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10th Street 311 r .... REVISIONS BY "NOY 17. '92 17 35. H.A.LILMEN'& Assoc :, N.2 2. 30.92 JK ' MAPSHOWING BOUNDARY- � RY SURVEY OF • . .. LOT 6, BLOCK 13, lifLARTIC BEACIi. AS R.ECOAM IN PLAT !SOUK S, PACE 0 OF 1119 CURRLNT,'PUBLIC RECORDS OF DUVAL COUNTY. �f FLORIDA. � MATG -err H AXIS T!/.�f� ;;� �� -� r i �}-IL1�12�GAI�J1~ G�-IP L� I-AC, =-- -- 2 2- /0 P AZ Val cEt��rz s+lrr, �. 1711.1[ — PROPS t , } I a I _ A4 I.-IM, IN1Uo - r.�. .-.. - l _.._ CMATC-HE lr Am E.Xi ST I HSI -----•---- --- I .1 mak" r PaJK•- _I ��. n I�•.grb.*>''. �; 1 i I • I • ff F " •-•- R. I,/2,'I_ G EDK , R I I I K16LJLATIOU � nd' 4..w{• r 4. • "•'4m. T>. Y9r ' 11 I•mmsp.yM1rlW . ip - . fE, • / . QE t • a �D GIGS' r _ _ • - I- 1 _ .II r. Ar . C.60171 p 15MDANG RIS?K10TION _ � l'I •1 . _ I"1,;1- 7 MUM LIES IN"FLOOD. 6ON9•nx"". BY PLOOG ... c), LL :.• - ...., : �rte; � , .��-._._- , 10.198D A0111L 17, 1989,. COMUN]I'tY PANS. N0. 110075 0001. p ALL INTldtIO BOUNDARY ANCLE$ AAIB 90? R I .. ,. . 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A 4 !til 1� PI-T•�-1-1 ; z' fo" Bu���jr4r a L1/ Y..: 7J 4x4 PT PT , Rory♦~ SY�TE� F.R AVE LIMr—--� up /�t0�1pL Fo �►pAT1 u m Ea5T4J6 WOO❑ F�KJC,> - vIL ORAWN li WR CH@CKF4D U JWPI CATH , �I •zo �9z • FLOOR PLA iii 1=OL:-11� D IOFLAQ QD � As s�°w�FLOOR I- it ,JO NO DEC 161992 19M@IST Building and Zoning / 4. op >$NEE3T9 'WTELECMBBNa1ONAL NO, 186A•24X38o1216 ':� ) I 10-tl' -ST I . _.. .. fi A - S , r , , 7. - - ::'. - ,, r l ' .i } Ir .. - - , _ a - 50 50 . f - . . .. - . . . . i - - - 44L ��E Cdl tJ� -fiC� 1vEE� Ary f}�7�� tc3,-7,4( I... ` I . . I . (15 � � - *- �jEi�C� f:— C I Lt •1 c6 2 7 O'k j Aj_)D' +I(]., 7 t� �T�t(�le l j, 6 l� ;,il - . . - I . f _ _ - • . , EXISTING = P00L-- NOT - TO BE . DISTURBED . - q ,:I _ . . . . .% I i ''.. _ _ + . j _ . I : .. I r . . . �. • ` . . - • ! i.� '. .. .. . . . I . . . I . . . . I � / - .. i I - . . . EXISTING GARAGE a ADD NEW P . T. i W DECK AS REQ . . . . a i - . . • I I . ql j 1 \� _ _ Al �/ 1 ��a ,. . • �, i t i L— - -- -- ___—_ _ __1 __ __; . i ! r3 ,; �, . �� • r _ 0 1 :1 . - I i --- I 1� , 0. . , I - p I i U001 i, � I 0 0 I , �:_::�l �. 9- . I I 1, I . 1. I I , . _ —————— — J- 011 DI ..; . . , :I . . 1. - ,, Q 1; . . NEW CCNC. trJA�KB �- -r- ----- -- 1 �/ • . ,'. . - EXISTING ADDITION 11 HOUSE I 311 . I r i Ij a, - . - - .. �� I :� . . t I 11 -- i e- " I 11 21,-9" / 1 l �� . �� IMPERVIOUS LOT COVERAGE: i 1 4t , - . c FOOTPRINT 4599 F - : . . • _ . - . r r EXISTING PAVING 3110 POOL DECK 962 ��ul���� DRIVE I �,G�; 14� cel S`�n `� Jl' • ' TOTAL IMPERVIOUS 8671 P6,1 �o� os�.yy . - LOT 15000 ,, ;. ',..-. XECEIV-Eu n (,�.5 I �I IMPERVIOUS / LOT 57.8% FEB 5",i_ . �,,�L� •, ' . . city Of A,tIa Ei0' 090�� , rri•�y, 'r' - ' L E G A L . EXISTING i s - DRIVE City of Atlantic Beach L O T 6 t Planning and Zoning Department LOT 8 ' This approval verifies compliance with applicable BLOCK 3 . , ' zoning, subdivision and other local land , development regulations, but does not constitute f . 4 approval for the Issuance of permits. Compliance >> >> with Florida Building Code and all other applicable S U B D I V I S I D N A . . . I local, State and F eral permitting requirements must be verified h r ignature of the City of Atlantic ATLANTIC BEACH 1. . Beach Building f fP al prior to asuance of a . Building Permit. • Appmved°'" u p, t Director FLORIDA. bate: d . - 1. 50 ' S0 ' / - THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 . . . , r . . - FOR A 1 10 MILE PER HOUR WIND LOAD .%� , , - , N T H S T R E E T �- . ., lr. T E APpROV�D ' 1. �� H n TY OF ATLANTIC EAC 'V U160ING OFFICE . . _ , , . M 2 Z S I T E P L A N : I 1. 'i. W ) ` scA E: 1/8" — 1'-0" DRAWN eY J I M G I L L 1 A M REVISED: ." . . L I . � 1 .1 '. 1 "' . . I . I � � I _ ., I - . . 1 . . P L A N o,►re: 02/19/2002 PHONE NUMBER 90a 2a9 0072 r+�nseo: ;; - "I . - I . I I . 1- i - . I 1 . . I.. .. . . I 1. I" 1� . . .. _­ -1 � I - . . ' '. � ". ..�:,' ' . 1 -. � ­ . .. . I I 'll I I S I T E . I 1, . . . S ADDITION TO THE PERSONS' , RESIDENCE . - . . . . . 11 _ - DRAWING NUMBER OF 8 . I ATLANTIC BEACH , FLORIDA ONE ,.� . . . . , , ., . - , . . „.. ;v, . , . „ .. -. . r •� I. , y z . I , , . . . - .' . . . .,.' . . . • - r ti ' . ' - • , , . , . .. . - i . . . . . ' % • . . . .. . . . - .' . I, , . , Z . - `� W �fj+� © 3 . w . NEW DOOR Z • TO FIT _j 6 4 '1% _ � _ 1 ,.', . . : L 3040 3040 4040 4040 I 3' . I FR . 8W . . . . EX1871NG POST _c�,, 7 _ . — — — — — _ __ ().1-1 1 70 BE REMOVED . 