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9th Street West 66 a A kn TH 5 LA,N H-AS A ,=.=== fz; EAD �'�r M ILI PROVIDE (2) TPP4 AT TOP v 3 BOTTOM W/ AN ANCHOR Q BOLT WITH-IN 6" OF EO6E3EEN � x FOR HOLDOWN v PROVIDE (2) TPP4 AT TOP _ 6'-5. II'--f° ��_ 6-4" 2' 6.. -I ILI d BOTTOM W/ AN ANCHOR A/C BOLT WITH-IN 611 OF I PaE I AIC,HOLDOWN }{B, MTS27E3 FLAT ORK WP _ - - _ L - 54-1 50Sf-I3 50 LL R 5 5' 5L. GL. DR. �r61t // AUG 91996 �►P,�p.RpV p � ° �. m / CITY ,CF OLANTIC AC H Tim 1 / Building andIoning BUILDING Olrf"� O -A\STER 21011 / AUG 2 19 < Nit'-4" 5'-6" 0 12'_2" PHONE l E3 E D ;;\ VINYL _ /� O. , IL VAULT GARPEI" ROD -- L:3o3'0"B/F 3 to"B _ I �� I [L © © LLI _ I _ I 0 0 � VAULT MIRROR O O N y I ROD 3 SHELF I J N 1 1 a o v v X t � o— 2' u Rov 5' d CARPET N ( a _ Ma.cJ 5rOuB� — I� � El! cA [a VINYL i HFV�SRM SPACE! ONLY NO DISHWASHEF2 BOTH 7 fit a �` I KITCHEN ELEVATIONS BATH v �- I 2 8 �tAN I TY'S �n 8 GL 6. I CP 1 CARPET 21611 4 ' r "B/ r m I 2 I \ 2161! I = H U �� N -4 o Q I I I `� M - SHEP�R WALLS h�lf�l1�ED ®:3" o.c. m 3' tr 2' I 1 _2 o =SHEAR WALLS NAILED 4" O.G. ED&E NAILIN0 12" FIELD_NAILING• . I �` -- SMEAR WALLS " a ' VAULT ►NAILI~>� ® 6 O.G. 'f . HONE I l A � :: HD5A OR MT52,i7B'HOLDoWN WITH--IN 12" OF ENt7 OF SHEARWALL5 (As` NOTED). ' I p PROVIDE (2) 2 x 4'S ATAGH HOEDOWN LOCATION. ' I. FOR ALL 5TUGCo/F3RIGK/LAP SIDING AEA FOR SHEAR USE 7/16 CARPET � s 0.5.13. W/ &D COMMON NAILS AS NOTED'. FOR ALL 4' X &' 51DINC7 USE 1/2" PINE 'SID[NO FOR SHEAR AND NAIL W/ 6D NAILS AS NOTED. 32" CARPET 24" " " ,i uRYlrR.II I — 2. USE I/2 X to ANCHOR E30LTS ® ; ,A(2_- O.C. Dov L_ _ .JL.. -- -J Lr �. J L_. _ ._J y'u I Q 3. FOR ALL BEARING WALL FOR BOTTOM PLATE H/1^l f-f/y�( r�. 5P. I u, N CLIP 5TUD5 a --32",0,C,. W/ TPP4. 10-8D NAILS, (SEMGO OR EQUAL) � 0 5HEETIN6 MU 4" GU S I 4. FOR ALL BEARING STUDS AT TOP PLATE USE ! 0 (1) TPP4 ® 32 O G. J4�8D_NAI J_, (SEMGO OR -QUAL) i GEI IN6 DE SPACE I �' o �ooF DECK FOR o - S. FOR ALL HEADt-RS USE (1) RTP18836 STRAP AT EACH END. �! 2 t rfNL ;.' . Q 6. STRAPS FOR GARAGE DOOR HEADER 5T22 STRAP AT EACH END. W r -1 sEMGO OR EG}UAL r T2'X4' Eo 7. FOR.HURRICANE~ CLIP NOTES SEE CLIP DETAILS. 