0" FINISHED FIRST FLOOR 1ST FLR , a I I F t LEFT SIDE ELEVATION � _ � L k, 2 STO RYA BEDROOM dl x \\ B C ATTACHED 2 STORY MODEL 2 STORY MODEL ENTRY LEFT ENTRY RIGHT SEPARATION WALL SINGLE ' 10 , a , I FAMILY E ; �;� I �3, k , � a +� . HOUSES �I 12 12 7 I TJ i -, i I f ,I, 30 YEAR ARCHITECTURAL SHINGLES 1 11 1820-1822 TAYLOR WAY k I ROOF TRUSS BEARING 17'--7" 1,f 2ND FLR ATLANTIC BEACH, FL 32233 VINYL SIDING DUVAL COUNTY I VINYL SIDINGLl — r a FINISHED SECOND FLOOR 9'x-5 1/2' 2ND FLR FLOOR TRUSS BEARING 8'-1 1/8" 1 ST FLR Ali ® ® ® ® AR AN {? LEFT SIDE 1 is II t�Cn ,, VINYL SIDING — VINYL SIDING Ll ELEVATIONS FINISHED FIRST FLOOR 0'-0" F+y r r�•. 1ST FLR 3 r � I f is I I 4 I;, ` ; � , . ., REAR ELEVATION40.t*-%Josb DATE: 16/ /2011 DRAWN BY: PLO "Iq x V - 0)) 1 /4 E , + I � I r 1 I�€ Ic" Iry ; E�; I I .,a ,' IIFr I I k. ; 1722 ST JOHNS BLUFF ROAD, JACKSONVILLE FL I I � klk 4 t ,tl l �IBeaches Hab*tat # #':, ' 1 t� � :� for Humanity' 1671 FRANCIS AVENUE 1 x ATLANTIC BEACH, FL i 32233 2B (904)241-1222 � A—s FAX: (904) 241-4310 t k F f y t ; 2 STORY MODEL- — ENTRY LEFT 2 STORY MODEL — ENTRY RIGHT (k E a I y fie ABBREVIATIONS I' ABV ABOVE I AC AIR CONDITIONER I AFF ABOVE FINISHED FLOOR L)_ AHU AIR HANDLER UNIT CABS CABINETS 'Sio x �tI CLNG CEILING �� D I,i �� COL COLUMN 4i i Ilr DR DOOR 4'-0" I" �I DW DISHWASHER ki FLR FLOOR FP FIREPLACE „ ' 48" OFF 48" OFF GLS GLASS a HB HOSE BIB IDGE VENT RIDGE VENT Z 2 STORYA MC MEDICINE CABINET LL. w w MIR MIRROR p> O > ! I , MTL METAL Lai w13EDROOM OHC OVERHEAD CABS .� 00 o 00 o OPNG OPENING r l OPT OPTIONAL y�A I I k R&S CLOTHES ROD and SHELF _ATTACHED REF REFRIGERATOR SGD SLIDING GLASS DOOR SMOKE DETECTOR SINGLE SH (2) SHELVES (QUANITY) PITCH NO PENET TIONS PITCH VOL VOLUME I WC WATER CLOSET WITHIN 4'— " OF FAMILY C 11. 2 HOUR FIREWALL _ WD WOOD WH WATER HEATER ,L I HOUSES USE FIRE—RATED PLYWOOD MIN 4'-0" FROM w LHOUR FIREWALL � w _ 1820-1822 TAYLOR WAY ji r - << i '£ I yip ATLANTIC BEACH, FL v 32233 � e—, SHED °' ROOF DUVAL COUNTY 2+ IIIY, (TYP) BELOW } i I r { F ' 1 13Irr'` CL ar ; SEPARATION WALL 11 o ii it �'- C I S I _ ROOF PLAN I !