17 �--�'�'`� t r_ __ ------- -. ---T– BUILT IN r. LTJ 1 t �r I � tt r -.. - r . I /. ONOWER LMEN ! I I --i �_ I � _ r j ! ; EXISTING GAR I bXb bXb co 2' ' I. , t t . PORT TO BE bXb . . •� 2'4 i REMOVED * 3'-10” ppCl'%5'-2' �� 2' "4M 9' 6- I STEP iv t i 2' r� N L� :. !f EXISTNG 1 0) 1 _ r 1"''1, . TER C . ' . 11 # t. l WALLS TO I I r` ' 5ATH i I ►�- BE REMOVED _ ! • ff , r 131JILT IN w 1 M 2' 3 I PROVIDE HOSE I I , + r . BIBS PER OWNER .I ' ,,Q - •. • , I I . 1 . I . r . I i I I REFER • r'. . . . t FO R< 1 l 0 GA88 , ; I . .° , t . " �, 1 STOVE I I bxb . __: I j I = ' I 11 r ~ I I II . I f •. I I I I I 3�-s" l - it I -I- KITCHEN II . 1 . t; WLC. I_ r - ?'4 I6 31 1 ';j I W.IrC. I t:I bW I 1 ■ .'n t i I 7 I I • M : 140 J ! f ; ' j aC t N I SINK / VEGI I M , I II . ,. . , . L ., . - I . ..1 . . . I . j. I . . . . . r t I. I I . . 1 4 El DISP SIMC 1 2. I � . . I . - . . . . I . . ; . . L. . . . . .2. •I . I I, . j II'll, , ..I I t lI i I . . - .�, I . . I I . I . " . . ... . ,'. .. I. . . . - . . , .. . I ... .. I . . I I . I Ir. .. i l I I . .. . - I . . , I I I .7 ." I I .. -- . .- . . . . .I I I . — . .. .1. Ir I . . . . I . .- -1 I I . M r 7''10" 4'--4"I . 4r�4» 4'_•2" I j j I L– �_ –a I ------ 1. . .." . . I .1 . . . . ,. 1. I .1 I . I 'L . 14, . .. .� .. . I 11 _� . . . . . . I I . . .. . . . . 11 I I I IL — — OVENS I I bXb 1i ;.,I I . . . I I I . .� .,.,�� ,, ", , . . I . '. - I - . . -ll�- , . . � , ., � . --- __ . � I . . . 1. . . . .11 . .. :. .1 � .- . . - . . . 'r I 1 f I II 'r .1 I . . . I. . I - , I: t. ---- _---I.---- - . _ . . - . ..";;; . . L . 1 . ­ . . . . . .. .. I . , .1. . %. _ . I � ,, . . - I _., . ii ,, . . I . . I . . I I . . . I . I . . I . . ­ L . . . it IT . I • 1 3* -4" 8'-8" I 4 Ii j II 1 r/ 1 � tI ■ �n I r �"'L�aITEh► �EpROOI"I ` I N . I :'. 'CATHEDQ L CEILING I �y - , t r� 0 II �+ . �. r I DINING I I EXTENSION l 1. r . . - . I II . ; I w ; ' r ( x I I ! - . = I I W I EXISTING k, rry I I 11 r—�a I f �- – I t I I BUILT IN .e1. 4N aW 8W A �•SW - .1. . 1�1 I ! z . ' - 1. I 1. , . , ` - _ . r't ' .g" �_6" I Sal 3'_6" 3040 r f, . . . . - ' 1 z' 10'-4" - E . 116 - . I .. . I • ll, . . • . • . . r • . I. .. . - I .: :� Y . FRAMLN.G NOTES: - SHEAR WALL NOTES: . 1. 1,) METAL. CONNETORS SEMCO U.O.N. SW 8d NAIL ® 6" O.C. ® EDGES 1. I 2.) SEE OPENING DETAIL, SHEET # 5 & 12" O.C, FIELD. r FOR ANCHORS EA. SIDE OF OPENINGS ANY EXTERIOR WALLS ARE SHEAR WALLS , AT EXTERIOR WALLS. . . . .. . - - THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 • ,. - FOR A 1 1O MILE PER HOUR WIND LOAD . . _ I AREA5: F L 0 D R P L A N s•.' NEW ADDITION 155r1 — SCALE: 1/4rr 1 Y_0" DRAwN eY J I M G I L L I A M REVISED; "4• . EXISTING RENOVATED 320 D�rE: a2/19/2002 PHONE NUMBER 904 249 0072 REmsED; . , . ' . • ADDITION TO THE PERSONS' RESIDENCE . . .. . . . . .. DRAWING NUMBER OF 8 ATLANTIC BEACH , FLORIDA TWO . - , ' . . 511 0+v, pro u . , - . •.... y.. ., . .. ....,,.�.... ,. -.. • -.. ,.i i .. -', j m� � . ... � � ... -", -. - .� .. .. .r , , .r .. - r - - .. - r 1 , �" r r , .:, :� .�- l' y . . , - . "'1 J , - - . '. '� ,`L - .. .. _ _ 1 . r'. , . ' - - l - t.. e ' i t . : . , . .. .. ; ' 1 ,1. . _ . . • . \ .. .. a 'i . ,.I .. "" " i • U) 1, - . . ,. .. I. '' . - . 1n3-11 ' FIBERGLASS SHINGLES ON a • 15# FELT . . . . . 7/16" OSB SHEATH. — S GE J I T — SILL TAG R 0 N S �; MET. SPACERS & 8d NAILS fi" O.C. (4" O.C. W/IN 4' • 41-6 " — — — — _ _ — — — — OF GABLE ENDS) AT - � ALL SUPPORTS F- POUR NEW BLAB OVER .. .c ; I . RAFTERS ® 24" O.C. HDPT2 . x EXISTING AS REQUIRED I I TRUSS TIE DOWN STRAP " 111 n �:. __ -- -- �_ - �_-� _ _ --- ---- --- - - -- — — — — — — — — — —°J vERIFY LOCATION CEILING JOISTS �-- 6�_T___ - — I .tea� 0 24 0.C. �" 114 1. I I f----- aI---IL I I I I — I — - --__ r i❑--r- -r-II-�� -�- I I I R-30 I Ir I I II I n I \ I' I I�'_.1Q" I h--Y1 "2'-2" I L _ I i rLJ J L J L_ L—JJ u I I ANDD 6" BATT. INSULATION . ( I I j ALUM SPT22 .__ r1 I I STUD-TO-PL ANCHOR . I • . . I I 10" X 3m" X 10" CONC1 . DRIP . . , I I I z'--4"I I 1 2" -- - PAD$ 5'5U�� P.T. 1X2 r .; . 4 ,, I . . 1. ". .. . . '. I I I I L. I I I I I I MATCH EXISTINGI . 12» WIDE X 8" DEEM' I I I I I 1 3" DIAMOND • �) I I �_ T14ICKENED BLAB W/ I I I . I i I I I I fv g'� caNT. I I I I I SCRN. VENT 1 24 O.C. I . e I I I I I _ _ . Q I I I I I I I I I ( I I I I I WP MEMB. ES ON. . u� 4,. Z. 4. 9'-2"1. i I Ir , I-.7 I . I I �I I . . I i I L J rL - - _ _.-. ..-. — J I I I 7/16 OSB SHEATH. I., - I _... -I I I I' — — — -. _. Y. .. .�.. � _... ..- � I i D.C.W/ 8d 8® EDGE® &„ 2X4 STUDS ® 16" O.C. - NEW EXISTING 12 O.C. 0 FIELD I , s. I I I I I I Co j I STUDS MIN. (SEE ap I I I I I ¢ I I I SHEAR WALL NOTES I I FOR OTHER NAILING I I I I I I t —L I AND SHEATHING) ip . I I I I I I _. _. .w �. I. I i INSTALL PER CODE W/ METAL SPACERS . I I I I ISL 1 I I ALUM. FLASH R-11 . I I I I I �J CoI L I I I I BATT. INSUL. . _ _.. J I I L ___ w — T — — .