5CUT I OIO 8• FOR DETAILS P> EASE SEE DETAIL SHEET L _.._ �. �. J — 4�_4u q. USE 5/8" X 6" RED HEADS ® 48" O.G. W/ 2" WASHERS ' (` FOR ALL INTERIOR DEARING WALL5: (I/2-" BOLT 5L8" SLEEVE tt e' GL'F I K I T. I 10, FOR ALL INTERIOR BEARING TRUSSES USE CLIP ON CLIP LIST �A RA I a' CL'6. I FOR ATTACHMI.;NT TO THE TOP PLATE THEN AT TOP PLATE USE USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 N ARPET USE 5/8" X 6" REDHEf�>75 ® 48" O.G. 1^l/.A BE Af;R C"FOOTING ' wo OF 8" X 16" W/ (2) 4 RSDS GON`T. 12" BOTH 5 8" SLEEVE - VINYL - •• x �,-• iL II. ALL ROOF= 5HE�TIN0 TO BE 7/16" O.S,B. NAILED L Q. AT 6" O.G.. AT THE EDGE AND 12" O.C. __l _ SHEET GEILIN& OF ENTRY W/ tt IN THE FIELD. (L W 1/2" B/G &RADE PLYWOOD TO 1 tl a 12. ALL BEARING STUDS TO BE 16" O.G. AND To E3E S/P/F CREATE A DIAPHRAMI~.NAIL 4" D.G. O m UNLESS OTHER S D COMMON NAI S. yVl E NOTED. NAIL 12 M NAIL -5. X 6 WALLS o Eo 13.. ALL HEADERS 6' OR LESS TO BE (2) 2 X 10 W/ 1/2" PLY'W. STRAP HEADER TO CRIPPLES , l8/2TIPLY W. BET y+(,EUNL SSE OTHERWISE)NOTED. � W/ A SEMGO RTPFAB36 " 4 D AGH END 5' GL'6. VINYL, � { . --- - -- WP 16' 6ARA6E DOOR W/ 0) 2 X 12 ASV. in SIMPSON PA51 m �a - - _ FOR TRUSS B��A I NC POINTS UP TO PROVIDE (2) TPP4 AT TOP 15 EI v TRAP NS Q S AN UPLIFT OF 1556# USE (1) r ;{ 4 BOTTOM W/ AN ANCHOR - BOLT WITH-Ely 6" aF ED51r - HDP2X (SANIBEL STRAP) FOR 111 Iu 3 " (2) 2x10 ACR-055 FOR BEAM r5K5050 jj _ FOR HoLDowN _ THOSE BEARItgo POINTS Q --i _ 18O" 4'-C)'' 2�_Ou 8.,+'_Dw 2'-0r' > PROVIDE (2) TPP4 AT TOP - BOLOT W�TH-N 6 OD v ,M W AN ANCHOR FOR TRUSS B �ARINC POINTS O u ED-O FOR HOLDOWN # O OVER 1556 �N17 UP TO -1L 1112# USE (2) T522 CLIPS AT EACH BEARING POINT IL '� r (ONE ON EAG4-1 SIDE OF TOP PLATE) FOR TRUSSE R�WIRINC HORIZONTAL Q ELECTRICAL PLAN - CLIPr Q � r� LOO FLAN T MOVEM ..�E (I) STG24 FOR A MAX. UPLIFT OF 545#: z 1/4" 1'--O" 1/4" = 1'--O" ALL HURRIGAN CLIPS TO BE SEMGO OR EQUAL O -71 N Ut 111 1ROOFTSH� -- 501-01t 41-011 � ------- `- ' „ 41-0” 10,_511 51 X, (O' W-4" v PIVERTE F . — V LU - ELU I I w 4 G ORNER BD. �� - I Ix i I o Ed 4 X8 ( _ _ VERTICAL � I `l I 11 � I '�0il �. . FRONT ELEVATION 4 I / 4" MONOLITHIC, GONORETt SLAB W/ I F I BERME5,H CONCRETE OYER 6 MIL ( Q O VAPOR BARRIER OVER GLZ.AN TERMITE I J =t TREATED FILL DIRT W/ THICKEN E7CE5 8" X Ib" W/ (2),% #q- RODS GONTINIUDUS d4 X 4 TRIMALL INTERIOR DEARIN& 4' X 8' r Q FOOTIN& TO BE 5u X IV' by (2) #4 IzOD5 GON'T. I Q II , I II LEFT L CATION D 1 /4 I � IGUR6 � I I I I v, I � � • I THICKEN 5LAi3 8" X 12" i4 ROD GON'T. I I U I I X4TRIh1 3D5. (TYP.) 4' X 8' I ( VERT I GAL. I I I I w THIG N 5L.AB X 12 I = ly I #4 RDD GON'T. . 