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Magnolia Street 309 I ' J LIA vool .� - � x a .. o 'p _ i T T_ , T , _, - T LU f♦ Gni Lt rl El 0 El o_- 0 El l El Lj !4 _ �i -5 L T /4- - �r rte.' - l�1 � •• L 11 `` UJ NG5 - _ -A 10q z N X T 0 ------ 5 - 00 A -- =� COVER 3- kE AP-PROVED rn � CITY OF ATLANTIC BEACH 0 Q BUILDING OFFICePA �� E 2 31TE FLAN OCT 16199 V � A - � � POUNIDATION PLAN PAC---; E 4 - 15T PLOD FLAN2a ( 904 ) � V P F o 4m W4 N o► v r. �o cn P A E P N T E A V I E UJ E SIDE E LEVA =rIONO C-,-i m OA> H O con PACS 0 BOOP PLAN N i4FC--:-; E - ELEC �rF.?, IGAL FLAB - 13 5a s 4: io [DErAf 3 �IEET m M ^ so20 0130- W ' 50 ,00 • . P , i • u. W , t^ YJ 1 J`.°t C 20 -0" REAR S T� � w . ........ ' u : CUNT F r , — _ _ _ _ _- - - - - - - - - � o , a GENERAL NaT 5. o ° F J 1, IT 15 THE INTENT OF THE DESIGNER THAT ALL FORK BE IN CONFORMANCE p WITH ALL REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENTS OF THE COUNT( HAVING JUR16DIGTION OVER THE CONSTRUCTION OF SINGLE FAMILY DWELLINGS. IT 15 THE CONTRACTORS RE6PON515ILITY TO DO ALL WORK IN CONFORMANCE WITH ALL. APPLICABLE CODES AND REGULATIONS A.5. 5TATEp BY ALL LAUDS. 20, THE CONTRACTOR AND HIS REPRESENTATIVES SHALL VERIFY ALL 51TE ! a a x CONDITIONS, AND ALL BUILDING. DOCUMENTS PRIOR TO COMMENCING WORK, wood ' THE CONTRACTOR SHALL ALSO REPORT ALL 015CREPENCIES IN THE DRAWINGS "A � t AND EXISTING CONDITIONS TO THE DESIGNER FOR CORRECTION PRIOR TO COMMENCING ANY WORK ON THE PROJECT. LLT ' 3 THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF � a N WITHOUT PREJUDICE AND MAY NOT BE USED OR .REPRODUCEDLOT' 0 THE DE51C� ER UJlu WITHOUT EXPRE55 WRITTEN CONSENT OF THE; DESIGNER, LOT 305 4, SUBSURFACE 50IL CONDITIONS WERE NOT PROVIDED TO THE .DESIGNER, ' O YCONDITIONS THEREFORE THE DESIGNER 15 NOT RESPON615LE FOR AN WHICH x '(� so ARE PRESENT, FOUNDATIONS ARE DESIGNED FOR A BEARING CAPACITY -- � OF 2500 R.5,1. 'CONTRACTOR SHALL NOTIFY THE DE51GNER of ANY DIFFERING n a SOIL CONDITIONS PRIOR TO COMMENCING ANY CONSTRUCTION. 50STRUCTURAL ENGINEERING FOR WIND SHEAR HAS NOT BEEN PROVIDED, PLEA51 FOLIOW` THE NOTES PUT ON THE DRAWINGS BY, THE STRUCTURAL ENGINEER. RESPON515LE FOR WIND SHEAR CALCULATIONS. THE DESIGNER SHA NOT BE . THE CONTRACTOR SHALL REL Y ON ALL 5TR UCTURAL ANALY515 BY THE ENGINEER, FINISHED FLOOR OF HOME 6, ALL DETAILS AND SECTIONS PROVIDED IN THESE DRAWINGS ARE INTENDED �' `x " SHALL BE A MINIMUM OF (� Aa � lsABOVE CROWN �H� . MI ITUATiON � TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY. TO ANY 51 LAR 5 , CROWN OF THE ROADI .- ELSEWHERE IN THE WORK EXCEPT • WHERE ADIFFERENT DEVIL 15 SHOU)N. j ; --► 1. IT 15' THE CONTRACTORS SOLE RE5PON5I5LITY TO DETERMINE PROPER file" BUILDING PROCEDURES AND SEQUENCING TO INSURE THE SAFETY OF, THE BUILDING ,AND . ITS COMPONENT PARTS DURING THE CONSTRUCTION. PROCESS, 20 B.f�.L, q �' ... .: —� �_ awn �� w�w� , yO (D ' rr�n 00 S THE CONTRACTOR SHALL CONFIRM ALL" SITE DATA PRIOR TO COMMENCING w 4 CONSTRUCTION, AS FAR AS SETBACKS, RESTRICTIONS, EASEMENTS, ETC. ANY ` ' A D(SCREPENCIES SHALL BE REPORTED TO THE DE5 GNER FOR CORRECTION _� ,•. � � r . .'PRIOR TO COMMENCING GO R C . IF'GONCRETEPON DRIVEWAY � • d DIMEN51ON5 MANY VARY SLIGHTLY DUE TO ~IELD MODIFICATIONS AND ADJUSTMENTS. a _ P P chi cn 0 5 P'RO � �. S P ALL DIMENSION AP R OXIMAT E GUR COPYRIGHT 199`1, R,E.CHIP MITCHELLCOD -<g G�� N�' DIMENSIONS MAY VARY SLIGHTLY .DUE TO r . . ACaNOLIA � �"FI a 1FIC�ATIONS AN5 ADJUSTMENTS: FIELD D 1`�'i , H LANDSCAPING DEPICTED ' 15 NOT TO SCALE AND MAY Y VARY AS TO MATURITY AND NUMBER. 5 TE 4 D _ j4 INA e- FLANI _ p . • R V 16 /9 I 35 -000, 10'-2" I6'�io" l, 02 5PF STUD 1@ 16" O,C 1/2" X 1" WEDGE ANCHOR ' 11 WITH 211X2"XI/S" LUA5H�R ,I, II -- cn 16 X2O BEARING 2500 P5I CONCRETE 1121-211 I I II =fi 2 .2 LU/FIBERME5N P/T SOLE PLATE W/2-#5 RODS t ---I&' X20` BEARING ,� v�►` A > A ► A ► " �\P�7� ' d'.•wp q •,wb • 'w d .�,Q 4•_., � 4'.�,� d•. ���� -IM LU/2-#5 RODS � aA . oma . per 1211 ala o d•.* ° s „ 4 3-#5 RODS „ X d w • w w ppry, p , p AI". P A : ArAr. - --- „ „ 3-RCD Cr-{ALRS _ -�-- ' r --� -~ r r '�Hv,4c CHASE _ 1 { _+. g 20 (1.011 MAX O.C. lu t _ - , Q _ _°. _ 411 STEP DOWN _--- _ � u � � �� � � 2500 P51 CONCRETE 8 �c1b STEPPED SEARING Y \ a _ B OD /2 5 DI T � � � IN °',, /2-STO �� U1/F1RERMESN _ � _ _ �. _ _ -- -- _ _ _ � TER W -# RODS, Wd SCAI.,E" 111 a 1'-0" l� rw a a '..• " 4 d• d d * 4 1 I Lj� sw a� AA ' 4` CONCRETE SLAB OVEN kEAT1�D 1 � Q + Ae►• a °r 1211 ' ! , y �lt d • fid'-' 4 COMPACTED FILL, OVER, =, . VlSG2UE�N. � x 2500 P51 CONCRETE LU/FIS RME5#� It F� v „ 1-#5 ROD 1 _ 8 I /r�1 q to fo+.► � sp as w rs 10101* r.� v.r :r� Q � FLOOR PLUG _ -• �� � r _ ` p -ro , aor � EXTERIOR- T�__41GKENEL� EDGE r � �. � A " 1 11 SCALE: 1 - 1 -0 4 II RECESSED 1-#5 0 12" 4" ' � �,•�, ► SHOWER PAN 1 MINIMUM MONOLITk-11C; T1-41G < ENF_ - _ �--- �-- --1 ,� SCALE• 1 - I -D � � ,• d ., , ° .,�A. � � , �•' � ° ° �y o °; a7 t r I .S�d �r °Ie° I (n r 14 �� Q �2 � � II II I � t � A 245 RODS _ I �- i �. 12 IX' 2O 5" A ING _ 3 , ,_ _ _ _ _ _� � „ p { LU/2'#5 R2 �7 ,+ . �• ,. 1 40' X 14° ISLAND MINIMUM PROVIDE { �? Ali �� ELECTRICAL CHASE i a M (2N0L1Tq_ Ic STEPPED FOOT R ��- :Ik �0 : , . CIA _ �., . loe10 —6 N . 14 -8 + 1 9 —� 0 10 —4 , of 02 5PF STUD @ 16 O.0 1/2 X 1 WEDGE ANCHOR WITH 2X2 X 1/S LUA5HER 3500 P51 CONCRETE r`' ... _�� ��_. ._,rl -- -� _ _ _. _ 1 v UJ/FIBERMESN _ P/T SOLS PLATE - ,----- ,---•-----.-Y---- . — .-----•-T------ter--- • - h r A r A a A v p v r A r 4 a A v 6 ► _ �y R 4 a .• a '.• a °.- A 'r• a ° 12 IO LU/ ENT 811X1b" STEPPED BEARIP', �� -- d ►► 6 d .4•;ia .4.. . °•.