--_ �`+ j I I I BRICK VENEER W '' METAL TES (TYVEC . � __ _ — _ J L � _ �. _ _. .._ _. _� I I 1 1 ) I • : .1. i I �--' 7 I I II II � . . . - I( I I I I 1 SPT24 . . 1 . . - , ''.,.,, I I i" AIR SPACE STUD--TO--PL CONNECTOR I I . . 4" CONCRETE SLAB W/ I . I 6X6 10/10 w1ul�•I. ON VIS=EEN I L_I I_____- I I _____—�__� __L . .I I I � • I I I I I MIN. 5/8" DIA. "A" BOLT . . . .I I I I I I ► 0 18" O.C. & W/IN 6" " I I I I OF CORNERS, EA. SIDE 8 . BLOCK FOUNDATION WALL. I I I_------^ OPENINGS & EA. SIDE1. . .. I +ILL ALL CELLS W/•CONC. 4 I I 1 — —] OF PL SPLICES 4" CONC. SLAB W/ ' . 0 VERT A CO�R9 4 481, O.C. I " 6X6 10/10 W.W.M. . , - 3 -4 8'-$ I I I W/ 2.5 SQ. WASHE ON VISQUEEN I I I I 1 I I I I '. L, I �+ I I I P.T. 2X4 PL ON IN5UL. . I .' n , I I.- I I I I I I I WEEP HOLES PER CODE x `4 i I�" X 20" CONC. �OQTING W/ I I i 11 I GRADE VARIES f2.1 '8'8 GOVT. TURN O11781DE CLEAN COMP. . I - 1 BAR ARa�ND.CORNERS 25". I I I I I I � , - I I I I CHEMICAL TREATEp , . ' .. I I I 1 FILL DIRT 8" BLOCK FQUNpATION //5 VERT. ® CORNERS & . I I I ( ILL " INT I TI TI WALL FILL ALL CELLS 0 8' O.C. W/ G" HOOK DR O EX S NG FOO NG W/ CONC. INTO FTG, 0 12" INTO SLAB . . ' ( I I I I I 1 4 APDXY • 5 INTO EXISTING .r--,_ I . L� . $.G I I FO�,TING AND EXTEND . L ;._ ._ — — J, I I I INTO NEW FOOTING 48" O , FTC. . . 4 S CONT N I L J . . WALL S E C T I O N . - - - 211. 12' 10'-4" s t o l e 3 / 4 w 1 - O " , % - . . . 1,.1 .. . • . • . ' - NEIN FOOTwC 67o mo OOTING ,. P. •1 r . . . .- i 'd: n I.'a " .•,' . �. • r ?: - " , \ . : . ' / THESE PLANS pESIGNED PER STANDARD FOR HURRICANE . •// /%� RESISTANT RLSIOENTIAL QQN$TRUQTIQN SSTta :`� �� \� \� `x \. \� .\� FOR A 1 10 MILE PER HOUR WIND LOAD . i /i./%r,�/// /i //. /r,/ F O U N D AT I O N P LA N M L (4, 8" ►i0LE5, CIFiW •1.I { 1 1 f11,,._w/_AOXY & /s al'-o 1/4.. 1'-0" DRAWN BY J I M G I L L I A IM REwSED: D: ETA4IL . I ► DATE: 02/19/2002 PHONE NUMBER 904 249 0072 REVISED: . 1. NF-u1 FO1.OTING IO Ek15TNG .' ° . .: F 0 U N D AT 10 N P LA N ,. . . e e= _ .. OMmNC NuuBER OF ATLANTIC BEACH F L O R I D A i ''ti' i - . THREE •1 t .. t.' A �� 1 -i- 1 I It, 4 .iI. . . - - _ _ - _ _ • P i, i 4` - 1111 OVEWRAMING ......... . :. :: : : : : :": : : : : : . . :. . .:. . . . : . : : . . ' : : : :. :": . : : . : . : : . : . . . . . . . . :1. 111 1111 . . .". . . .. . . . . . . . . ::. . . . : :: ::: ::.. :::. . :..":: :": : : : : ::: . : :..: : . ". . . . .• •.• : : : . :. . . . { . . .. . . .. . . . , . . . . . . .. . . . . . . . .9 .. . .. .. .. . . .. .. .. . is ... .". . .. . . .. . . ... . . . . . . . . . . . . . . . 1111 . .. . . ...... . ........... .. .. .. .. .. .. .. . . .. . .. .I. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . f ... . .... .. ..... ... .. .. . .. . . . . . . .... . . . ... .. . . . 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I . . . . . . . . . r.. .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . :• :•."}:•:•:•:•:":":":•:•:•:•:':• ":•:•: . . . . . . . . : : : : : :. : : : 1111 . . . . .. .. . . w . . .. .. . .. .. .. .. .. .. : : . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . .'. .•. .. . C.. . . . ...... .'.. .. .. . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . .... :": :' :... ...:. . . . . . .. . :": : : : : : . . . . . . . . . . . ,.: : . . . . : : . . . . . . •1111"1111 f �. � • . � 1_: �.�;{. ."."...::: :::: :.:::..• .• :,.; "�. : .. . ... . . . . . . . . . . . : • . : : : :. : . : ..• � : : : : � :.:. . 1111 :.. . : 1 : 111 . . :• : :•. 1 : 111 . . �". . . . � •:•: � . . : :: : • : :�..•.•.•.•. . . .. .. .. .. .. .. .. .. . •.• :•:' :. .. . ... . . . . . . •. . :1111 . . . . 1111 . . . . . : : : . . . . . . . . . . r :. 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'. . . . . . . . . . . . . . . 1 . 111 . . . . . . . . . . . . .- .•. •. 11.11. .•. .•. 1111 1111 .. . - 1111 . . . . . . . .. . . . . .. .. . . .. .. .. . . 1111 . . 1 .. •. •1.1.11 1.111 1111 . 1111 . . . . . . . .�. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 1 . 111 . . . . . . . . . . . . . . . .• 1111 . .. . 1111. 1111 . 1111 . . .. . . . . . . •. � � 1111 . . .. . . . . . . . . . .. . . . . . . . . . . . .I . . . . . . . .... . . . .. . . . . . . . I . . I•, �. I 1111 1111. . . . .. . . .. . . . . I . . . . . - t - .. - •• .•.• .•.•.•. .•.•. .•. .•. .•.•.•.,. . . . . . -. . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . ) I. . .'i' .. . - •. •. 11.11.•. 1111 - 111 1 .. 