�h rl� gf< Ti ,I it ' r r I , � }r z r ' r0JA ROOF PLAN DATE: 1/6/2011 .I ' 1 /4 = 1 - DRAWN BY: PLO a , I k } l Irl Iz: MI £i 1 f I +I I I PillDf: } w I IllIf II• ATTACH rMETAL C—CHANNEL T91P OF j GYPSUM LIIVI4NEL CL OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM Ziff I � SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL TOP CHORD CIF PRE—ENGINEERED t rC , WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS — ANSI/UL 263 w c� Q Beaches Design No. u336 � October 15, 2008 X Hab*ltat J �t ' NOTE: NO ROOF PENNONS Ex osed to fire from separation wall side only Q i P " _ WITHIN 4'-0 OF WALL Finish Rating 120 Min Z ; • { ALIGN TRUSSES WITH INSIDE 3 Aar Huhn #y`� A. EDGE OF FRAME WALL SEPARATION WALL: (Max .Height — 44 ft} _ 6 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs spaced 24 1671 FRANCIS AVENUE ' ,rr with suitable fasteners a I I s cu ed I ,� form from No. 25 MSG ga v steel, eP R-30 FIBERGLASS O.C. 1 ATLANTIC BEACH, FL BATT INSULATION 2. Metal Studs - Steel members formed from No. 25 MSG galy steel having CONTINUE y2„ GYPOB WALL 32233 r BOARD TO ROOF DEtFTACH "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". GYPSUM TO TRUSSAININGX. 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, (904) 241-1222 . ;. supplied in nom 24" widths_ Vertical edges of panels friction fitted into "H" A FAX: (904) 241-4310 PARALLEL TO WALL. _ i shaped studs. CANADIAN GYPSUM COMPANY — Type SLX_ 2 4 O5 I � i 5/8" OR 1/2 TYPE C C YP i s'sl GYPSUM WALL BOARD 11 UNITED STATES GYPSUM COMPANY — Type SLX. .063" USG ALUMINUM ANt CLIPS SPACED AS AIRED "THERMAFIBEIR" INSULATION PROTECTED WALL: (Bearing or Nonbearing Wall) 3 FIRE BLOCKING AS REQUIRED 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 2 mid-height where necessary for clip attachment. Min 3/4" separation between 6 x (2) LAYERS 1" USG GYPSUM wood framing and fire separation wall. !A., 5. Gypsum Board Classified or Unclassified — Min 1/2" thick, 4'-0" wide, AN R PANEL P i, LINE Y i R 11/19 FILA _ BATT IINSIITION " appl►ed either horizontally or vertically. Wallboard attached to studs w/ 1 1/4 i 1" (3/4 MINIMUM) AIR SPACE long steel drywall nails spaces 8" 0_C_ Vertical joints located over studs. ' : r (Optional) Joints covered with paper tape and joint compound. Nair heads 4 4 J 1/2" GYPSUM WALL BOARD OVER #2 covered with joint compound_ SPF WOOD STUDS ® 1 6" O.C. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and .10 2-1/4" legs. Clips secured"with Type S screws 3/8" long to "H" studs and 5 5 i17 r with Type "W" screws 1-1/4 long to wood framing through holes provided in 'I i .:• • clip. " " A H--CHANNEL — high. Space 2 METAL 6A. Clip placement (Item 6) for. separation wolfs up to 23 0 g, �� p 4���(�3/4- MIN) AIRSPACE V, clips a max of 10 —0' O.C. vertically between wood framing and H studs. � REQUIRED 