�, �- A 2-05 RODS FOOTER LU/2-05 RODS. 1 , O tc`1 11� �. a / A n1 • A A r 6 5P,4C 11�tC , ; STEP DOWN i ,. _W t 45 ill 1 �2- OD CHAIRS _ r=- �- _ _ -- -- _ � � ..�, S l 16" 6'-O 11 MAX O.C. _ 4* �TE�"l�QLU11'._ �, ,-� d� Cj q x 'o ' n 0 • �t '--� - - - -- - - - -- -- - - - -- -- -- - ° val ao INTERIOR BEARINC3 / 1-STC � �' SCALE: 1 1 -0 p MO IOLITHIC GAP al PORCH SLAB , r T57MBED A 51M1? pq f ►1 `� cv II 11 #PA51 � Al 2500 Psi CONCRETE 1/2 X 10 ANCHOR BOLTS a) 32 Q.C. 16 X20BEARING , DCBE OF R WU/FIBERMESH LUITH S EMBEDMENT AND Q -- LU/245 RODS INC- T o ,aD : WITH 2"X2"X1/8" WASHERS P/T 50LE P1_ TE Q :. d� l� d 411 1 - - - ... ... — ... _ — _ — ... ._ - - - ,_ _ - - " 4.'°►A d.' �l id d.' di d.'�►d a. f w '"" MINI GRADE ' °s"A °'s �� 4• x T 4 IP4 .'�4 i. P S DIMEN51ON5 MAY VARA' SLIGHTLY DUE TO �' °� •,r °P °r' °A ° _ f r 4 S"X S" THICKENED I�" I t '• d �' 4% d FIELD MODIFICATIONS AND ADJUSTMENTS, 0 12 �_ It"a P �4 . EDGE LU/1-#5 ROD 1-STRY-z-RDD CHAIRS � Q M • L�, , . „ • 2-STRY-3-ROD CHAIRS oe C� 6'-0" MAX D.C. II I II 1 „ ►► 11 I 1 O 2 16 -3 1 l O .. 3—#5 RODS 1-5TRYz S ��' �t'=16' � 15 -011 2D'•O►' � R � N . EXTERIORFOOD � o a SCALE= I1, 11-011 F U-.N A T 10 rn� { ----F L-A No r f— . RE`I�1SED : —1/16/9—i M (&A S a rERE 0�N /a 41 .. ` . ... WA NiNG/W,4 N ING/WAS KING/WA SNING/WARNING/WA ENING/WARNING IS -2 16 -IO uor -S►t - It - i z Under Federal Statute HR5490 ,of the Architectural DrawingAct 4 Title 11 tt ;� 6� -z -- Spec tacitcopyright appy to al( pubfis ed works of e ither t � R, E. Chip Mitchell or Designs For Living, Inc. It is unlawful for anyone . D (� ++ r ►t �` r -S r3 5 r3 -a ��. kitto copy these drau�inga, either whof� or in part, without the express written � � � � = T N ht 0630S Permission of .the Designerl The use. of any plans, specifications, or prints 1/ICIRCLE W AB Eshall be restricted to the ori inal site for which the �uere re ared � V*,j,4tV%5S _ , " 9 prepared and publication thereof is expressly limited •to such use. Title to all works r5w - -° 5 -0 specifically alI drawings, specifications,. and modified derivatives of any I ♦ LANAl Qblue rints, drawin s, , ors ecifications remain the Architectural Desi ners zu c ILING ,:f-VAULT� zx6 WALL without redudice V 15U L CONTACT with an of these drawings, or their �, �. SUITE p y g In MASTER j trz ctRGl,l= rR N3os�t ABovI" " purchase constitutes rima facie evidence of the acce tante of these " G , g'PH CARPET � p p p � _ I --- 3 -� 6 -o , 3 .6 6 -01 D restrfctfonsl This has held precedent in the North Florfda Court systeml +► a v Any, and all violations WILL result in legal action bein taken and litigated m � AT M ; ; 16 -4 l01 r y g g 9 2 -"� 2x6 wALI� _ t t damages to the full extent allowed by lawl No exceptions and no excusesl _ t t t 1990 GOPYRIGI-�T a� 1996 i2,E, Ghfp Mitchell and Designs dor Living, Inc, ��, ' 3 1.U,�RN1NCx/I.UARNINC /11JAf�NINCx/UJARNINCx/UJG`RNINCIUJ RNINC /UJARNINC _ _. VAULT � tt ' I tl i 0 � P "y• ilii~~~ VVV VVV 1 � P�ar�{r��>.�a io a� 5 1'-8" -- 1•. 1.4 � - -- FAMILY ROOM ° _ Qi 9'PH CARPET 2x6 WALL p y w rrl , � "�, j'. � '..•.�� f ' 4I I Tv ra II �, �_ w`._1. � .. _.w 36"H1GH KNEl=WALL { � r � 'b CW A50YAGE 1 NICH>; . ._ _ r - _ ._ I <. . '._TJ !� --.I W/NIGH)~ ABOYi* 11 r WiCM CAP tt1 4 D . �-- t FLUSH TILE HEARTH 1 e 'a+weKAT I uR�i I q �l 1� LEAR i.- So l/2 088 DECKING ON f Q " ���1 ��+� "" � _ � � �` �-�..�``--�'"� COLUMN TO CEILING � ��` ( DO t $ Q M.��T� t--� � ui PRE-ENGINEERED TRUSSES " �t P ( r _ pC u lkj ,... ' _ 1 �. 36 kNEEWALL .:;, _ 9 PN TILE 13 Q 24 O.G. WITH FIBERGLASS i .� -� �' WiWoov CAP ,r.4 :�`, «� '� �H� t T,_ Y ! + aCUZZI 1 SHINGLES OVER 1a# FELT " 11 - . ' ._.�„�.r o WHt Boot V M PRE- GR. TRUSSES O.G. o t u t i+ i It i tt t It q �- 2 -6 Lu 1 -2 5 3 -6 3 -� R-30 INSULATION � �� +- ►+ t to"xl 50FF►TS :tT..-�.. 42" �ttGu cava ', 9H yyyy APPAP All APR PLATE HEIGHT ap 1� S tr--- � �_ ® Q - (r r - - - _ LL VAULT ` " . . . T I _.. i R 4 A1yGE � O m 1 42 KNE WALL 10 MW/V ABY J w # u OC _ 1 a , ' woo CAP PANTRY ; _ ;T KITCI-4EN ---- iU q Ia ^ BEAM 6IzE 8'r 5PIr STUDS Q 16 . . �r r N 4 DINING ROOM o ' 5-SHLYS , - 9PH TI �► O E M - SPH CARPET 1 u _w t , t ? O y ° . TRUSS ENGINEER VAULTED CEILING' D43 BEYOND .,., _ oi'EN TO �oY'S 133ATN� REQ 0 r� 1 ` LAND -- , _ -- O ° � i . 1 IAN 3 _ �#" `Q ` 11 � j'.. � � 0 � ,-- .;-- - ..� i !- aI t __ LII 1. .._ �t_ ..�tt / O .. , Room HE - - i l ... �. . BOTTOM OF BEAM 1 � NIG �#�? 3 - � r u end �t j �a�uw + r �► ; _ ' _ I ... `r _. . .. 'r 9 _� 3l4TSG PLYWOop 2 _� __�, _ q FINISH _ -� i ��16" SYSTEM 42" FLOOR TRUSSES �� ' ' ".. PLATE HEIGHT PLATE HEIGHT �t - , " 6 -o SLIDING � ', �: (9 PN, TILE) - , MORNING ROOM - -� 12 X Id SOFFITS - r- b PLANT SHELF. � � I , �� u �� �.._ a �'-�" a� S -�,'t r�' ..� � �. .. .. _ .r_ -�I r �5 _ -_�-. � 9'P H TIL °.� E Q � OPEN To " o L L y i LIVING 42 W L AB 11/2 088 SHEATHING y - � l i ..� � � ' " w/T'rVEK OR EQUAL ' I _ ISD - ° . � �42 HIGH HARPI-LAP SIDING �� �J ����.�.���� , , 1 ,� a � -; Jyl � - fi'." a� •. �co KNEEWALL , - I R A R't' 1 ,� n>t . __ ! len -- I 5O GAL (� u .-. R-13 IN6ULA71ON �} ' � ' W/wOOQ,� 1 r� u � ,► R/Q o ELEc wM W d� CAP PANTRY' - p7 - - 'jai+` j 9 PH CARPET 1 �; � � . F� � � � � � � x �- 001111l . Am 2ND FLOOR ABOY .. t 36" KNEEIUALL � � [� - �.�. .._.... ... ... _ . �. _ ,, _ 1 � � �. � _� 3 r2' 10 r2 70 � - � � �., W/1U00D GAP _ ' -�------ F INiSH FLo o R � j - � ►� _ r �,© g�_$�t � � � � �t � o FINISH FLOOR -- - _ - - - -0 I '11 -- - - - _ _ ._..__.__ _... - .�. r - FL U w ' q 61-0" , 6'-011 W 1 I" --- - � � 2ND ooR ABOVE � x ! � � V z MONOLITHIC; SLAB OVER TREATED - � , , PULL-voWN t � 0 fl N �;" COVIERED PO GIS H 1 STAIRS I , 4 COMPACTED FILL, OVER 6-MIL 50UEE . u ..... ,. .., w - -- _ 2500 P5I CONCRETE VU/I�I ERMESI-� 16" x 2o" CONCRETE u 9 PH 2; C,4R, G 14RAG� n A FOOTER W/2-#5 RODS -"�� = j 8'PH CONCRETE O ' ON CHAIRS .