1111 I .•.. 11 - 11 . . .. . . . . . .. . . . . 1111 . . . 1111 . . . 1111 . 1111 - - �. ❑ ❑ 1... .•.1... ... 1 1 1 1 . . 1 1 :. . . .1.1 . . ... 11.1 1 . . ..' 1 1 1 1 . 1 1 1 1 . .. . . . . . . . . . . . . . . . . . 1 . 1 . 1 . . 1 1 1 1 . . . .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - .• 1111. �•. .•. 111.1. .•. 1111 . 1111 . . 1111 1111 . _, •. .'.••. .• 1111 1111 . . . . . . . . . .. .. . . . . . . . .. - 1 - r •.- .•.•.•...♦.•.•.•. . . . .. . . . .. . . . . . . . . . .. . .. . . . . . . . . . . .. . •.• .•.•.•. .•. .•. . 99 •.•.•.•.•.•1.1.11. .• . . . . . . 1.111.. . RESISTANT RESIDENTIAL THESE PLANS DESIGNED PER STANDARD FOR HURRICANE ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . I .".'. ." ' . . .'. . . . . . . . . . . . . . . . . .11. 11 . . . . T _ . .. . . . ... . . . .... .... . . . . . .. . ..".'.".".•.'.".'.'.'.".•.".".".•.'.".•. . . '.'.".'.'.'.'.'.".".'. . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . FOR A 110 MILE PER HOUR WIND LOAD ...... .....'... .. . . .. .. .. .. .. . . .. ...... . .. .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..►.'. . . . .. . . . . . . . . .. .. . . .. . , . . . . . . . . . . . . . . . .. .. . . . . .. .. .. . . . . . . . . . . . . . ....... .... . . . . . . . . . . . . . .. . . . .. . . . . .. . . . . . . .. . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f' '. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . .. . . . . . . . . . . . . SCALE: 1/4„ _ 1'-a" DRAWN �r I M G I L L I A M REVISED: DATE: az/�s/zooz PMONE NUMBER 904 z4s aa�2 RIVISED: ADDITION TO THE PERSONS RESIDENCE DRAWING NUMBER OF A T L A N TI C B E A C H F L a R I D A FOUR 1 . r �A - i. i /. .'... 1 , .t •4 r: J r�' f "i`' - 4 i . .I - - r PT2 TRUE TI - - HD E, ;t . . . . �F EA:°TRUSS. TO PLATE .,, ,,: ; x BEAM .BEARING . . , ' - ' QR. . . , SEE'TRUSS' PLANS . - p. i' .. :, - . e OR.GIRDE TRUSS R. . TPP4 TOP PL. , . HOR 8d NAIL EA:`HOLE CONNECTIONS AND. - - t . ANC ) `OTHERS-NOT ..SHOWN) ' . . , x SPTZ4 F.A. STUD . TO PL: CONNECTION - (not required O • condition where HDPT2 . . con be nailed td both .:.� � T.— � � � _ - - - - - - - - - - - _ __ _ - - - - - _ -- - - - - __ - - — � � � - - - - � _ - - stud aril '.plate) T - I \ I r MINIMUM WALL AND HEADER STUD REQUIREMENTS I \ \ \ MAXIMUM HEADER SPAN . ( \ I . \ .`3' 6' 9' 12' 15.' .18' I \ I I - \ . .. - NUMBER QF HEADER STUDS I \ i r .. - SPT22 ®-EA, CRIPPLE 1 I ,�� \ TO HEADER CONNECTION 1 1 2 2 2 2 \ I I r UNSUPPORTED STUD I �-I' WALL. H.. . . ' SPACIING NUMBER OF F U11 LENGTH STUDS ( \ I — — _ __ . RTPGAt 6 $TRAP \ I �- ;2 EA HEADER STUD. _ I \ . .• 1 p1 12" 2 2 3 - 3 3 3 . - \ I +��� / OR LESS 16 2 2 3 3 3 3 \ I 4, / . ,24 1 . 2 2 2 2 2 I \ I / �, I \ / GREATER 112 2 2 3 4 5 5 / - THAN 10' 16"' 2• 2 3• 3 4,. 4 I / . 24"' 1 2 2 2 3 3 I / / } . TPP4 ® EA, STUD'' 1, a'' T4 PL. CONNECTION SPT22 EA, STUD / \ / \ U.O,N; SEE FOUNDATION TO PL. CONNECTION ." I / I \ F SEE WALL 'SECTION I ! \ / . FOR 2 NO FLOOR \ . 1 \ I • / \ .I TTP. 1/2„ .,A" BOLT. I I \ {r / \y,� �. . . , . , . / �� 6N MAX 6" MAx +`h �v \ 1 FRAMING AND CONNECTIONS FOR.-.OPENINGS . . . � �� I . . SCALE . 1 / 2 " - 1 -- 0 �, , - . I \ N O T E S . • ) TRJ~ATED 6X6 W/CC46 CAP 1 . . . - . 3 I X II 1/ PARALLAM 3 1/2 X 14 PARAI_LAN 3 1/2 X 14 PARALLAM / I 1.) METAL CONNECTORS E3Y ;5EMC0 U.O.N. �,.� \�... — I . , I � - , _ � - - J . ( I I a ,' — .. — _ - - LUZ E N J015r O BE r a �� � \ 1 �-' ,f .� I f I , I 1 4 I �. , ' B \ \ I 1 1 . I , � 2)?XI 1 r I. -, - — — $ -___� . I V .. 4' ® (�) 2X12 - / I -1 +; .fir �'. .• / I. ,,: .. I ' I I � I DA9N D LIN IN WA L DEN TEO (NOTES: ,: - I I• INTI=R OR BE RING ALL X r ,� " . 'I I. • t „ I S I 1 I. 2X8 CEILING JOISTS z4" o.c. u.oN. I k• . _. — — — — 2. MIN (2) 2X8 LINTELS 11.ON. , ,. I I I . �.. _ - --� -- -� --- - . -- -- __-- -- --____-- . , -. I . 4 I` I 1 . I •- • I I .; ' I I I / f i J , 1 , I ��6?1" I I Gw�� � ' , w+ I v I ;, . i �- — — a�4 y a .. 1 K �,lG^� ! I. I P� Y . . w: .. � . . J Gov .� . 1 .. «� xlm ,�F; i I w _ � . 1, I t - 1 (.. . , . - . _ � , I - '. _ _ • . (2)2X10 1 . 1 . _. ,. _ I • - - - - - I • I :.' ,r I C] b' - . , i - ., (2) 7X10 . L _.. .._ ___ _. I . . . . _ I , I F. . , 1 ' .. -• ..r - ,.s _ . '---_— , 1 1 THESE PLANS DESIGNED PER STANDARD FOR HURRICANE I RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10 99 - I - POR A 110 MILE PER HOUR WIND LOAD 1 _ . . ' . .. . . �J i, r , - C E I L I N G J O I S T P L A N . MAU; 1/4" - 1'-0" DwwN er J I M G I L L I A M REVISED: f+ a►re: 02 19 2002 FNaIE NuuBER 904 249 0072 REVISED: r•�. . • . -- . . ADDITION TO THE PERSONS RESIDENCE - . , . • . . , .1 I . . R DRAWING NUMWA OF S f - . ' - A T L A N T I C B E A C H , F L O R I D A . - , a . . FIVE . - fia A. � - . .f r , - 1 y CGO O F aae �o • x o '� - rot w xws • Tx$ J 2X& r B 7X$ k2X5 I I u, ! r Li A. DA ED LIN 'IN W L DE TE9 NOTES: INTE OR BE AR1NG LL 1. 