1rt�rB.STRAP w/ Q �.... �. ....1 Q .. . 1 � I � � I .� 15 IbD COMMONS RI-OHT ELEVATION / 2'-0" �}'-o" OL m �'—o" 8'-0" ,> Fs: LL ROOF 5H 50'-0° F— a D I'VERTER I i 1 1 I 0 � LL FOUNDAT I O� FLAN 1 /4. V�RTIGA a IX4TRIM E3D5. (T)"P.) REARELEVATION � -1 /4 I -oil K1, , _ R r `. NOTE: FROM TOP OF BLOCK TO TOP OF - L �taT FOOTING SHALL NOT EXGED 4'8". NpTE: I ��zxd OR 2x6 sTUDs C - - - . . �1eq VERTICAL 2'x2'xl/8' WASHER RE5AR AT ALL A� • ALTERNATIVE CORNERS RIIBAR ATL 2x4 OR2x6 04 BAR 6 48' 2x2'xl/5' WASHER CORNERS v_ ' x i, r 2x2 xl/8' WASHER - b" X 1/2" ANCHOR BOLTS O.C. VERTICAL -P.T. 130TTOM PLATE= (5EE oRAf'F{ ON PACE W10 4 DOWEL n P.T. 50TTOM PLATE �I -r IBA FOR 5PAC IN6J • INTO 5L45 a IF OVER (4) FOR ANCHOR BOLT 5PAGIN6 `n II `r #4 REBAR VERTICAL 48 O.C. OR j POR ANCHOR BOLT SIZE lu 0445" o.G. W MINIMUM A DRILLED IN II I� b" BEND AT BOTTOM INSERT I/2' DIA- COURSES OF SEE CHART * - �c� ria rJD� s SPAGINS SEE CHART J I EMBED BAR.6" W/ 12' LONG `? BLOCK ARE 6x6-10/10 W.w,F. OR SYNTHETIC FIBER IN* FOR TRjjs 5FAN5 OF 50, � W1 12' � 48' d.G. RhQUIRED (I) #a a q'6" WIDTH CONTINUOUS OR MORE ONLY ROD MUST BE 6 X 6 - lO/lo W.W.P. 1 INTO FOOTING AFLOUND PERIMETER / 2'6" WIDTH CONTINUOUS ONLY - OF TOPt- BLOCK1.4 GOMPAGT)~D FILk I1 ....- _i - - - Q ^L� �F5 DEG- (MIN.) - I IIL` - I I--.it 11- 1 I IE I=�=1 I I--III--1 I ISI I I�I I _j j f I ISI I( W CMUJ STEMWALL _- _ - - i _ L . " - - W/ ,ALL c�LLs L• at a' GhtU 57EMWALL CONCIRETE FILLED a :W/ ALL CELLS — *4 RERAR VERTICAL L _ ANP RODDEDLLI CONCRETE FILLED 1--I I I -•I 1 ISI II I- 48' O.C. W/ MINIMUM �1hf I I -Tll - II o I ,� b BEND a TOP 4 I�- _ _ i J I x -11 L=I�I III —_I�ITfI(=_ i BOTTOM =IIf T iIII= II ���I II _-COMPACTED FILL I '` Hi I I_.�I 11=1 I i� � . y 11-1 I I=1 I LEI 1 I I—III=1 I I-_►i I I MI 111 11= j I I I=1 11=1 11=1 I o .