�"� i v � --_ . . � v a] 1 LIGHT STORAGE TRU55E8 �AB0VE WIVx" 039 DECKING) .��. h - Vy z STRAP BEAMS TO OSTS WITH SST- 6 ANCHORS, A IPPLEB TO IrOUN, a� � USINGIBE ! #� APS w USE SIMPSON A%& POST BASES O ATTACH E' NAILS DE p o � V POSTS TO FOUNDAT ON. ! w 1 o' All W/(2) EM ( 6 STRAPS ON D OF HE >�ER Q DER NOTE ALL NEA x _ TO #2 D PAT PURGNAG�i25' RIGHT TO 115E TH15 m 5E (2 � . R 13 16 -_0 PLAN I5 LIMITED TO A ONE TIME (-STORY: (Z) 2x1�" - .. FLOOR AND �. �� � s �ooTAGES= � . . � � 02X10 D IrL00�oR QTR U5E ON THE LOT, 5LOCK, ANp -. TORY (UNLE55 NOTA ) 5U 3D1V151DN STATED NEREINI ,� ��t'f• t �t 15R FLR HTD 135+4,6 O o . cn 2ND FLR' HTP : 616.70 ct" 5+_4it 5+_4ti 2+_211 t-2tOf 1 � � � a ' "' � .. tC is TOTAL ISTD 19-11.30 ��Slt t_ it ,-Ott GARAGE: 406,41 `. to 4 10,-0 10 vQ - 1�t_o►t 2o '-oft LANAI: 9 .69 � � ,� -- --- - - GOV.PORGI� 64,9 E-+ 35 -011 TUR , 2540.35 ( Z DIMEN51ON5 MAY VARY SLiGHTLY DUE To � - - 00,- Q FIELD MODIFICATIONS AND ADJUSTMENT5, 15T. Aft 0 q REVlSED- -1/16/9 , ........... ' F T _' U'C TURALN �1 F' F IMPORTANT STAIR NOT 5- �u TOTAL R15E 10'- 5 41/8 1, LL LAPS IN TO,P PLATE 5NALL BE A MINIMUM o1= va � � F T AB NAILED W/12-1(d COMMON NAIL5. RSD OAK TREADS = 9 1/4 + I NOSING � 25-YR ARCHITECTURAL PAINTED ' SKIRTBOARDS: FIR FIBERGLASS SHINGLES ON I5 FELT �� ALL 1-� ,4RWALL5 SHALL BE NAILED �T 311 OP ; t1 OrC. C- 112 PAINTED KN��UJ�LL CAPS PRE-ENGINEERED TRUSSES a� 24" 11 NO 5ALU5TER5 UNDERLAYMENT OVER 7/16" �I AS NOT ON ►LL. aGS AND 12 O,C, INTRM IArT NO OAK NEWELS o.s.B. ROOF DECK WITH ad' G MM0N5 U O.N. . BOCK A UN5UP ORTED TOTAL R15ER5: 1-1 � >4 EDGES WIT 2.X4 FLATW15E BLOCKING, SHE WALLS mm R� ' � � 11 tr u u GALY, MET. TRUSS ANCHOR. FOR PITCH SHALL BE 15 2 OR `-1/1(0 0.5,B. 'A{NT D R 15 f25 3/� ll� r� 13/32 51MP, ETA 2a OR EQUAL SEE ROOF � . Y • TOTAL TREADS,- 1� 11 AT ALL TRUSSES PLANS � � E �' � a o 3, ALS. GABLE ND5 5HALL BE BALLOO ' FRAMED. X (SEE TRUSS CONNECTION SCHEDULE) zT - 2 -1,404 g,25 - 24.a� . 4, $TRAP HEAD 1 STUDS TO DOUBLE LATE WITH . 26 1-O 11 METAL DRIP EDGE w IOKAGHSEMCO / EACH, END OF HEADER AN NAIL WITH El T W-ladOf oe 4 COMMON NAILS (U,O,N, 3'- ►` 13`-41t r o EL 9'-1.125" 5, HEADER STUDS AND ADE CRIPPLES 5NOULD 5E NAILED TOGETHER A�' 11 ,C, W/I(od STAGGERED. R-30 INSUL. IX2 OVER IX6 FASCIA Q v CLIP UNIT To SNOB PLATS , N ONE (0 SEMCO TPP4/� „ 1 OVER 2 X 4 5UB-FACIA �-- CLIP5 AND NAIL WITH EIG � -Ihd COMMON NAIL5(UON) �1 4 � 0 PRE-FABRIGATEQ U � 4.� �t f r 5) ; N IAN5' ROOM A _ ooaTRussEs p o V x 6; ALL WINDOW ANDD GO1 ON NTS MUST I�JiTN- w' 9'PH CARPET 4 ,<�' ` /2" CO BOARv 4 STAND A 100 MPI W] LOAD. �� " Q � � ---- �� 2 GYP. BOARD x - 3/8 ROUGH SAWN SOFFIT NYAG aUGT Q THIS WALL ON BEAM - -- , 1 ALL CONNECTO a ARE 5EMC0 EQUAL (U.O.N.), 61ZED BY ENGINEER � INC-_ 1 CHASE � M '�,� v `� 13 INSULATION _ - ej 2x, HEADER PER HEADER SCHEDULE T G PLYWOOD 8 INSTALL NOL DOWNS AT EACH END F SPEARWALLS r � 1 � ��� �"? GLUED 4 SCREWED � y a A5 NOTED ON LOOR PLANS, I � , � m � J4 '\ ,� .� � • � 4 r - - �: `. . 2'-6" i 2,�„ —-- , 0.010\' � ,� EL 10'-5,125" A,F.F, C 9 NAIL AL OOF SHEATHING ') ("O,C, O LL SUP LL .��� r�G �(7� o p �j � 04 Lu PORT5, N IL W/8d COMMON OR ad RING 5! NK NAILS. W �' 1 13 '�' o. �I l8 �o � �r _49% � � _ ��. 9 -1.1x5 A.F.F. ALL P4 5 Mc SHALL BE AT 2 Gr. N LSD d 5 - '� Apw "SYSTEM 42"- 16" TRUSSES 0o x 11 °AT �,CH ALL TRU55E5 TO PLATES PER CONNE ION �,� 1 1 r r f I ' r� _ ALUMINUM WINDOW (REFER ` .. OPEN TO BELOW } 1 1 � r 5C PULE TO WITHSTAND TRU55 ENGINEERING UP L T I 9 -2 3 -6 3 -� ► ' 1/2" GYP, 04 l x r 1 �- TO FLOOR PLAN FOR w iN TA L 1/211 X iD" ANCHOR BOLTS a� 32" O.C. WITH DESIGNATION.Z qC, U S L - - - u 11 ti 11 I 42" HIGH KNEEWALL, � I 2 0 � INIMUM OF S IMBEDMENT, USE 2X2 XIIB WASHER5, W/WOOD CAP i } Ln EXTERIOR WALT. FINISH IS � y ISN � HARD!-LAP SIDING OVER v2" GYP.50aRp � � � � 12'-8" ( 3'-Fj'r �-Ic� 3r-4u 4'-81t Q 065 STRUCTURAL SHEATHING �- �? USE TYVEK OR EQUAL Rl q � � a COMPUTE LOFT _ � � O .. WOOD 8,45 i •_„. Io a u 9 PH CARPET 5H A5' aoM r 44 ,r 9 PH CARPET I 4" CONC, SLAB REINFORCED •+ VIP HEADER NOTE: ALL N1rADERB °�-� - �'-o" 3'-0"( 4. r-- ., W/FIBERMIX REINFORCING OVER FINISH FLOOR �� TO BE (2} 2�C10 02 OR �3TR SYP AT 12 FINISH r� Q OCT GO \ � 4 I-STORY; (2) 2x12 FIRST FLOOR AND ; `, m _.�_ ___�__ -. w_ _��--__-- 6 MIL VAPOR BARRIER ON (� 3 -a 5 -O y q U Z (2) 2X10 SECOND FLOOR 02 OR BT R j � 3,-p" x. 5,-0T ' " " WELL COMPACTED, TERMITE Z 5YP 2-5TORY (uN!-E55 NOTED PIF) r 11 1 u t ,1 TREATED FILL„ • ' ""' '� !/2°X lOr Anchvr Bolt'&I 32" O.C. j WM 2" Wskw, tO Enbodment 3 -� 3 -� 10 -O 3 -4 ao A r u ► t 1 : t 1 r t i n `�- �' � a 3 -2 2 -10 6 -8 13'-4" 0 - o FIN, FLR -O 2a •OOf If y Y H HEADER BLOCK ° e ,n D A GROUND Y a" MINIMUM BELOW FIN.SLAB �yV ROU D LE EI- .» e . ° ° /% MlNe NOT � 16"X 20" CONTINUOUS FOOTINGS a ,4 .Ye REINF. W/ 0 05 REBAR , ° /� �► a v . _ d CC STUD 5 GING 1�0R EXTERIOR LOAD-BEAR WALLS DIMENSIONS MAY VARY SLICsHTIY DUB TO 2500 psi �. 'Ore � _ � . FIELD MODIFICATIONS AND ,4DJU5TMENTS, p 0 CSG No . 2 No , 2 5YP No, 1 5YP a HGT H � 2X 4 2X 6 2X 4 (o 2X 4 2X �_- 20 a 9 FT 16" o.c, 24'' orc. 1 .�. 24" orc, 1(0 o,cr 24" o,c, MINIMUM IOFT 1211 v.c, 24" orcr 1x111 0, , . 