2Xra RAFTERS t OVERFR�4ME 24" O.C. LLON. r. 2. 2XIO RIDGES II.ON. 3. (2) 2X8 VALLEYS U.O.N. I j -- -- - ---- ----i 4. 2X4 COLLAR BEAM EVERY OTHER _ I .y• I I RAFTER PAIR m RIDGES q 4. BRACE RIDGES. HIPS t RAFTERS DOWN TO H I INTERSECTING WALLS t BEAMS BELOW 1 � 2 10 ® 4 SIN L A M L J 1177 r 2N 10 ® 4" SINC LE ASS MBLEY r 0 LL= © 1 __ __ THESE PLANS DESIGNED PER STANDARD FOR HURRICANE —� -�-- — ----- — — RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FOR A 110 MILE PER HOUR WIND LOAD R A F T E R P L A N A M F"SED: SC&E: 1/4DRAWN er" = 1'-0" I M G I L L DATE; 02/19/2002 PHONE NuueEa 904 249 0072 NE+nsEo' ADDITION TO THE PERSO RESIDENCE DRAVANO NUMBER OF 8 ATLANTIC BEACH , FLORIDA SIX I l C) �` . . I . . . .. .. �1 , I I ........ . . "I�A''�l; ,,�"-l'�-.,.�""i".. . ,. ' ' � " , I 111 . I . .- . . . .. .l. . , I . 1 . - � . : . ., , I . .. ,., , , I 1 . .1 . � 1 : _- - ,. .1 . I , . I - , ,. .% I . , . . . . ... . , . :.. , - . ., . . ; ;� ;�,,., , , .1 . . - , - 1 . . , ''''I"" . i: ., I I , ,.., - - ; ' 'I, . ,. - I .� I . I . . ... , - . ­ I , �,. , .,, .. �., �*. . .. .- , - ,1 . . I. . . 1 �1 ; :,.,� ,.,�: , �.�ll �.., , . . . 11 .11 - '' , r I I . . . 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CEDAR it HLITHESE PLANS DESIGNED PER STANDARD FOR HURRICANE N 9HA.1. , RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FOR A 110 MILE PER HOUR WIND• LOAD . - .ao LI � 1. UU.LLM E L E V A T I 0 N S . . 4 scxe: 1/4" - 1'-0" or�wn 9r t M G I L L I A M aevrseD: o�iE: 02/19/2QQ2 a►+o►+e HuueEA 904 249 QQ72 REVISED; . ` !1'. NEW FRONT ENTRY .11 �. BRIGC VENEER TO h1ATCH N NEW EXISTING - I�xIsTiNG ADDITION TO THE PERSONS RESIDENCE % EXI$TINCy HOUSE FRONT ELEVATI0N t ortr nNc NUMBER OF 8 - I 1. I . - ATLANTIC BEACH F L O R I D A f , 1. SEVEN �. . , • E.' , . ., . . 1. ,. 1;1 . b r , Z ., _ A.�:-;�,. . , ,?. . . . { �" . % . - . . . !'. 1 - } .. 1 IV .. 1 , . 3 ., . '• .. W . . I 1 - . 5 .. - .-,'. .�.,, . - r ,. -- , ' r ' .. - 1. . r ,. • ,. . ? ," . I, 1. .. _ • 1 t . .Z . . • , . ... . t' " . r{ . 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I� ,m,m..m G m-i(.-m W..m:L,L..I.�II.IE.m m,I�-I�-.m IIm t mm-mm�I,Im.I1.[ m.,I..L.m,mm Im LI,"mm L LL I I;m*WmIL-mm I.m I�m-m mm I mm0"m m�m m ILmII m.I�mm..I 3.�I.mm m m m mmImI..mm ­mm.m�mm-mmm Lm:m.mm.I L m mm m m m:m mmm.m .-I mm)m m I mm m.m II m mm.I��11mI.�I m.m.ImI mm mI ;�.IImm mm.m m mI mmm L mm.m Im.mImmI ,m.;I mmm-mm m�.dm mm m,m mL."m Im I'. mm.I,I1 Im 1.I m,I..0�m mI,m m Im m I I�II,.m. ,mI.,a,Immm`m.. ,.�d-..L--m�I— ;I m�m m 1II,� b".,m,.L7.m" I Q I0m.;,mm m'I L mm, m.I. m mm,, .111� I mmw.,1I I:Lm 1 L,. -�-�.;mm",m m m mmm Lmm m mjmm L Im m mI m.,1I I.I ILm,m m m m .m�m mL m mm'.Im dmm Immm m m 1 mIm,m m mm.m.bm I I:. 0.mM,,Im m mI -Mm m.mm'�.I ..IIm.m Im mI�7�I�;mm.I I m mII L mm,m.- . mI mmm mm mm ImI.m m mm mm m m I4 1I @.I I0 Im II . WALL MOUNT LIGHT --I----IC 1. E ITI (I vI I ., �` . . e FLOUR. CLOSET LIGHT coil. ':i - . . tan O cell. . . " tan .. > 4' X 2' FLOUR. LIGHT FLOUR UNDER COUNTER LIGHT . I i . fl®d GARAGE DOOR OPENER r , . Y, I - I . . I , 2W FLOOD LIGHT . . I 42" 42" 1 SMOKE DETECTOR + I I ® CARBON MONOXIDE DETECTOR . . - r ...I ., I WATER PROOF PLUG I7 EXHAUST FAN . 1 I i • '• ,I i I@ CEILING FAN LIGHT A J —— coil. / , _ _ J A/G fan P. ;, . ; PHONE I ° CABLE 1'. 1 1 • -1 fan " ® EXHAUST FAN & LIGHT . J .. - . lite ., e. L._ — _ F O R . . - ��� UNDER COUNTER L U . . - - ;IMEXHAUST FAN, LIGHT, & HEATER ,•;, t' J • , , v Mite °. " - cell. 4{ X 1' FLOUR. LIGHT "' - - _ tan - , , s, - • ,}; . INSTALL J.B. IN WALL FOR OWNER ® CHANDELIER FURNISHED SCONCE , " . IN W/ •'s :3. OWNER & O S LALE COORD, L COORD LOC $n 0(T r.' OF J.B. FOR (y, DINING ROOM .. • LT. W/ OWNER Q) r ,I • ,, , • E: , r - - i,: - , I.: ' , . . . 1'`.' m i m I m I: .. - m t . I,,.' • [;' - _ { I •, ._ .., . IN .. .. - . 1 • , THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD t 0w99 FOR A 110 MILE PER HOUR WIND LOAD • E L E C T R I C P L A N , sauE: 1/4,. - i -0" muWN BY J I M G I L L IAM RMSED: " aeTE: 02/19/2002 PHONE NUMBER 904 249 0072 REVISED: x . W . I. N S' R ADDITION TO THE PERSO ESIDENCE mm : i . mI BR�wINc NUMBER QF 8 ATLANTIC BEACH FLORIDA EIGHT . - ,3 l i 1 v-�h . C�)7,v 7,U w '^� fr IL t "•!, r / ��( ~ J1- -7— _77..,U '•��, 7_n4_� _.rfi 1 + � Gi�✓ •'Nr ,1`r- 1 �� 1'i / l T a f io f t• �t 1j [�lrt�:n:: �. i t w ' { " ( t •�. ?"