� a ll I�rr1 i f1�f [rrr>� 7i I�-r-7 } 1 ILI 11--•-1 IM I I 1 TI 11= I iI i0 I 1I I ��N I I l III`_ I I I--I I t III I (2) #4 REBAR FOR ONE 5ToRY III=I I 1=1 Ih_ I I T 11—I I ISL I ISI _ - lTI �ITI BST T�f=-I - 1 I F_ I - (3) #4 REBP�R FOR TWO STORY v ° (� #4 REBAft R -- �I I AROUND PERIMETER � II W a: a Z II . i _ _ I. I I _ BE=ND OUTSIDE !L (2) #4 REBAR OPT. BRICK LEDGE �II-T ^S 12' REINFORCING BAR L �. _ ._ ._ _. I AROUND PERIMETER W/ (1) #4 RNOTE-: FOR A E _ 25' AT CORNER p = 4 I BEND OUTSIDE AROUND PERIMETER I—I i I - ( ONE STORY ) i 0 1 ., :. s J REINFORCING BAR _ 16.' ___ 3r Z o A O •III--III-- TWO STORY Ual~ I I J.I I- 1611 , � O 25' A7 CORNER I—I I —III TWO STORY ) B R I 'I�I ��__.�_.( ONE STORY ) o I I (3) #4 RE A T i Q a I ►�� 11T( (- I = rrIr>7-rrTr = rIY ���=rlr= _ i= =� gym. � . - L FOR TWO STORY USE / .. J ( ) #4 R1=BAR �[1—Tll=iIt Ct[__ 1Z_�It1 l>1 1tlllLlll 1T1-T1L1r_�iTl=ir[WTII_ L l ( TWO STORY ) .r FOOTING; IDETAf 1I FOR d ONE STORY )Y` .-.. � I E� WALL a t I , .� . 20" olol~ l oNLu RSA. 1. ` -.1• - _ i It`I ;. -� -- U Lw L+ Oil&T RU G T I O��l ` lu �_ - .,iti_ _. .....-.— —(z)2x6 TOP -�(2)zxfo TOP PLATE I ' NOTE: IF 5TEMWALL IS LESS THAN THREE BLOGICS GARS DOOR f` GARAGE DOOR FOOT INV MUST BE A TY�O STORY SIL I^ I ( HEADER ^�{EADER t— s TO ADD DEAD WEIGHT r:# STRAP FOR UPLIFT —5TFZ4P FOR UPLIFT F , .�:.. CONCRETE I-�aorlNsLOCK t _ l ,.. 2'x4' P.T. PLATE '. II Ir- < marl 2x4 STUDS 16.' O.C. l3)2x6 FULL LENGTH �$..:.. caritlNuous 2x�F SCAB — -(3)2x6 FULL LENGTH FROM TOP TO BOTTOM - rI_- ry GHORL7 TO SERVE AS 1 .1' GARAoGiE DOOR (3) 2x6 (2J 2xd� UNDER !2)2x6 UNDER t•'. —NAILER FOR X-15RACINc, FI AI21=tom Ei GARAGE DOOR b' ON CENTER (•3) 2x6 FULL LENGTH HEADER I I 111 , — 6 t(T S --- - —— x (2)2x6 UNDER GARAGE -t/16' O.S.B-NAILED ON GARAGE (3),2x6 - NO'rcH (5)2 � p O • BOTTOM CNOF� OF 1 1 _ IN5IDE STUD,FOR HD-5 -f F GABLE END T"5 DOOR HEADER II FOR 12` RETURNS CEILING 'IF NOTED' .; I I L 5 IJDS NAILED PER FLOOR PLAN DOUBLE TOP PLATE 1 12` THIGKENED..51_AB ACROSS L45E EXE T n Ir I OARA6E DOOR:OPENINo, F • a BUCKS FLOOR R BlJ _ y EACH r: 12d NAILS s 8 OZ. a f I I t4 L R �. � - - 1!2 PLYWOOD E I 1 t •.� o L � �. s�D� NAILED A7 _ l3)I2d NAILS I 3 OG-ALL EI7CxEb p it - r ti avTTOhT G✓IORD h"), M1 ANCHOR MUS' HOLD A • ANCHOR MUST HOLD A - r• GorIMaN 7th 135Eb -... _ o / I F.T.2x8 PLATE _ --MINIMUM OP�57OG+# FOR aa' OZ. �- PRovl[7E GLI 1 I P.T. 2x6 PLATE _ ��o1Nf'LAiEOF�56H of POFi - 1/ WITH A MINIMUM ANCHOR MUST HOLD A OR 4600# FOR 8 � �- OR 600# IOR ' NI 400 MINIMUM ( �. OR 4600# FOR b' OF SHEAR I Q MINIMUM OP.5700# FdR PLATE HEIGHT PLAT!