23/32 T&Gl©OD METAL ANGLE SPACE AS SUBFLOORING G� AND 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space r below wall area s Remaining a 3 r 4'-0 'i SCREWED OVER PRE—EMWERED described in Item 6A for upper 2 ' SILL PLATE requires clips spaces a ma " PP " " clips s as esc I WOOD FLOOR 1�SSES q p p k 5 —0 O.C. vertically between wood framing and H .. studs. SECTION �A * rin the UL Classification Mark 2 STORYA Bea g _ I ; BEDROOM OYKJory. UndU :Ma Iniad-ie UL. , ATTACHEC �t PRE—ENGINEE1W-WOOD "THERMAFIBER" INSULATION FL SS FIRE BLOCKING AS REQUIRED SRU I .. I : si I N L E FAMILY ' " 5/8" OR 1/2"2" TYPE 'C' GYPSUM WALL BOARD HOUSES #<t 1/2" GYPSUM WALL BOARD c 1/2" GYPSUM WALL 2x4 STUD WALL VINYL SIDING OVER -`' BOARD OVER 2x #2 SPF WOOD STUDS ® 16" O.C_ APPROVED HOUSE WRAP 063" USG ALUMINUM A LIPS EXTERIOR SHEATHING 1820-1822 TAYLOR WAY SPACED AS 1iJ1RED R11/19 FIBERGLASS I 2" USG 'C' RUNNER BATT INSULATION ATTACH 2 METAL Ch>�L TO - INSTALL GYPSUM LINER •X '_ � PANEL SIDEWAYS THIS ATLANTIC BEACH, FL CONCRETE SLAB W/ ®DE " 1" (3/4" MINIMUM) CL OF SEPARATION WALL LOCATION ONLY_ 32233 OR EQUIVALENT ANCHOR 24 AIR SPACE CANTILEVER OUT TO E o.c _M MUM FASCIA BOARD. DUVAL COUNTY 1 (2) LAYERS 1 USG 2" USG 'H' STUD FASCIA BOARD ABOVE I �.I GYPSUM LINER PANEL , (2) 1" "PANEL GYPSUM SEE SECTION I� ( I I �i iI I E THROUGH SEPARATION WALL)- ''• HOUR FIR SEPARATION i I 2 OU E d Id a Q SEPARATI01' I; 4- d d IWALL SECTIC r[ {j1 . CONCRETE GRADE BEAM CL (SEE FOUNDATION PLAN) . '� SEPARATION WALL AND DETAIL% PLAN DETAI � I r N THROUGH SEPARATION WALE SEPARATION WALL S �T I 0 J I 1 1 0 t 1S f DATE: 1/6/201 ',.�... • P DRAWN BY. LO til I P } f I y! 3a I , { l i a: 14 ., FIBERGLASS ASPHALT SHINtE ROOFING OVER 30# FELT 0 7/16" OSB 0 , PRE-ENGINEERED ROOF TRUST SEE STRUCTUi INSULATION BAFFLES BETWEEN EAR TRUK 12 7/16" OSB WALL F SHEATHING HURRICANE CLIP ® EACH TRIM4 alChes SC-E STRUCTURAL DRAW11U. --VINYL LAP SIDING OVER TYVEK HOUSE WRAP h ` (2) 2x PLATES - Hab*ltat STRUCTU r-TYVEK HOUSE WRAP TO for Humanity OVERLAP FLASHING. TAPE ALL SEAMS / JOINTS. METAL FLASHING NAILED 1671 FRAINCIS AVENUE TO WALL SHEATHING. ATLANTIC BEACH, FL METAL- DRIP EDGE OVER MEQ .. 312233 WRAPPED 2x6 FAQ (904) 241-1222 CAP SHINGLE INSTALLED FAX: (9 10 Lo W/ ROOF CEMENT. DO VENTED VINYL SOFFIT INSTALS NOT NAIL. PES MANUFACTURERS SFW R-30 MIN.. BLOWN-IN VINYL „F" CHANII INSULATION FIBERGLASS ARCHITECTURAL a l'-4" TYP. ROOF SHINGLE R-13 BATT I NS U LAS ,• 1 /2" GYPSUM WALL 1, SYSTEM ON 30 BOARD. NAUD AND ROOF CEMENT HURRICANE ROD SYSTEM - TAPE ALL JOINTS FELT PAPER STRUCTURAL DRAWL AND FASTENER OSB ROOF < HOLES. SAND ALL SHEATHING SURFACES FLUSH. 