`r:L�� .�.' ti � f�a ,,q , may,,. `�/w �•^w 4 }w `�r9_) .._--------- 4" ____._ .�, •, M�� ��r�L ���'>rtis�.�oe� i , r q��., �y.�v t' � li - - - -- � •�.�.a,r -�-rN t, .- _._. - -_.-_.___...._..__ _. It ` _ yy p - ,r-,vC «r , { � .r F y�1 t r �jk�t�t'� � � y�"%`.♦''„f "� • ;it���r SII 'TI.. 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Lv reri R 0 PA ri'-e . . .44, To yl; ;�c Mfr - • .,! .. �`' l i —4 I � 77 It - _ I t=. T; I IV jr, t VO� 44 74 rRWI Ii t ,11 r L.V. -- 41 L is _. _.__ i �Y�cz.tG �tatr�, tb17�,- �.. � -- - i _....._.....�. __ _-...... t . T t OF � •...- '��JG. `f I ij Tift�AL ��L 0��Tlovl 7.7 ;.; . MING 4 raxis 1 f - - 1 �.� INTI — -- t 1 i t''1�i'rG►:� Est'l "(` -\v� t%" TURN C;t;ntifU &E`i 5rGcas ve/z*'4s 0 T *T 0 5--L E V. L tai . 1 1 ,4. [I'm o,, t I I t'tC�t \V&L1� �.,•► j l i r i .�'v�i.1 CT,�n�r��a,Tcdl ---- --. �I � ,� � ; '! '+; `�x�.�5 T5. / � �-`--._` �l �, �`'� ., [r�. �:.•P�; �`' -' � ,., �N � (��, �� TLNNTIC- S 00 9 jf • �K�`►a � - � � � i i .f ` L.Kra TI�►!� ii•� �,�/ 2�G�►�a,���7�� �, ,...... .,.,,. �... .f. r WOOD FRAMING NOTES 1. Connector selection arnd fastener schedules were produced assuming studs of specific gravity greater than METAL CONNECTOR (SEE UPLIFT 0.40: Spruce, Douglas Fir, Southern Pine, Timber5trand ryt�t[� CONNECTION SCHEDULE)(TYP) 1.3E LSL. FASTEN OSB TO FRAMING 2x4 SYP OUTRIGGER CONCRETE N 0 1 1�IJ �N 03" OC ON EDGE, 6" OC AT 24" ON CENTER. 2. Connector selection alnd fastener schedules Were IN FIELD WITH 0.131" DIA CLIP TO GABLE TOP 1. Concrete compressive strength for footings = 2,500 NI produced assumingNo. 2 Southern Yellow Pine double 2x4 DIAPHRAGM NAILER. BLOCK SHEETING x 2.5' LONG WIRE NAILS. CHORD WITH SEMCO P 9 9 p FASTEN TO TRUSS EDGES WITHIN 4' HCPLL W/8 - 0.131" psi (UNO). NI t0 late and 'assure trleated No. 2 Southern Yellow BOTTOM CHORQ WITH GARAGE pQQR HEADER (SEE P P P 2 ROWS 0.148 DIA X 7/16" OSB OF GABLE TRUSS DIA x 2.5' LONG 2. Concrete compressive strength for slab = 2,500 psi BEAM AND HEADER SCHEDULE) Pine bottom plate. 3.0" LONG WIRE NAILS WIRE NAILS (LINO). p g 3. Substitution of uplift Ihordware, except as provided for AT 4" OC (TYP). herein, shall be approved in writing by the engineer of6, OSE3 3. All reinforcing steel shall be ASTM A615 grade 60 record prior t0 installatiorn• TRUSS BOTTOM CHORD DIAPHRAGM. FASTEN TRUSS BOTTOM CHORD �, (LINO). 4. Install scheduled bottom plate anchor (FAS3, anchor TO TOP PLATg W 2cr� 4. All reinforcing steel shall have a 90 degree bend at FASTEN ADJACENT RO!(S 0.148' DI�X GABLE TOP corners With a 25' lap. 2 x 6 sruos w/z bolt, or wedge anchor) within 12" of bearing wall ends o LONG WI( E a CHORD 5. Fibermesh is an acceptable alternative and shall not U- ROWS 0.146" DIA x and within 12" of door openings in bearing Walls. NAILS AT 4' 0C. + P 3.0" LONG WIRE NAILS R�� 2x4 L-BRACE OIN require WWF, except within 3' of edge of slab and within II II II ® 8" OC STAGGERED. SEMCO RTPGA824 WITH BLE VERTS AS 2' of centerline of thickened slab section. Stemwalls LLL 24 - 0.148" DIA X of G� SPECIFIED BY TRUSS require no WWF around perimeter. 3.0" LONG WIRE NAILS, y MANUFACTURER. 12 IN STUD, 12 IN FASTEN DIAPHRAGM TO 2x4 6. A foundation anchor (mudsill anchor, anchor bolt, HEADER (TYP 2 EACH NAILER WITH 1 ROW 0.148" i CLIP END drilled anchor, etc.) must be placed within 12" of all FASTEN 7/16" OSB TO END OF HEADER) FASTEN TOP PLATES TO DIA X 3.0" LONG WIRE NAILS GABLE TRUSS OF LATERAL exterior wall corners and load bearing Wall ends- EXTERIOR OF RETURNS EACH OTHER WITH 2 ROWS AT 4' OC (TYP BOTH NAILERS) BRACE TO g AND ABOVE DOOR WITH OF 4 - 0.148" DIA X 3. GABLE BOT 7. The foundation anchor spacing specified in these LONG WIRE NAILS BETWEEN SHEET ROCK (TYP) CHORD WITH drawings precludes the need for additional foundation 0.131" DIA X 2.5' ` 2 - SEMCO LONG WIRE NAILS AT EACH STUD. 7/16" OS$ ATTACHED TO 2x4 STUDS HCPLL - 8 anchors On each side of openings. AT 16" OC. FASTEN WITH MIN 0.131" 8. Mason' stemwall, Section 2, may be used in lieu of 3" OC ON EDGE, 12" 0.131" DIA DOUBLE STUD SW DIAMETER X 2.5' LONG WIRE NAILS y y OC IN FIELD. GABLE BOT X 2.5" LONG END OF SW. AT 3° OC ON EDGE, 12° OC IN FIELD. r � HORD WIRE NAILS mDr1011thlC footing, Section 1. CONNECT STUDS TO BOTTOM PLATE WITH 2 x 6 PT ANCHOR SHOWN IN BOTTOM PLATE 4" SLAB, POUR To TABLE BELOW. 