~ HEIGHT { ' \ I l0'PLATE HE1eHT I I -4' CONCRETE SLAE5 ��, I ' 2 X 4 BLOCKING I r d' GONGRETE SLA15 OR 46aa# FOR b' a 45' 0.C,. BF-THEEN PLATE I IEf6HT II , OABLE END TRU55 !r: (3)I2d NAILS I —. _ ._ (2)#4 IN BLOCK CELLS CONTINUOUS 2xAx.8' AND FIRST COMMON nn { '2 5YP LATERAL TRUSS I 22' -- --- I GARAoe ..w (� AT ALL 06RNERS• q fl AT ALL CORNERS `. 3R4CE + 48' 0�: D00R OPENING L_ — — ---- —T-- - —_ --- -- -- --�' CIaNGf2TE pOOTIN CONCRETE i OOTIN Y S. I Ol'� 1 I_IG O -•�--e I I �T"�1 - + rHIGK1~N5LABACROSS (I + I THICKEN OPeN4GR055 ,n ANCHOR MUST HOLD MINIMUM OP-� J Et76E PP 0P1=NINE '-'3 P CD�•E OF OPENING V 1 5RACE TO G,45L� E F!'WJE✓ 5 ioO# i=oR I& PLATE TE- HEI OR 460D# FOR e>' PLATE- H1"IEHT ` TFPW65 - fi�L ATFOF�M FRAM INGC „ GAFAG$E ID OOF ELEVATION ��i��4�� D oO� ������f Oil ts� � DETAIle. at NIA RETURN OF I2 " OR L_ESS, FIBERGLASS ROOF SHINGLES-� FIBERGIA55 ROOF SHINGLIrS-�� _ **22" Y I F BEING U5ED 22 MIN ONL � FOR- A SHEAR HALL" -7/16" o.5.E3,. ROOF SHEETING x/16" o.s,B. ROOF SHEETING OVER l5:LBS. FELE OVER 15 LBS. FELT _ BLOCKING•fZF0UIRED - i PRE--ENGINEERED TRUSSl=S 2X4 BLOCKING BETWEEN OUTRIGGERS - . 2 O-G. _ PRE-ENGINEERED TRUSSES— �'-_ � � 4.. SHEATHING JOINT 2x4 OUTRIGGER 'HULGANE CLIP ® 24" O.G. �� FROM GAE3LE H-23 OR EQUAL - _ 4 R SEE CLIP DETAIL FOR MORE INFO.— -- � a 24 O.C. o 48 O.G.. 51^E CLIP DETAIL FOR MORE INFD. _ - END �� - -- __ -- x/16' STRUCTURAL U-RANGE 2x4 BARGEE - -_ -- ----_-_-- 2 X 4 DOUBLE TOP PLATE � , ooF SHEATHING RAF7>5R CcoNT- 2 X 4 DOUBLE TOP PLATE -- - _ R I X & FACIA BD. W/ METAL EVE DRIP I X 6 PAGIA BD. W/ 1�tETAL EVE DRIP "v~ d � X 4 SUB-FACIA �.. � �- R-30 ATTIC IFISULATIDN SHINGLE S',TRIP 2 X 4 5UE3-FACIA � R--50 ATTIC INSULATION USE.(I) TPP4 OR (I) PB524� CLIP AS NOTED ,� 5/8" SHEETRDGK '- (1) TPP4 OR (1) FB524 CLIP AS NOTED - " SHEETROGK IO-SD NAILS) SEMCO OR EQUAL FASCIA 5/8 ( t 3/P�" VEN•'FED PLYWOOD 5OFPIT • �_ I `• _ (lo-8D NAILS) 5F-MCO OR EQUAL !3/b" VENTED PLYWOOD SOFFIT % ;- �� / vx8 0' O.c E TOP CHORD OF - R-II EXTERIOR WALL INSULATION -GABLE ENID TRUSS —R-11 EXTERIOR HALL INSULATION I X 2 PT DROP 3 1/,2' 1 X 2 PT / _MAX , -7/16" APA APPROVED O.S.B. �- SIDING