24" o,c, I(o o.Gr 24'' o,c, 0 � `d 11 FT N/A 16? o. N/A I o,cr N/A 24" o.cr arcual is nailed at ' v,cr on edges _ _ V u n ►1 SIU.. gam' r r 12 ��" N/�► 1 o.c. N/A 1� o, N/A 24 o,c, and 1 c, o ermediate supports 51121.N UJ A S _. f 11 i �� w/8d c ails, H 13 FT N/ 12" o,c, N/A 16 o,c, N� i� orc, 14 FT 12'' o.c. N/A 12" o,c. N/A I " o.c, 6W(3} arwall5 nailed a c, on edges .d. . ---- and 12 o,c, on intermediate a ports �. N This table applies to structures with mean roof heights < 25' lU/Sd common nails, P : , ANCa ... nd constructed in a wind zone of 100 mph or legs. REVISED: 111(olcil , A A J(I\ OF l Irl �Q� n o(r - S • RED E V (P - -<D r 12 F L2IP CONTRACT NOTE IT IS IMPORTANT TO REALIZE r_- 1. _ �] THAT THEUJ SIGNED CONTRACT 4 iTTEN SPECIFICATIONS � �-, r,-! ��„O�,OFRIDGE VENTS fi - ,-- TAKE PRECEDENCE OVER THE WORKING DRAWINGa �. -r �� T f . _r r- I- -LT1`� =r� ,4S TO WHAT iS 11�1C1.UD D CSR NOT, ANY DiSCR �' 1�CI S PLATE HEIGHT ARCH F/G SNI NGLES _•_1� � _� _�- _I , 5X5 FLASHING 5ETWEEN TI�IESE DRAWINGS SMALL 5E GOVERNED P Y THE a T _ _ i r._ r I '� T—IF t i 1 �i ,� SIGNED CONTRACT AND WRITTEN SPECIFICA`�ION6. 1 T T 1 i ti •� CHIMNEY HEIGHT fi ` J 5x5 FLASHING - - - RICKS _ 2X4 PT - HARDI-LAP HORIZONTAL U .- r 0AC-EL�NV- v4LED w r In -- __ Z-FLASHING _ __ PORCH CEILING HEIGHT _ FINISH FLOOR ,��! _ _ .._. _ _ _.__ . - -- _ _.._ _ r r - Q PLATE HEIGHT OPt10KAL" f �.._�_ PLATE HEIGHTw Q _ -- _ �_____T-_ __--_ ________. ______________ _ _ MUTTONS r 6" SPARAtiDN - __ ---- - HEADER HEIGHT DIMENSIONS MAY VARY SLIGHTLY DUE TO WINDOW HEIGHT - _.. __ — - 0 . -- _ --� - T _- ---- =� FIELD MODIFIC,4TiON8 AND ADJUSTMENTS. 2x4 Pr Qz ' `' Q FIN15H FLOOR -:'-� 2X4 PT SILL CUT __-_,_ _-_�. ._____-_ _ _- _._ __ FINISH FLOOR �, -. ,� y ON 15 D G 5 FIN19N GRADE 64 LL TIC ' 'REAR F LV A q __ A % -4 Ss� o . :�z 12 W. H 5X5 FLASHING �- � :j HARD!-LAS SIDING- - _ y PURCHASERS RIGHT TO u5E TN15 Y PLAN IS LIMITED TO A ONE TiME _ GALVANIZED CHIMNEY CAP ---- - -- - -� =. - :-_- _ - -_ , . --=• : . -=.. - _- 2Nd FLR PLATE HEIGHT USE ON THE LOT, 5LOCK, AND _ T- _r. _Tµ . ._ T.. - ter- _�r. _ r. T-�T T T- �- _ - _ .. _ 17 SUBDIVISION STATED HEREINI - HEADER HEIGHT CHIMNEY HEIGHT 2X4 PT � o _ VINYL SHUTTERS 111 - - 2X T ' - - � - __-- 30 OCT ___- ___._._._.'� ,�-- - - P � . '' IV hh V ARCD F/G SHINGLES TryL t r �r- _, ... _ _ - 2ND FINISH FLOOR �`r o0. r r. ..1 T- L L L L T--- - _�_.. y, 5X5 FLASHING __ _. T r... -- PLATE HEIGHT T; r I y._. _l �- r i - � . - . iST FLR PLATE HEIGHT Q) WARNING/WARNING/WA4 NING/�1,�RNING/WARNING/WARNiNG/WARNING � i` HEADER HEIGHT __,_ _ .-� GARAGE PLATE HEIGH - _ �_ oHD HEADER HE GHT U ;� Under Federal Statute H 5490, of the Architectural Drawing Act 4 Title 1�1 :� __ ____ ___._ ___ _ �__.�__�______ _ _ specific tacit copyright laws appiy to all published works of either =� i " 000 � D R E. Ch1p Mitchell or Designs For Living, Inc, It is unlawful for anyone ..;*% - --- -- a u to copy these drawings, eft er whole or in part, without the express written ;_ ;___ El _ e 'z Permission of the Desi nerl The use of an plans, Spec or 0 rints '� ! o ; '; � _ �—IEJEJDEI p p shall be restricted to the original site for which they were prepared6H FLOOR FIEI �lEl � EJ EJ 0 - FINISH FLOOR Q ----- and publication thereof is expressly limited to such use, Title to all works _ FINI L R FiNf9NGRaDE - GRAPF f specifically all drawings, specifications, and modified derivatives of any -�� blueprints, drawings, ors eclfications remain the Architectural Designers without predudice, VISUAL CONTACT with any of these drawings, or their zo a AT10v purchase constitutes prima facie evidence of the acceptance of these F-- \ restrictions! This has held precedent in the North Florida Court systeml D - v Any, and all violations WILL result in legal action being taken and litigated } y damages to the full 'extent allowed by lawl No exceptions and no excuses! ! , 199(7 COPYRIGHT a) 199(o R,E. Chip Mitchell and Designs For Living, inc. a WA KING/UTARNiNG/WARNiNG/WA KING/WA NING/WA ING/WA NING FEONIJEEAE ELEVAT ION . # REV iSED: 1/16/91 F K, in, �74 I loft g _ r .. ' r IL I_ .17-1I_ - T' L. VIP CONTRACT NOTA IT 15 IMPORTANT To, REALiz� I �r. r. �� ( :"j._ r r rf -z I , . T ' r. F I _---r - I Lr�r �_�_ r �_. THAT THE SiGNED CONTRACT 4 WRiTTEN SPECIFICATION$ 12 I r T rr'_ -z' 17 L `T Lz. L 1 _L ! , I i _ � l r r � 1 � L _ I r�_ [ � I.. ► r � I..: r 1 1`I =� 1.�� T r , l � = _._ `. TEAK PRCDNC� OVER TI-4 . WORKING DRAUJINGS L i L l -1 . .. - _ L r , �' L" � .L L .. L . i _..r.._ r T- - � T � S TO T INCLUDED OR NOT, Y D SCRAPE C �S � � r+_ r _ - r� BETWEEN THESE DRAWINGS, SMALL BE GOVERNED BY THE r r Yl. r 1 z_ r I- .T T __ r r r r fi � PLATE HEIGHT �. I (..!" I_ r_l i 1 1 �r�v r .1 I_ L. r I -L. !_ ..I I. 1 _ I. `I. � I_ I_ _ r _ _ i_LF � ._L T. r_L�_(__T__.-, Lr_� r Lrr.�-L1._r- LT_ �r.Lr �r L"i_r. l r _ � � o 0 SiGNED CONTRACT AND WRITTEN SPECIFICATIONS, r _ _ r _ , T I L �. ,.. ( r HEADER HEIGHT F, � L-' ' -o°oFFRIVGE YENt- - 4 _ _- - _ ` ow r .�� L _.__ I _L I - (- L �- Y L I.�:T I L �.. I r tea° � a _ - - r -- _ _ __ r L r I , (Y� a �.I: �� r - _ I_-� - I _r- w . I.- �_. I_ + _ L L ( ! _L _ L r - .I_=a r.: - L r -L- - T. L ( fi _ r �r_I r -T L 1 I 1= 2X4 Pt - _ fi- T-r� r�--r r�-j�j -� --T T--�> r..L. (. =`h 4'-O"OFFRIDGE PENT L !T r l _ _..._ _ v .. _ _.. _ - 2X4 Pt SILL CUt _._ r lAr Q z r .I_ ON 15 DEGREES - _ _r-,__ ARCH F/G 5HINGL�S _ fi _.._ ___ _.._.._ _. -r 1 `I .. _r t_- , .� J.L' 1 T r � �1_� r�. .�- T FINISH FLOOR 0 L .L L _ L - ARCH F/G SHINGLES r�►� �� , ! PLATE HEIGHT _ I _ R - L- -. PROVIDE ---- �;_ I_ .� HEIGHT rT t.i r r _.. Z __ DY,DE Z-FLASH A80YE uJINDouJS _ - - - r r PLATE HEIGHT 1_. _; T. LT-J .T w r _ r 1_j - w _ _1. L_ _. _. HEADER HEIGHT ., • p • - P � x ' - 2X4 Pt _. __._ - - HARDI-LAP SIDING HAR LAP SIDING 2X4 Pt SILL CUT DI- .. - `.' _ - - m- .. --- - - _ . __ - oN 15 DEGREES r FINISH FLOOR -__..