2x4x8 SYP LATERAL STRAP GABLE TRUSS 7/16" 058 ROOF DECK. NAIL 6" OC OUTSIDE FACE OF WALL. (TYP OF DOUBLE �� BRACE 0 48'• TO STUD WALL WITH ON EDGES, 12" OC IN FIELD (UNO) STUDS AT EACH ENO ALTERNATE INTERIOR _/ l 1 2 - 0.162' DIA X RTPGA812 WITH 8 OF SHEARWALL) SHEARWALL FRAMING 10d AT 48' ac 3HRouQHGBR BRACE NAILS WITH 0.131" DIAMETER X 2.5' LONG WIRE NAILS. "A" A" IN 2nd STORY SW EACH TRUSS BOT CHORD CONNECT DBL STUD NOTE: THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS TO 1st STORY DBL ONNECT BOT PL T FINISH FINISH STUD W/2-SEMCO SLAB OR STUD TO WHERE THE SHEARWALL RUNS PARALLEL TO THE TRUSSES, THIS IS TRUSS ANCHOR PER UPLIFT PRE-ENGINEERED ROOF GRADE GRADE RTPOAS36 W/24-10d SLAB WITH ANCHOR SHOWN AN ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. CONNECTION SCHEDULE TRUSS @ 24" OC IN TABLE BELOW. GABLE END BRACING DE'T'AIL F \ UNLESS THIS WALL IS A Ld SHEET ROCK SHEARWALL, NO SPECIAL CONNECTIONS ARE REQUIRED 2x4 PT BOTTOM PLATE DOUBLE 2 X 4 TOP BEARING FOOTING MAY BE IN ADDITION TO THOSE CALLED x4 PT BOTTOM PLATE E. FASTEN W 2 DISCONTINUED UNDER GARAGE FOR ON THE FRAMING PLAN. EXTERIOR ROWS 0.148" DIA X DOOR AT CONTRACTOR DISCRETION CORNER ALL WALLS WITHOUT SW# ON PLAN 3.0" LONG WIRE NAILS DHL STUD TO BOTTOM PLATE DBL STUD EXTERIOR 2x4 PT BOTTOM PLATE 7 16" OSB OVER 2 x 4 STUDS V2.1 PT BOTTOM PLATE OF SLAB 16" OC STAGGERED AOTTOM PLATE TO 3LAD TO SLAB CORNERCONCRETE SLAB �T �+ / (LINO)- MIN 24" LAP OF SLAB CONCRETE SLAB UPLIFT CONNECTION SCI�EDULE ® 16"' OC. FASTEN OSB W/0.131" GARAGE DOOR OPENING DE'T'AIL �� 1 AND W/24-16d BLOCKING OR DIA X z.5" LONG WIRE NAILS W/MIN 12 0.148"WI DIA AND 5 8" BOLT CONTINUO U 6" OC ON EDGES, 12" OC IN FIELD. X ILS LONG WIRE II 1/z' Botr w/ STUD SEMCO QTYSIZECONNECTION NAILS IN LAP. �g 2 TPP4 W/12-8d v, LINE OF 0.148" DIA X 3.0" LONG v- LINE OF 0.148" DIA X 3.0" LONG DETAIL IARDWARE FASTENERS SPACING LOCATION 3" SO WASHER WIRE NAILS AT 12" OC, WIRE NAILS AT 12" OC. SEE SHEARWALL DETAIL THIS SHEET s $ Trubolt w/ ALL HDPT1 or 10 - 8d 1 EA. TRUSS FOR SHEARWALL NAILING ON SECTIONS 3 SP54 W/6-8d TRUSS TO TOP PLATE NOTE: FRONT ENTRY GARAGE IS DEPICTED ABOVE, WHICH SHOULD BE FRAMED ENTIRELY WITH 2x6 2 SQ WASHER EXTERIOR 8-8d+3-10d TOE 1 EA. TRUSS DESIGNATED ON THE PLAN WITH 5W#. SHEET ROC FRAMING AND SHOULD INCORPORATE FOUNDATION ANCHORAGE EACH SIDE OF EACH RETURN AS SHOWN. WALLS TPP4 10 - d 32 STUD TO TOP AND BOTTOM PLATE�a COURTYARD AND SIDE ENTRY GARAGES MAY BE FRAMED WITH 2x4 FRAMING AND ONLY REQUIRE THE 2 _AL_TERNATE CORNER�� ALTERNATE CORNER E (UNO) 2 SQ WASHER 48 BOTTOM PLATE TO SLAB FOUNDATION ANCHORS INDICATED AT LOCATION "A" ABOVE. THE BEAM AND HEADER SCHEDULE SHEARWALL ASSEMBLY DETAIL / L FRAMING FRAMING O HDPT1 or 10 - 1 O 1 EA. TRUSS TRUSS TO TOP PLATE ASSUMES 2x6 FRAMING, IF THE CONTRACTOR EXERCISES THE RIGHT TO FRAME WITH RTPGA824 20 - 10d EA. TRUSS 2x4 FRAMING ON A SIDE ENTRY OR COURTYARD ENTRY GARAGE, THE FULL STUD QUANTITY GIVEN 1 TPP4 10 - 8d 16 STUD TO TOP AND BOTTOM PLATES ON THE BEAM AND HEADER SCHEDULE SHOULD BE INCREASED BY 1, 2 So WASHER 32' BOTTOM PLATE TO SLAB NOTES: NOTE: THIS CORNER FRAMING ALTERNATIVE IS ONLY NOTE: THIS CORNER FRAMING ALTERNATIVE IS ONLY ALL INT. HCPLR LL 8-8d+2-10d TOE 1 EA. TRUSS TRUSS TO TOP PLATE 1. SHEARWALL SHALL BE CONSTRUCTED WITH 7/16" OSB FASTENED TO 2x4 STUDS SPACED AT 16" PERMITTED IN CORNERS WHICH DO NOT HAVE A PERMITTED IN CORNERS WHICH DO NOT HAVE A BRG WALLS TPP4 10 - 8d 32 STUD TO TOP AND BOTTOM PLATES; OC. NAIL WITH 0.131" DIAMETER X 2.5" LONG WIRE NAILS AT 3" OC ON EDGES, 12" OC IN FIELD. DESIGNATED SHEARWALL TERMINATING IN IT. DESIGNATED SHEARWALL TERMINATING IN IT, (UNO) -172- BOLT 2 SQ WASHER 4$ BOTTOM PLA 0 B 2 x 4 PT BOTTOM PLATE THIS FRAMING DETAIL ALSO APPLIES TO INTERIOR SHEARWALLS. MUD SILL ANCHOR PER HDPT1 or - 24' TRUSS TO TOP PLATE 2. IF AN OPENING OCCURS WITHIN A SHEARWALL, RF IS SHOWN AS SUCH ON THE FRAMING PLAN, THE : -UPLIFT CONNECTION SCHE4pULE SHEARWALL HAS BEEN DESIGNED EMPLOYING PERFORATED SHEARWALL ANALYSIS. PROVIDE SHEARWALL HCPLR LL B-8d+3-10d TOE 1 EA, TRUSS SEE CONCRETE SECTION 1 NAILING PATTERN ABOVE AND BELOW OPENINGS- NO SPECIAL ANCHORAGE IS REQUIRED EACH SIDE ALL TPP4 10-8d 24 MIN 2 TOP PLATE TO HEADER FOR BRICK LEDGE DETAIL _ OF OPENINGS EXCEPT AS CALLED OUT ON THE FRAMING PLAN. PROVIDE ONLY THE ANCHORAGE BEARING RTPGA816 6-16d in HEADER EVERY HEADER STUD HEADER TO HEADER SUPPORT STUID + - PRESCRIBED ABOVE. OPENINGS - in (UNO) TPP4 - EVERY HEADER STUD T FINISH 8" MIN l6d HEADER SUPPORT STUD TO FULL 5TU GRADE ` NO HARDWARE FULL STUD FULL STUD TO TOP AND BOT PLAT-ES 12" MIN a 6 x 6 - W1.4 x W1.4 WWF 12 - 8d 1 EA. TRUSS TRUSS 70 TOP PLATE m GARAGE TPP4 10-8d TOP PLATE TO HEADER WATERPROOF BARRIER o c u c LUN RTPGA824 24 - tOd EVERY HEADER STUD TO HEADER SUPPORT STUID FOOTING TO BEAR ON s °,v TPP6 TPP4 10 - 8d EVERY FULL