AS'SPEGEP - �� I OVE-RHAN& CONT. 2x4 SCAB �j �- - AS SPEGED FDR SHEAR STUDDING AT FA n 2x4 SCAB \ ( / FROM TOP' TO -1/I6 APA APPROVED O.S.B. SIDING 4 X 8 VI=RTIGAL SIDINO V A � N 1 BOTTOM CHORD 4 X b VERTICAL SIDING FOR SHEAR miaLr= STUDDING AT EA _ t30TT0 OP O 19 X-E�RAc INC :-'�END OF A SHEAR W,41-L #5 ROD RUN IN FTG- I' THE TURNED GELORD �' (PROVID)r: ,_#5 ft00 RUN IN FTG. I' THE TURNED (1) MTT2� OR (U FiD5A HOLDOWN ® ` UP THRU E31.OGK AND INTO SLAB I' a ! FROM GA �ADDITION�AL 2x4's "� AT VERTICAL IF (AS NOTED)MTT28 OR HDSA HOEDOWN UP THRU BLOCK AND INTO SLAB I' EACH END OF SHEAR WALLS FIBERMESH �. �l Lu HIGHER THAN 48', EACH END OF SHEAR HALLS / >=IBERMESH (IJ TPP4 OR (I) PB522 CLIP AS NOTEI7�.._ OR I2d NAILS (SEMGO OR EQUAL) W;W.MY� �__4" CONCRETE SLAE3. air TO FORM SAN 'L' (I) TPP4 CLIP' AS NOTED OR _ ---q.�� CONCRETE SLAB TYPICAL A7 . I SHAPEJ (SEMGO OR EQUAL) W•1'I•M• _ FOR ANCHOR BOLT SPACING = - 6 MIL,VAPOR, EXRRIER X-BRACING: . j SEE NOTES 2 7- v 2x4 SCAB IF FOR ANCHOR BOLTS SIZING _ VERT. UJEB 15 AND SPACING 5EE NOTES #2 �6 MIL VAPOR BERRIER NOT PRESENT5" MA50NARY STEM HALL H/ _ FILLED CELLS .I (2) #4 REBAR AROUND_; 12' BOTTOM c:HORD of - --- - - - -fC�ABLE EMD TRU55 (2) #�i• RODS ' --�--- � . •a• PERIMETER BEND - COMPACTED, TERMITE TREATED FOOTING . �I •�••, OUTSIDE BAR 25" 1 GLEAN FILL DIRT LL -- __ CONT. THRU GL1M�N FILL TREATED AT CORNER CONT. 2x4x8 02 5YP / �—(2) 2X4 TO)P PLATE V r Y, k's) C LATERAL BRACE f 8" X 16" CONCRETE -�•- �� F- e 48' O.G. ," i� 2x4 STUDS; UNBRACED LENGTH OF X-BRACING MAY /: _145, O.G. NC � FOOTING ti NOT EXCEED 10 FEET, IF I .. . � � :�-. � . •.',); 2x4 BLOCK NG LENcHT DOES EXCEED 10 FEET, / _ ADDITIONAL SCAB 15 REQUIRED. AE O.C. DEf:IR5T GABLE AND FIRS) % ,1 TRU55 r FOR STUCCO ,4PPLIGATIONS 7/161, 0.5.8. MUST SR RUN FOR 5T1JGG0 APPLIG,4TION5 7/161, 0.5.5. M115T 8R RUN CLIP 48' o.c.-' HORIZONTAL. IF STUCCO APPLIG,4TION 15 HORIZONTAL. IF STUCCO APPLIG,4TION IS ;,?•, CLIP MUST PROVIDE BEINo U5E- FOR SHEAR THE WALLS MU5T BEINE USE FOR SHEAR THE Wf�►L-L:S MUST n A MINIMUM 400 LE s. BE $LOCKED AT THE O.5$. JOINT. OF SHEAR. BE 5LOCIKED AT THE 0.5.B. .JOINT. IF IT'S NDT A SHEARWALL. CLIP MAY SE USED. IF 'S NOT A SHEARWALL CLIP MAY SE USED. ' LE ENS TY Imo. w>�LL D T I L 9F'T. MONO NAL+L nETAI L. s