�__�__�. ._ __ 1 INIS_H FLOOR _ T 4 . FIHI$u GRADE .. FINISH GRADS PURCHASERS' RIGHT TO USE THS A PLAN 15 LIMITED TO A ONE TIME � USE ON THE LOT, BLOCK, AND ATN q � �- w SU5DIV15iON STATED HEREINI fu --, fir a CONTRACTOR, AND/OR oUJNER SHALL VERIFY ALL DIMENSIONS, DETAILS, AND Q 6PECIFICATiON5 PRIOR TO CONSTRUCTION, EVERY ATTEMPT HAS BEEN MADE .� H IN THE PREPARARTION SOF ALL DOCUMENTS TO AVOID MISTAKES, CHIP MITCHELL SHALL NOT BE LIABLE FOR ERROR AFTER CONSTRUCTION NAS BEGUN, j 1. w.� T t� I r- L �� L " r T rr L T r L L r , TI ._ 1- r. .l I r I r ...I, . T_ L -r. _.L r= .L� TWLi I-�Lr- I.1 TL�F­1 T _1 Ix.11 i iz T -T--L-T'T Lr» r r-r�r L--r�. r� j f _ S 1 i F �Y 1� C `r ( r ARCH F/G SHINGLES , I - j a �_ _� l r L r.�... I I i , L r }L r- r r_ 1 111 r r r- E r ( r ` � T-_.(_ (_ l _ raC I_�r:I�I I r:-S I , j I.�I L T T r r T� L _ ► _L L 1 ( r �.T._1 T LT. 2ND FLOOR PLATE HEIGHT V (- L r I -L_ T -I. I- r I. ..? C '.. , _ _ (� �. _ -� 1 r' r r r r T r L . _t. L �._ I" E. r r r - I 11 y _ I T17-I t T_L . _ L.r� r_ a r1 _ L _ _L,_ r_ 1 �w x � 1 I- -T-f L .Ii_-�_ _.�.r.I. r ZX4 i�1' r 7 !T __ _:_ _ _.� --- - HARD(-LAP 51D(NCa _ '�_ - oo V2 _ - T LCT__..L L? _L L r L + L I _L� X P T 2 4 _ - _1 1- -L 1-. _C .�.. .�_ r _ ...__.___._ _L _. _ i L ._ _ _ - _ _ - _ _. _ _ � �. ._ _ �. - _ _ _ _ _ _ _ _ _ �. T _ r� _I_ r _ _ __ . ._ 1 F ( r- r. _r Y r T r 4 t_ r _I L r _ L .S -i_ r I I -i �_r_L L __L I I _ . L. _�._ . L L _ - - _ _ V's _ a ` r 7 t r r �. -r _L f _T--- T, ! + L .r. .T .�.,.-I. - I iW = ! _I r �T. r r fi- rr r r SH L r r r F r L— I . L I I- 1 __ t {,- 1 �..�. - .� _ �.� � fi _ r-_.. _�_ ( T r _.�`_ �r � .�� ` f ,_L r r I F T L F-ASH NG LT _ j.r._ .r_ T �- r- L-r .I -r-T _� I r SX�a�FLA INCA r �, 1 j T r '�r T r 1 1 T _ , YI i _1 _y _� -L __t- r 1- t-T T _ T__ r i L L _I-. L I-- 1 j 1,�t. r ' -!-I .T=1':T }` f I I Y - 1 1 1 1 T 1 i r I.. , r r- , , r , L L ,_ _L. I _ '"rte _ L r_ . I.1 L t . r.. .t _z ._r ? _r .?�`-_ .. T -r ARCH F/G SHINGLES _r _. _r _t I. ':r L. _ . - =T- _ -� .T.. r� , r �� .�� _ �r. Tr fi r 1 T .,. .. .. ... .., r r - r -� r + j T ' T , , 1 I ( 1 r r 1-- JL - L I- -T _I _ -L .� _. . .� _.�_ _� 2 1_ L .� _L _ -L .� _L .1a DI �N5 0 5 �" VARY SLIGHTLY DUB TO PLATE HEIGHT` I _1 T S .I:"` 1" --.I - ._ _ . .- _" - ._ I I--,_L + L r L -I [ l _I_ .�.. _I- �. 1 ._I ! I r r _I Y_I:`] ` � _r a - 1 L«1.,_I,_.�__ r I_ L L. t !_ L .T i- L�L Terri L'� I. _Iw L_ L 1 L _ L r fir! L r I_ ! L ! L._ L. L, i r . L _ : 1 ,._ :, L f I_ ? I -r- I �' v� r FIELD MODIFICATIONS C T O 5 ND ADJUSTMENTS, a s V EADER HEIGHT _ _ PLATE HEIGHT o » H l y \ i - �. \Q 2X4 Pt _ _ _ _ _ _ x I T _ 2X4 PT SILL CUT R D - D X (/a ON 15 DEGREES _. . __ - cn 0. FINISH FLOOR FiNfSH_FLOOR G7 _ cu FlNl$W GRAPE FIN13H GRADS ` L-- F..T L L -VATIONO E ATIONS L F-- V a � REV16ED : 9/16/9`1 r , t 00, 35'-0' 2(o 0 u 1('-S45" 5HEATPIN6 ER R 5'-141/20 � � P.N. - - - - - - 1 -0OVERHANG— — — — — -- _ — — — _ _ _ _ - — — — — — — — — - - ir ' !-u t n ~ `ti P 1/12 Lu } LuIL O cp l LENGTH f i � TRUSS ENGINEER NO E- RAISE HEELBUILDIN Y , x -T c--- 1 �_ OF 2ND FLOOR TRUS ES ADEQUATELY :r ►� U t TO ALLOW THE 1ST 4 2 D FLOOR R001=S 19 -7 P.N. t N ` ROOF J t-f E A I t�t I N t.� LAYOUT � cam, , t :� ri TO PLANE OUT I=CUs a� TH15 AREAI y , t _ _.. _ _ _ _ _ _ _ — — _i 1'`4'' OVERHANG t Nf ri AND ENDWALL BRAGIN FIGURE 2014 ' RU55E5 z4" D.c. � 4, y si x { ' ; Fo 1 I'-4u OVERHANG 1 , " , _ _ -- `- _ _ _ _ _ _ _ _ x`1/12 { • � � L {� W N 4� w ' 1 •.� 4 t }Lo Qi �- Lu Ilk 1 ° 1 '�•� 4'-0u OFFRIDGE VENT PITCH' 1/12 Q Q � w FACIA; PLIM5 CUT , { { 'u w H OVERHANG: 1'-O" 4 1'-4" i \Q i j__ 6NINGLE5: FIBERGLA55 ke DECKING 111(o0.5, 3. � Q � -n x`1/12 J a- i c Q � v FELT: 15 L 4 Jx { Q S') _o a ' t 19'-1u P.N, t � � ~�� r ► � m Z'� H�N L-4 I � J1._ `.I OVERHANG�VIP CONT ACT NOT ; IT IS IMPO TANT TO A i 9i It1/2 P�TN 51CxN CONT ,4CT uJ ITT�N SP cIFIcATIONS `1rr - � �1.TI�AT � �D R F�' T.TAKE PRECEDENCE OVER THE WORKING DRAWING$ .-- �,�_- ,�T � WT r.. ._F yA5 TO WHAT IS INCLUDED OR NOT. ANS' D15GREPENCIESOVERHANG - r � _�.-_T , ,, 5ETWEEN THESE DRAWINGS, SHALL 5E GOVERNED 5Y THE � SIGNED CONTRACT AND WRITTEN SPECIFICATIONS. o -� w - as st { - � 4 Al _ _ _ I'-4° OVERHANGlie �t DIMEN51ON5 MAY YARD' SLIGHTLY DUE TO 2�'-O.. FIELD- MODIFICATION5 AND ADJUSTMENTS, oe " • V 1 `1/16/97 _ REVISED: — — -- - — — — _ NOT ;� 5 V THE ELECTRICIAN SHALL FURNISH ALL , RECE55 CAN FIXTURES AND TRIMS, To GARAGE TO BE PREWIRED INCLUDE ALL 13UL�5, THE ELECTRICIAN , FOR GARAGE DOOR OPENER - � � '1 �VAuLT J SHALL- ALSO FURNISH ALL EXTERIOR o FLOOD FIXTURES AND SHALL INCLUDE ALS. E3ULE36 FOR THEM. THE ELECTRICIAN � � .� SMALL ALSO PROVIDE 'ALL CABLE AND 1 q TELEPHONE TRIMS THAT THEY ROUGH IN. O -.,-VAULT ' ,/ � � =� FLOOR PLUG-LOCATION a BY OWNER 1 �3 0 Ad SMOKE II all I \ nl cy 4 / I I II FOR SECURITY t Z �6+LYS I i I r. I \ o u r own o c YLIB / — an z r-VAULT OALLOWANCE TUNER A.. OWANCE NOTE !° � THE OWNER WILL SELECT FIXTURES FROM THE ` 1 } MWIVRANGE w/ u , '/ . • I I. — - MwN ABY ' STORE THAT THE BUILDER DE51GNATE6 BY THE ,>r ~ - , , la / - raw a� \ \ / , / ALLOWANCE PROVIDED IN THE CONTRACT, THE \ ( / \ 4d"X 14" I Dw a OWNER SHALL NOTE THAT THE ALLOWANCE DOES `,,,. - ! ,I �� I ISLAND - INCLUDE THE FIXTURES, INCLUDING E3ULE35, SALES . _ � o . , - -. , ,_ TAXES, AND DELIVERY A5 PART OF ALLOWANCE. SMOKE maw ` �; ... ... _ 1 - _ _ - -- • , � l~ �{), � 41 O ' Qoo z H • 1 ,, Afti Q `= \ ELEC uuN _ V cn zNv FLOOR aaovE 9 A. , V ri II L LE !2EN / I ULL'I/OW I \\14 1 4 \ c�^ rll r E - - - -70� - -1 � LE CIE 1GASTAIRV IL 2- ULt 0 E3 FLOOD CEILING FAN � I 1 CABLE TV OUTLET FAN/LIGHT COMBO \ - - _ .