7/16'' OSB OVER 2x STUDS— WAL SEE STRUCTURAL DRAWL L FLASHING D (Typ . ) 2x SILL PLS 2 STORY 4 - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - -- 23/32" T&G PLYWt x �SUBF OORING GLUED M � BEDROOM SCREWED OVER PRE-ENGINEER ti.�pVdODFLOOR TRUSS as 41, ATTACHED } � ViNr YL SIDING INSTALLED SIN GLE A MANUFACTURERS SPECIFICATI{ OVER TYVEK BRAND HOUSE WW 5/8" OR 1 /2" TYPEYP} C G SUM FAMILY WA AR LL BOARD O 99 II - 2x PRESSURE TREATED PLIC REINFORCED O HOUSES OVERFOAM SILL SEAL - CONCRETE SLAB & �P9 STRUCTURAL DRAWINGS M FOUNDATION ANCHOR SEE STRUCTURAL 6 6 T I ADRAWINGS EXTEND HOUSE WRAP EXTEE ��S S 1820-1822 TAYLOR WAY ' ISH FLOOR. SECURE BELOW FIN6 MIL VAPOR ® BARRIER OVER 3 —q-� f OVER �'� r5+ STARTER S CLEAN, COMPACTED AND ATLANTIS BEACH, FL TERMITE TREATED 32233 SOIL DUVAL COUNTY G FINISHED GRJ X FINISHEDFL 0 R Q F, t c� O i / 2 00 8 00EXTERIOR f \ • , A— i / • / WALL SECTION GYPSUM WALL BOAkD a / AND DETAILS 163 I SE STAIR SECTIO ��WALSECTI 0 I N DATE.. '�16/2011 4 1 STAIR DETAIL 1 2 _ 1 � _� 1 DRAWN BY: PLO 1 — 1 , i 2 - -p it i I, I I ' r 20 XHHW AL BeaWi es Ha 150 AMPS PANEL ■ta A B C for HumanityELECTRICAL METER AND 150 AMP BREAKER 1671 FRANCIS AVENUE 3- CONDUIT, RUN TO POLE ,ATLANTIC BEACH, FL ELECTRICAL SERVICE MI S E R EXTERIOR WALL 1 N.rs. 32233 (904) 241-1222 FAX: (904) 241-4310 RI TRY MODEL HT G ENTRY 2 STORY MODELL ENTRY LEFT 2 STORY ELECTRICAL LEGEND! HB0 HB 0 :0: 110 VOLT DUPLEX OUTLET-WALL MOUNTED 110 VOLT DUPLEX OUTLET-WEATHER PROOF WH WH LIGHT O o LIGHT 110V DUPLEX -GFCI OUTLET (PREWIRE (PREWIRE T TO 0 FAN FAN ■ ■ FIXTURE FIXTURE 110V DUPLEX —AFCI OUTLET ABOVE ABOVE U ■ U W W 220 VOLT OUTLET-WALL MOUNTED UJ z Ja , ate ► TELEPHONE OUTLET D O �- SWITCH O O 0 �- SWITCH—THREE WAY Q � o--� PUSH BUTTON SWITCH 4 STORY ® DOOR BELL CHIMES o-, CABLE TELEVISION OUTLET BEDROOM x LIGHT FIXTURE—CEILING MOUNTED a.: R .. ATTACHED . , o LIGHT FIXTURE--WALL MOUNTED LIGHT LIG1�T i (PREWIRE (PREWjiRE SINGLE p SMOKE DETECTOR-CEILING MOUNTED FAN) FAN) lair , EXHAUST FAN !, FAMILY MGM ELECTRIC PANEL h , QUICK DISCONNECT HOUSES j FLOOD LIGHTS DUAL HEAD ff 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE 11120-1822 TAYLOR WAY _ - y ATLANTIC BEACH, FL o Q 32233 DUVAL COUNTY I I � u :11 B ELECTRICAL NOTES HB ala - (f 