- r , f ,' �, , It G"I"' CHIME TELEPHONE OUTLET ® YIP CONTRACT NOTE: IT 15 IMPORTANT To RELIZE ' THAT THE SIGNED CONTRACT 4 WRITTEN SPECIFICATIONS a �/ �V � - -�- LIGHT FIXTURE VANITY FIXTURE ���,� � , , � � TAKE PRECEDENCE OVER THE WORKING DRAWINGS -------_____ U SINGLE SWITCH 3-WAY SUJITCH �, A5 TO WHAT 15 INCLUDED OR NOT, ANY D 15CREPENGIES E3ETWEEN THESE DRAWINGS 5HALL BE GOVERNED BY THE r SIGNED CONTRACT AND WRITTEN 5PECIFICATIONS, - 6 DUPLEX OUTLET EXHAUST FAN °m GRND FAULT OUTLET RECESSED CAN LIGHT -� r~ a , SPLIT OUTLET SMOKE DETECTOR NOTE NOME TO BE PREWIRED © p� FOR SECURITY, va O,H,D, PREWIRE FLOURESCENT LIGHT ,. THE NOME SHALL BE WIRED A5 PER CODE. MORE PLUGS . Q WALL LIGHT SCOUNCE PENDANT LIGHT MAY BE SHOWN THAN THE CODE REQUIRES, HOWEVER, � - TPRECEDENCE, � cy HE STANDARD ELECTRICAL CODE TAKES W WA EYEBALL RECESS CAN 4-WAY SWITCH t4 1 r LF- GTE PLAN" R�V15ED "1/16/91 ' CA ��: _ , p : M N rUC TU� F L N 1 , L , ( , CONTRACTOR, AND/OR DUNE SHALL VERIFYALL DIM N 1 ONS, DETAILS, AND N PECIFiCATIONS PRIOR TO CONSTRUCTION, EVERY ATT MPT HAS BEEN MADE CON IQN TYPICALNAILING` ,h # , TER I ALTER TE 2 L NAT1~ 144 (0ii IN THEP TI - � PRE RAR ON OF A LL DOCUMENTe TO AVOID MISTAKES, CHIP MITCHELL SCHEDUL N AILiNG , SCHEDULE NAILI SCHEDULI � SHALL NOT BE LIABLE FOR ERROR AFTER CONSTRUCTION HAS BEGUNR . , AP IN DDU PLAT 12 COMMON' 16 D•131" X 3 4 1/4' GUN NAIL$ ZD . L SLE L� 16d N l.. 2 � d COCoMMO>�l ^ , O.C. D.C♦ 4 O.C. ON EDGES 4 s O•C. . �- 6 0 N s EDC � 1 E 2 SSU 5H1 H 0.i31X 2 i/ IN TH FI WITH .D " LL RU1 L I FI r . THE WITH , W , , , GUN NAILS GUN NAILS C, ON EDGES {2" 3 Q. ED d Q H 3 -5 EIN THE FIELD WITH 0.1 2 41/2" PURCHASER6 RIGHT. TO USE THI U I � � a u �� •r O.C. ON A P T PLAN, i5 LIMITED TO ONE TIME �. ALL OR $ 6 O,C. ON ALL SUPPORTS O u n �, a USE ON THE LOT, r 0R l 6 Ra� WITH 0,131 X 1/2 RING SHANK WITH 0,099 X, 2 RING $HANK NG, 100 MPH ZONE ` SHEATHING 10O MP NE BLOCK, AND GUN NAILS w BL SHEATHI �. L GUN NAILS 60DIVISiON STATED HEREINI' �► �! ^ ,r I/2 OR 1/16 ROOF 1/2 OR �f/16 ROOF - Q.C. - E 6 D.C, r� � S DG � E H zo zO H 0,131 X 2 4. 1/2 , x NG, 11D MPH N SHEATHING 110 MPH NE NAILS . T SHEATHING, T E D �{ r AIL z r . . 4 - 8d COMMON IN EACH 4 .k i" X ( 1/2" NAILS IN H , ' TRU55 AND PLATE � I::AC� Tf� S5 AND PLATE r 51w�co TPF'4/6 _ yNAILS • � .131 X i � I/2 d CommCOMI�i Io CO � � a 13 16d MON IN EACH ' 4 . P Cf, ACTD TP 83 0,162 �..,. x NOT IT 15 IMPORTANT TO ,4 I 13 X 2 1/2 N 5 IN 5 MC R ��► o THAT TIDE 5IGNED CONTRACT 4 WRITTEN SPECIFICATION5 - MEM - � EACH MhMI�ER r TAKE PRECEDENCE OVER THE WORKING DRAWINGS SEMCO MTS2 16d A5 TO WHAT 15 INCLUDED 0R NOT. ANY D(SCREPENCIES Mc � : . � � �. COMMON �2� - o.i6z" x 2 � li2". NAILS - _ BETWEEN, THESE DRAWINGS, SHALL BE GOVERNED 5Y THE I - Iod COMMON IN RAFTER -1 - 0♦14$ X 1 4 i/2 NAILS IN 6IMP60N MT612 SIGNED CONTRACT, AND WRITTEN 5PEOIFICATION6♦ AND PLATES, RAFTER AND PLATES -. IMP .. - �' 5aN 28 2 , 1 1 - m , „ , LL c^ O TT22 32 16d SINKERS r .. a X Q �a ' 'G 0 NECTION 5 G k4 E .11 ULE UPLIFT LOADS q T . 5 STUD TO DOUBLE STUD TO DUBL H , TRUSS CONNECTION , ,�- �, LEFT" . INTER. RfG1-�T 'LATE CONNECTION PLA; ONNECTION � - - , , DIMENSIONS MAY VARY SLIGHTLY DUE, TO NTS. . FIELD MODIFICATIONS AND ADJUSTMENTS. � ` r�- _�� r • w , , . r ul • /2p DRYWALL oo w � A , Ibu , 0 . _. 45� V2u f' V H N .0� '0000 _0000�' D ZX 6T1�D6 ^ t _ .�], , �2X4 OR 2X6 O 0000 a 2X4 13LOCK - , M a All other- Trusses <51D «10 (1} HCF'1�L/LR TYPICAL TYPICAL SPECIALNOTES: y . PLANT SHE.LF DETAIL - o CA830 is i Gated, install two (2} a i yp studs minimum 3 HCPLL/LR U . lift Capacity- 510#•"gt -24 Uplift Capacity: 655#; ' 1 ere RTP ' under each bearin t. Toe Hall .trusses to Double late w RTPCx830 U ift Ca $cit • 195o#; Sime LTTZa Uplift capacity., . with .4-l6d commo alts♦ p #• p y p p 150 M T 2�1 l I p # ST F3 f t capacity: 374 p TYPIC Indicates TPP s at sill and double late a�1 32 . O,C, 2. 4. Ali connectors are 5EMCO or equal unless otherwis noted, (Ca ac - 395 If or 190# uplift for trusses D 2`- O.C.} _ p , ril Na h 8-10d common nails, T A I L , ,� S H E E_ T p v , , , D• ^ REY151 5/31/9�i , W 45e .. : ' SvNo I -,- _ • 4 1 LJ 5EMCO RTPGAEZd w A H WITH 24 - 0.148' x DIA X 3.(n' LONG K ( u X - WIRE NAIL 5s !2 G 2x4 PT ..OTTOM PLATS 2x4 PT BOTTOM PATE � � W� 0�_w q IN zw�7 �[x =)fir r,ETAL CONNECTOR STUD, 12 IN H�ArJER 5INGL E GONTIN'JOUS 2 X 6 NQ,2 EXTERIOR � 4' r (TTP 2 EACH END OF TOP PLATE,FASTEN TO HEADER EXTERIOR GCRNER ! W I PER S•.HEDULE AND FIRST TOP PLATE W/2 FCOIWR CGtaNER 2 PT 5OTTOM PATE OF SLAB 2x4 P7+BOTTOM PLATE z Z z q p U 8' MIN a 1 HEADER) r 0� r '? r 1 - ©.148' X 3.0' LONG W;R� NA!L5 � 51-145 GONGt"c.:.TE SCAR CONCRETE 5LA.9. � \ \ \, • ,. �n�Jl � - _ e e r - n r GO�IT �'�^' OR J Z -r 7 j �� u �' C.C. 5TA R o cll. Lj /�f/'2' t lti G.StA�E DG�iR �Er��R 1 r gT rJ LINE OF 0.;4o' r: 3 r 1 (1 !a c _i'%= O- C-�49 �,A X 1,D -ONS ,K r 0 ' s .J:cE NA,SAT 2 Oma. LJ RE NA!_5 AT ,2 OC. �. D :z E7 f p L x F �,A X .D' _GN z I a C_ d; 6' OFT. ExTENS.ON "wATERr-Rc OF 54;.-R ER N 5R!GK LCGAT1015� . G G "/:6' G53 RG'0+ 'DECK NA!L 6' OG -] Z to ONT FOR n•:2' UNa-R 19TG2Y ':AL- /�� 11J I T ON FNL p aN11 3-14 CONT FOR G•;6' UNDER 2 STORY 'WALL FASTEN ADJACENT ALT�F l.drTE GD R�� ON EOGE9, '2' QG IN F,ELD (UNO1 t M Q Q f�f01`,tOLITHIC FOOTCNG MOTION a x to stuD3 W/2 EPR►TE WRNSSR ____E� L a ,_� 0 4 9 Q , R 2 x 6 STUDS DIA X 3/4' . 1'-0' T WITH 0,!31 DtAMF_TF_R X 2.5' [ , LONG WIRE NA.L9, t. p u � �� � 30 LONG WIRE 3/4 1' 0' 0 y� � y ' NAILS tv 8' OC f-d.:F`E�5 C:� z I - (k STAGGERED. G E-. i =tr -"�,N E�Eu` �'r.'`^ Le LU r: NCTE� THi9 Gr�NER FRAMING ALTERNATIVE IS ON_Y �•vLj I � � U PERMITTED IN CORNERS W-;G1-I '.7 C7 N'OT NAVE A - -- r`� F L] (k Lr y t NOTE: T,-4;B CORNER FRAMING ALTERNATIVE i5 ON'LY DE91GNATED :+ EARW'ALL TERM NATING IN IT, CORNERS C, x z p w FASTEN 7/'.6' 05B !~ER:^ITTED IN LuHI ,4 DD NOT iF;A'r�E A - _ \ry �� p (,7 ' r. -- ` _z w i. DE5!GNATED SHEAR'wALL TER-liNATING IIN IT, z TO EXT�RiOR OF . SET c.� C I = W U ^- 'r R_TURN9 AND ASGVE c f• Z (3 �? DOOR 'WITH 0,131' D;A e - 4 z [u X 23' LONG WIIR� I �� p� a Uli NAILS AT 3' OC ON DO'USLE ?x N0.2 SYP TOP PLAT£, FASTEN Wil »T 4 .v Z 12' CO IN ROWS 0,148'DIA X 3.0'LONG WIRE NAILS F1i=LD. 16' OC 9TA!2GERED (UNC). MIN 24' LAP 7/16` 053 OVER 2'x STUDS UJt`MIN 17 - 0,148'DIA X3.0'LONG WIRE . r 16' OC. FASTEN 058 W/0,131' NAILS IN LAP.TOP PLATES TO STUD r ?x b FT NOZ 57P 4 SLAB. POUR TO E ON 644E ET X 25'LONG RE NAIL OIITSI*.aI=.FAG£ OF WALL 6' OC ON EDGES, IV OC IN FIELD. ' BOTTOM PLATE _: r NI • 0 4 , - L ` 9H� RWAILp DETAIL 4 8 !2 SEND TOP. FOR 5H AR,JA NAILIN. L , 9' SEND !SOTTOh1 'A' •A' 3LOCK SHEETING SHEET ROCK 9' CMU (TYP) i6 x U - WIA x WIA WWF EDGES WITHIN 4' 2x4 SYP OUTRIGGER FINISH FINISH DF CsABLE TRUSS AT 24 ON CENTER Ii GRADE . - CLIP TO GABLE TOP 2'x BOTTaM PLATE.FASTEN T - - GRA✓_ , P. O �. FIN'6d �, CHORD W{T4.1 S`-MCO ean'GEca!�WITi-I 0.,4e'C�a x 3.0' CAST-iK LMCE a' \ \ ����\� D``S I-ICPLL lJ/8 - (8,!31' 9'O IN D=5'6'�'AT 11/ 8' MIN i -P DIA x 2.5' LONG 3 5` rONCRETE FOOTING 7/;6' I� LUNrJ• WIr`C�N.=.1:9 c.0 ird F_Oi� 2-15 or 4 CONTiN' CUS • �r r r r r r r r tJiR- NAILS W R� 6' GPT. RXTEN5.ON �e• !E-ARiNa rD07iN MAY gF - IN 5R'CK LOGATiCAS 11.51 � r`IR71 TI ST;+O e--AR O\1 Ey r r - FLOOR TF2�99 Gf7 f•J0:9T8 ti J- -OI $ QNI1Nl,a_I� Uu✓tf�.sA�<AG� �� - �. � BTI=i"C>`�LALL BGTIO •1 f DOOR AT CONTRACTOR D 5G TION F CaASL^ TOP DOOR Or'Et�NG PSTACL "1 G«or..7 C� 2x4 L-5RACE ON 3l8 ■ 1'-(�' GASL; VE AS T,E ird FLOOR STUDS T ' CIS SPECIFIED 5T TR'URR lest FLOOR STUDS WITH ` FRONT ENTRY GARAGE.18 DEPICTED A50VE,WHICH SHOULD i55 FRAM^D ENTiRELY WITH 2x6 MAN'JFAGTUR�R " 6 L1Li6 p NOTE AND_SI IDJLD 1NCORF'ORAT$FCJNDATION..4I+ICHORAGE EACH SIDE OF EAG-1 RETURN A9 1 P� 0.149' D A X 3.0'i G Wi _ R ... . RN 5 OWN, N R.- COURTYARD AND SIDE ENTRr' 64RAGES MAY,BEFRAMED WITA 7x4 FRAMING AND ONLY 12EQUiR � NAIL9. SFAC£ 9TRAf~9 32' OG. JBLE Z STEN W/2 E THE 2 T70' x NO3 SYP 70P PLATE. FA .FOUNDATION,ANC;HCR9 INDICATED.AT,LL 'A' AFOVE, THE HEADER SCHEDULE �' 0. RQa'9 fA.i48' D;A X :0' LONG WIR_ NAILS \ : _ P GL IF END F<; h p ABLE TRU„5OF LATERAL :Co' GC 9TASrxmR=a (JN^.), MIN 24' LAP ~ r A55'JMES 2x6 FRAMING, IF THE CONTRACTOR EXERGIEF_5 THE RIGHT TO FRAt'E WITH pa'U BRACE TO '/.6' 093 OYR 2'x 9TU�5 W/MIN '2 - 0.149' :):A k 3.d' LONG W fes 2x4 FRAMING ON A SIDE ENTRY OR COURTYARD ENTRY GARAGE, THE FULL STLD QUANTITY GIVEN GA5L;= r.�'OT 0 ;6' CC, FA5TEti O53 11/0!31' NAILS IN LA ba ON THE EA:ER SCHEDULE S-tD'JLD 6E INCREASED BY I. �q CHORG' WITH D;A X 2.5' LONG Wim NA!Lb Z-'4 CONTiN' OUS 2 - SEMCO 6' OC ON EDGES, 12' Cl-_ IN F;ELD. - - - 4' HCPLL - B SEE SHEAR,JALL DETAIL FGR `El;IEAR,::. n NAILING, CA0�5or ,txUlR •ttiA!5 ' DOUE+_E STUD .. WATERPROOF BARRIER _ I W - 1 I,_4. • 6 x 6 - WIA x LUTA L LF CONNECT STUDS TO S ,r BOTTOM PLATE WITH 2x4x9 SYP LATERAL STUD JWA_' F OR � W4 W I L FOOTING 6ECTI 3 ANCHOR SHOWN BRACE A 491. STRAPPING INFO � IN TABLE 5ELQ'W. 2 0.162' DIA X FOR STUD WALL p -j (TYP GF D0.45LE 3S' LONG WIRE NAILS AND GAR±E TO _ -- ST'UDS AT EACH CND THROUGH BRACE INTO TOP PLATE, REE 21x FT N0.2 SYP' 1EOTTOMIts OF SaEARWALL) EACH TRUSS SOT CHORD FRAMING PLAN. PLATE CONNECT TO STUDS FER 5�.HEDUL E FO'Jt�I:aATiON ANCHOR PER CONNECT BOT PL TO „ IN 2nd STORY 9W SLAB OR STUD TO $rHEO' w _. J CONNECT,,DSL•STUD `E � 4' r� TO.le! STORY DBL 87UD W/2-gEt-1G0:' - SLAB WITH:ANCHOR SHDILN RTFGA836 LU/24-10d IN TABLE BELOW GfcA 1. - 8 M 6x6rlW1.4xW1.4L4P _ FINISH IN ' C�,4�l�� EI�lt7 SR�CiI�s �T,�i1.. �� ... / ,2 MIN a UNLE55 THIS WALL i$A 3/8 ■ 1'-0' 9HEARWALL,NO SFzC1AL n r c r ATERFROGr . ARR!E>R 'rCCTIN� TG AR ON . W H F, 'JyD5TU QED SOIL 16' « C (Q CGNNcCTIONS ARE INQUIRED 3. 4 GONTINJ..'.;S � ' IN ADDITION TO THOSE CALLED v FGrZ ON THE FRAMING PLAN. 4' . 4, 8+•+ .4FLL ri°�.I" 5Llr DEtAC � TYPfG 6 x b 11H4 x W. D5L:5TU TD. :. BOTTOM PLATE DBL 5TUD , # BOTTOM PLATE TO SLAB TO SLAB ' UPLIFT CONNECt1ON SCHIEDU EE WATERPROOF BARRIER 4' SC�P� W/ 24-1�d AND 5/V BOLT DfTAiL 5=mco QTY-51Zc CONNECTICN CL"o STEP ZeCTION 2 TFF4 W/ 10-Sd 1/2' BOLT W/ NO, IW,4 &LL'ARE FA5TENERS SPACING LCCAT4ON . 3/8' • I'•m' - 5' SQ, WA�Ji-IFR A EXT. >aLPTI (or) 10 - 8d 1 EA, TR'J99 TRJ55 TO TOP PLATE 5PS4 W/ (p-5d 5/8" TRUB0LT W L` r i 8 - 6d 2 EA, TRUSS � L �' 5Q. lL'ASH R Bis. WALLS TPF4 0 - 8d 32' STUD TO TOP AND HOTTOh9 PLATS (LINO) I 2' 90. WASHER .48' 50TTOM PLATE TO 6LA5 NarSs: 1.SHEARUALL SHALL 5E CONSTRUCTED WIT"'1/I6:065 FA5TENED TO 2x4 STUDS SPACED AT 16' H Tl ! 10 - 106 1 EA. TRUSS TRUSS?O_TOP PLATE OC.NAIL WITH 0.131'DIAMETER X 2,5'LONG WIRE NAILS AT 3'OC ON EDGE5, 12' OC IN FIELD, RTPGAS2.4T 24 - Imd EA, TRU59 THIS FRAMING DETAIL ALSO.APPLIES TO 1NTERiOR $HEARWALLS. O TPP4 10 - 8d Ib' STUD TO TOP AND 50TTOM PLATES 2, 1F AN OPENING OCCURS WITHIN A$HEARWALL,AND 15 SHOWN AS SUCH ON THE FRAMING PLAN,THE T BO 2' 50, WASHER 32' BOTTOM PLATE TO SLAB SHEARWALL HAS SEEN DESIGNED EMPLOYING PERFORATED $HEARLJALL ANALYSIS, FROVIDE 5*-IEAR'J;ALL ALL INT. HCPLR/LL 8-8d 2 EA. TRUSS TRUSS TO TOP PLATE NAILING PATTERN ABOVE AND BELOW OPENINGS. NO SPECIAL ANGHOr�AG£ 19 REQ'U!RED EACH SIDE SRC, WALLS 4 10 - 8d 32' STUD TO TOP AND BOTTOM PLATES OF OPENINGS EXCEPT A5 GALLED OJT ON THE FRAMING PLAN,PROVIDE ONLY THE ANCHORAGE ( 112'x8' A5 2' SC WASHER 48' BOTTOM PLATE TO SLAE3 05_5 ROOF DECK. N-'!L 6' GC PRE$CR:EsED ABO VIA, HDI7TI (or) ! _ 1 EA, TR'U59 TR'U59 70 TOP PLATE ON EDGES, !2' OC 1N FIELD (UNC) ALL WSPLR/LL S-6d+2-106 TOE 2 EACH 78.159 WITH -E0.5, DIAMETER X 2.5' HEADERS TPP4 10 - 8d 24' (MIN 2) TOP PLATE TO HEADER LONG WIRE NAILS, 12' T AB24 14 - I0d VERY LI£ArJER STUD E T LONG, D T d - rpEVERYNAE HEADER STUD J 1-44 CONT - NOT REQ'JiRI_DSTUD SHORTER 16d 6 _ HEALER SUPPORT AND TO FULL $TSD TRJ59 ANCHOR PER $CHcDULE� PRE ENGINEEREL ROOF f ' IF USING F!SERMESH TpF4 - EVERY RILL STUD FULL STUD TO TOP AND 60T PLATES TRJbb 4 24' 0C 12 - 8d I EA. TRU59 TRUSS TO TOP PLATE '. ARIES 4' GARAGE T d 1 - 32' TOP PLATE TO HEADER B'MIN r Y _ 2x4 DIAFi4RAGM NAILER. HEXER RTP5A824 24 - 106 EVERY HEADER STUD EADE T A F- RT T FASTEN TO TRUSS TPFfa/TFP4 10 - 6d EVERY FULL STUD FULL STUD TO TOP AND 50T PLATES SHEET ROCK a ! / OTTOM CHORD WITH P'JP5'25 14 - Imd 1 EA SIDE OF OPNG HF'ADER SUPPORT STUDS TO S' AB I F ROtWS 0.149' DIA k it . 12' MIN 6 x 6 - W1.4 x WIA LJWF 3.m' LONG WiRE NAILS ALL TRU59- THD926 !or) 22.10d IN GIRDER DG'J5LE 2 x �NO2 SYP SOP PLATE. FASTEN AT 4' OC (TYP), R'J55 CONN 1 EA.TRJ99 TRU 55 TO GIRDER/TRJ5R TO HEADER W/ROWS 0.149 D;A X 3,0 LONG WIRE + �?:^`;.: ' THD926D 14.10d IN TRUSS NAILS 16' OC 5TAGGERED (UNO), MIN 24' !LINO) WAP W/MIN 12 0,148' DIA X 3.25' LONG 6' OPT.IXTEN31pN WATERPROOF BARRIER H TI ( r 10 - 8d 1 EA. TRU59 LIRE NAILS I LAP. IN BRICK LOCATIONS b 2_«4 CONT FOR b•12' UNDER I STORY WALL ALL PORCH TRUSS TO SEAM ^/16' 0515 OVER 2 x 4 STUDS ON IFNIDCK PLAN . , TR'J5$BOTTOM CHORD TRUSS BOTTOM CHORD �ICPLR/LL - .TFbJ +0 16 TEN 05=3 3-04 CONT FOR b•I6' UNDER 2 STORY WALL Sr:AMS RTPGA824T 24 - 10 2 EA.COLUMN POST BEAM TO COLUMN POST - ' OG. FAS (LINO) DIA X 2,5' LONG WIRE NAIL9 SHEET ROCK EXT WALL C MCTI -14 DIAPDRAGM.FASTEN GMF4 /bb 17 - Imd I EA. COLUMN POST COLUMN POST 0 SLAB SEE' N Fz:: LL, 12' OCL IN FIELD, 3�a' • I'-a' •• TO TOP PLATE 11112 2 RTpGA824T 24 - 10d 2 EA GIFCF-k OR BEAM GIRDER OR BEAM TO STUD SHS ROWS 0,149' DIA k FOR 5H_ARLALL NAILING, M 3,m' LONG WIFU SGP3 24 - 16d GIRDER $TUD GROUP GIRDER STUD GROUP TO SL A5 NAILS AT 4' OC' 1/2'x8' AEi(or] 2' 90 WA94R -f-FASTEN EN DIAPHRAGM To 2x4 1/2, EPCXY A9 SHOWN ON PLAN BOTTOM PLATE TO SLAB NAILER WITH I ROW 0.148" O Z' $Q WASHER FASTEN TOP PLATES TO DIA X B& LONG WIRE NAILS GROUT BOLT EACH OTHER WITH 2 ROWS T 4 OG lt'rP SpTH HAILERS) I. CONNECT TOP PLATE TO JACKS 7' LONG OR SHORTER WITH 3-10d TOE NAILS, OF 4 - 0.148'DIA X.5.0' SHEET ROCK (TTP) 2, CONNECT GABLE TRJ55E9 TO TOP PLATE WITH RTFGA824 W/12-10d COMMONS • 48' OC,LONG EACH WIFE NAILS BETWEEN 3, ad , 0.131'DIAMETER X 2.5' LONG WIRE NAIL, 10c1 • 0.148'DIAMETER X 30LONG WIRE NAIL, EACH STUD. 1.16' OSS ATTACHED TO 2x4 STUDS AT 16' OC.FASTEN WITH MIN x,131' 12d 0,148' DIAMETER X 325' LONG WIRE NAIL,16d 0.162' DIAMETER X 3.5' LONG WIRE NAIL, 2 x 4 NO,2 SYP PT DIAMETER X 2,5' LONG WIRE NAILS SOTTO PLATE H E • _ ...AT 3' OC ON EDGE, 12' GC IN FIELD, 5 r�EpULC OR M FOUNDATION ANC PER 5EE LEDT E I,FOR r 4' EiRICK LEDGE DETAIL � ' FINISH 8' MIN /� y� r p ALTERNATE N ERIOR ("► G 12'MIN RADE xb 14xW1.4LL116F 34' . t FOOTING TO BEAR ON BAR,RiER FIRM UNDISTURBED 501L 12 -. • F NOTEI THIS INTERIOR$HEARWALL DETAIL IS INTENDED4 CONTINUOUS HEADER ] � r" � WATERPROOF er ti/ 1 � :CONCRETE C 1 E 1 ` O 1 Eti./ OR USE IN AREAS t1�••IER£ THE 9HEARWALL RUNS PARALLEL TO THE TRUSSES, THIS IS LENGTH NO, NO. � 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS • AN ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. HEADC+R FULL 1FT) 5TUD5 5TUD5 TY'MCAL tJ�,4 L §"CTI 2.CO PRI (TECO. 16 2 3 ?.CONCRETE GOMPRE991VE STRENGTH FOR SLAB 2,500 � . PSI (UNC). 3.ALL REINFORCING STEEL SHALL BE A5TM 4615 GRADE 60(UNO). 2 I 2 4.ALL REINFORCING STEEL S:-IALL HAVE A 00 DEGREE 5ENI] AT CORNERS WITH A 25' LAP. 5.FIBERM RE IS AN ACCEPTABLE ALTERNATIVE AND SHALL FRAMING 1 �0 1 ` 3 1 2 DRAWN $Y: NOT REQUIRE 1JA:1F,EXCEPT WITHIN 3' OF EDGE OF SLAB NOT CV. AND WITHIN 2' OF CENTERLINE OF THICKENED 5LA3 SECTION.STEMWALLS REQUIRED NO WWF AROUND 4 I 2 PERIMETER I,CONNECTOR SELECTION AND FASTENER SCHEDULES r0 1 2 DESIGNED BY: 6. A FOUNDATION ANCHOR(MUD91LL ANCHOR,ANCHOR WERE PRODUCED ASSUMING STUDS OF SPECIFIC GRAVITY HOLT,DRILLED ANCHOR, ETC,)MUST 15E PLACED WITHIN 12' GREATER THAN 0.40:SPRUCE,DOUGLAS FIR, SOUTHERN wvl - OF ALL EXTERiOR WALL CORNERS AND LOAD BEARING WALL PINE,TIM5ER9TRANO L3E LSL, (v 1 2 SCALE: F_ND8. 2. CONNECTOR SELECTION AND FASTENER $CHEDULE5 '1. THE FOUNDAtION ANCHOR SPACING SPECIFIED IN WERE PRODUCED ASSUMING NO,2 SOUTHERN YELLOW PINE x 5 1 2 - THESE DRAWINGS PF�CLUOES THE NEED FOR ADDITIONAL DOUBLE 7OP PLATE AND PRESSURE TREATED NO2 FO'UNf7AT10N ANCHORS ON EACH SIDE OF OPENINGS. SOUTHERN YELLOW PINE 150TTOM PLATE. UPI_ 1 2 OTED � i 8,MASONRY STEMWALL,SECTION 2,MAY ISE USED IN LIEU . 3. SUBSTITUTION OF UPLIFT HARDWARE,EXCEPT A9 DATE: OF MONOLITNiG FOOTING, RECTION 1. -PROVIDED FOR HEREIN, SHALL. BE APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO INSTULATION, I. LENGTH REPRESENTS THE NOMINAL WIDTH OF THE WALL OPENING, CONTRACTOR ACCEPTS RESPONSIBILITY Aur 2� I��� 4, INSTALL SCHEDULED BOTTOM PLATE ANCHOR(FA3, FOR DETERMINING THE ACTUAL LENGTH OF BEAM OR HEADER REQUIRED. S. �7•,T ANCHOR 5OLT, OR WEDGE ANCHOR)WITHIN 12' OF 2. INTERIOR BEARING WALL OPENINGS REQUIRE ONLY ONE FULL LENGTH STUD AND ONE JACK STUD ON EACH JOB x+IO. EXTERIOR WALL CORNERS AND WITHIN 12' OF EXTERIOR SIDE OF THE OPENING, DOOR OPENINGS. 3. EXTERIOR NON-15EARING OPENINGS MAY BE FRAMED ENTIRELY WITH 2x4e.NUMBER OF REQUIRED FULL _ LENGTH 57111aS SHALL•V.'B5GRBE TO SCHEDULE A50VE.U5E 2-f'LY 2x4 WITH 1/2' SPACER FOR HEADER, IP SHEET NO. 5TI. of 1 Q m6t ✓io f teA- Sf'