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY_ 1 2. ALL WIRING IN BEDROOMS TO BE ARC j FAULT PROTECTED PER NEC 2002. FIRST FLOOR 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. ELECTRICAL { '1 4. ALL THERMOSTAT AND LIGHT SWITCHES Tia BE HUNG AT 48 MAX. ABOVE FINISHED PLAN FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. E { j FIRST FLOOR ELECTRICAL PLAN DATE: 1/6/2011 Lu E 1 /4 — 1 —0 DRAWN BY. PL { I , I i i j i 'I iji r Beuhes • a Hi tat I c B c for. Humanity' _ I 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 3 (904) 241-1222 FAX: (904) 241-4310 i 2 STORY MODEL — ENTRY LEFT 2 STORY MODEL — ENTRY RIGHT opj a - ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET—WALL MOUNTED 4 110 VOLT DUPLEX OUTLET—WEATHER PROOF O I O 110V DUPLEX —GFCI OUTLET LI HT LIGHT ■ 11 V DUPLEXE X —AFCI OUTLET (PREWIRE (PRWIRE FSAN) ;I FAN T T ■ OUTLET—WALL MOUNTED ■ 220 VOLT OUTLE ) S IT H S IT H B L W L W ■ ► TELEPHONE OUTLET G �— SWITCH 0 itd O r—— hbill _ I SWITCH—THREE WAY 2 STORYAII; _ • ❑0---i PUSH BUTTON SWITCH O O L_ ■ i ® DOOR BELL CHIMES ■ —� _ Ic BEDROOM 0--4 CABLE TELEVISION OUTLETATTACHED — e qp LIGHT FIXTURE-CEILING ;MOUNTED 0 LIGHT FIXTURE—WALL MOUNTED SINGLE ■ t L Q SMOKE DETECTOR—CEILING MOUNTED ( ® LIGHT WIGHT FAMILY EXHAUST FAN (PREWIRE (PREWIRE (PREWIRE (PREWIRE o ELECTRIC PANEL FAN) /� <\ FAN) FAN) /� FFAN) HOUSES I QUICK DISCONNECT FLOOD LIGHTS — DUAL HEAD (— i I, 1'x4' FLUORESCENT CEILING MOUNTED 182 .1822 TAYLOR WAY LIGHT FIXTURE ■ ATLANTIC BEACH, FL II 32233 DUVAL COUNTY { i ELECTRICAL NOTES 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 1 SECOND2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2062. I 3. INSTALL DOORBELL TRANSFORMI R INFIRSTFLOOR j I FLOOR ENTRY CLOSET. v ELECTRICAL 4. ALL THERMOSTAT AND LIGHT SVATCHES TO BE HUNG AT 48 MAX. ABOVE FINISHED PLAN FLOOR. 1 5. ALL LIGHT AND FAN SWITCHES TO BE ` TOGGLE—TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED I i MAX. 18" ABOVE-FINISHED FLOOR. SECOND FLOOR ELECTRICAL PLAN DATE: 1/6/2011 DRAWN BY: PLO I I 1 /4 - V _ 0" r I i : I :I I � 9 il: � i I � I I I I I � I l � ;1 1 4-, , ,. I I II1, I� I � I I I � i : I � I � I i � t :i ! 1 : i � I i ti,,,,I � I I I ; I �I I � : I �� I � I ; I I I I i : : I . � �� � � � I I I I � �, �I � I � i l, 4 ': I I I � : I I ; � I 1: I 1 -11 I I 1 i � .. I ! 1 : 1 ! I� f I 1� , i,I , p, . I I � I i i I [," ; : I i � I � ! I . t i , � � I � 1 i ! 1! 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