STUD FULL STUD TO TOP AND BOT PLATES FIRM UNDISTURBED SOIL 12° 2-#4 CONTINUOUS o PUPD25 14 - 10d 1 EA SIDE OF OPNG HEADER SUPPORT STUDS TO SLAB Ug THDS26 (or) 22-10d IN GIRDER 1 EA. TRUSS TRUSS TO GIRDER/TRUSS TO HEADIER o.c �-0 0 ° ° � a Q °' � E � THDs2sD 1a-1pd IN 'Russ TYPICAL WALL SECTION Y o ,n 4'- 1 1 " ALL H P71 or 10 - 8d 1 EA. TRUSS TRUSS TO BEAM .cam a PORCH HCPLR LL 8-Bd+2-1 ad TOE ° as a c a, E v 1 6"S Q X 1 2" DEEPIP PASTS & RTPGA824T 24 - 10d 2 EA. COLUMN POST BEAM TO COLUMN POST o a o 8 -8 1 4 - 1 1 1 1 -4 EAMS UNO CMP44 66 12 - 10d 1 EA. COLUMN POST COLUMN POST TO SLAB 0 ° o n .c aw FTG W/(2)#4 EW, 6'-g" � O RTPGA824T 24 - 10d TYP 2 EA TRU55/GIRDER TRUSS OR GIRDER TO STUD 0., m [ E 0 U) E „ SCP3 24 - lOd 1 QTY STUD To SLAB 7/16" OSB ROOF DECK. NAIL 6" OC m m c N ° TO C L-8 -3 d PP E fV I N P RTPGA824T 24 - 10d 1 EA. TRUSS TRUSS TO STUD ON EDGES, 1 2' OG IN FIELD (UNC) x aro; m ° o c O TPP4 12 - d 1 EA. STUD STUD TO BOTTOM PLATE WITH 0.131" DIAMETER X 2.5" -0-6 °' o c w - _ 1 2 BOLT 2" S WASHER ADJACENT TO STUD BOTTOM PLATE TO SLAB ° c _ ° .0 >, o a (2)2 x 6 F- - - f -I 1. IN LIEU OF SCHEDULE ABOVE, CONNECT TOP PLATE TO JACKS 7' LONG OR SHORTER WITH 3-10d1 TOE NAILS. LONG WIRE NAILS. a v o N c a, +l N c dC•V ° ID 2. 8d = 0.131" DIAMETER X 2.5" LONG WIRE NAIL, 10d - 0.148" DIAMETER X 3.0" LONG WIRE NAILL, o c m (D L m 2- 8" X 8„ DEEP I I 12d 0.148" DIAMETER X 3.25' LONG WIRE NAIL, 16d = 0.162" DIAMETER X 3.5" LONG WIRE NAAIL. TRUSS ANCHOR PER UP:_IFT PRE-ENGINEERED ROOF ° E C ,n¢ x o' 3} THICKENED EDGE I I = 3. FAS3 024" W/6-10d IS ACCEPTABLE SUBSTITUTE FOR ANCHOR BOLTS ® 48" IN SCHEDULE ABOVYE. CONNECTION SCHEDULE TRUSS a 24" OC c , cn°_ �' - N o W/(l )#4 CONT I , o� f n SHEET ROCK mmw _1c � (Dm � o I I U>,• u ° o ° ° I 4" I m o 3 x �� a N 1 DOUBLE 2 x 4 TOP PLATE. FASTEN W/2 ~ a°¢~ c m 8" MIN 4 - R S D.148" DIA X 3.0° LONG WIRE NAILS °� p °= ° o 4• 16" OC STAGGERED (UNO). MIN 24" LAP ` .o`v'g'-0 N) I 12" MIN 6 x 6 - W1.4 x W1,4 WWF 7/16" OSB OVER 2 x 4 STUDS W/MIN 12 - 0,148 DIA X 3.0" LONG WIRE @ 16" OC. FASTEN 05B W/0.131" NAILS IN LAP. TOP PLATES TO STUD y WATERPROOF BARRIER DIA X 2.5" LONG WIRE NAILS PER UPLIFT CONE TION SCHEDULE S III I I I IN BR CK LOGATIXTE QNS 2-#4 CONT FOR b=12" UNDER 1 STORY WALL 6" OC ON EDGES, 12" OC IN FIELD. SHEET NO.: S I b SEE SHEARWALL SEGMENT DETAIL ON FND PLAN 4 CONT FOR b=16° UNDER 2 STORY WALL FOR SHEARWALL SEGMENT NAILING. SHEET ROCK TYP 3- 5 CONT FOR b=20" UNDER 3 STORY WALL I MONOLITHIC FOOTING SECTION 1 FY'a1711I1g Plan - 2 x 4 BOTTOM PLATE. FASTEN TO BANDBOARD WITH 0.148" DIA X 3.0" 1 (2)2x6- 1 �2 ALL HEADERS(LINO) I I I LONG WIRE NAILS: JOB NO.: TIFIO 10298 (2)2x8- 1 /2 i i 1 3" OC IN DESIGNATED 2nd FLOOR SW SECTIONS. #4 ® 48" - 12" BEND TOP, 12" OC ELSEWHERE. I = s" BEND eor7pM r HOUSE Do 8" CMU (TYP) 6 x fi - W1.4 x W1.4 'WWF 3/4" T&G PLYWD BUILDER.R U E H O U IJ I II I I 5'-2" I I LIJ111-611 I FINISH 7 GRADE - 4. FLOOR TRUSS OR I-JOISTS ' 8" MINLACE CONCRETED DOTING TIE UPPER FLOOR STUDS TO LOT NO,; _ _ _ I 2-#5 or 3-#4 CONTINUOUS 4• o FTG DIMENSIONS TO BE 12" DEEP LOWER FLOOR STUDS OR � � - - - - - - - -- - - - - - - - �- - - - - - - JJ I +. O. � X 24" WIDE W/ 3)#5 IN 3 LOWER FLOOR BEAM WITH SUBDIVISION: STORY SECTIONS SEMCO RTPCA836 W/16 6" OPT. EXTENSION 0.148' DIA X 3.0" LONG WIRE IN BRICK LOCATIONS -� �- 1'-8" FOOTING TO BEAR ON NAILS. SPACE STRAPS 32" OC, I ON FND PLAN FIRM UNDISTURBED SOIL (TYP ALL INTER-STORY FLOOR PLAN: PERSON CMU SrTEMWALL SECTION 2 CONNECTIONS) DOUBLE 2 x 4 TOP PLATE. FASTEN W/2 ROWS 0,148" DIA X 3.0" LONG WIRE NAILS I 16" OC STAGGERED (UNO). MIN 24" LAP - J 7/16" OSB OVER 2 x 4 STUDS W/MIN 12 - 0.148" DIA X 3.0" LONG WIRE - - I I f- - - - - ® 16" OC. FASTEN OSB W/0.131" NAILS IN LAP. DESIGNED; JPA I I I I I DIA X 2.5" LONG WIRE NAILS 6" OC ON EDGES, 12" OC IN FIELD. LF)1r7 I i i I 2-#4 CONTINUOUS SEE SHEARWALL SEGMENT DETAIL 4" FOR SHEARWALL SEGMENT NAILING. REVIEWED: WVC 8" x 8" DEEP - THICKENED EDGE . Timber5trand LSL • 4 •- 8° REVISIONS DATE " I I I W/( l )#4 CONT WATERPROOF BARRIER 1 .3E-3.5 x 1 1 .25 I I I 1'-4" 8 1 2 CRIPPLES sxs - w1.4xw1.4ww�F 3 KINGS i i ^ I I BEARING WALL FOOTING SECTION` 3 J N N I 2 x 4 PT BOTTOM PLATE FOUNDATION ANCHOR PER z = CONNECT TO STUDS PER UPLIFT CONNECTION SCH ULE I UPLIFT CONNECTION SCHEDULE E4 SBC 1606 100 MPH WIND LLJ I I I 4„ , 0 1 8" x 8" DEEP I I I f� 4" FINISH 8" MIN I �- -�'� -I,' - 5 1/2" GRADE - THICKENED EDGE ( I (2)2x6 1z MIN a . ' 6 x 6 W1.4 x W1.4 WWF I W/(1 )#4 CONT 6 x 6 - w1.4 x w1, wF �" WATERPROOF BARRIER - -� 4" FOOTING TO BEAR ON WATERPROOF BARRIER C0 I 5 I I 1 8' 8' FIRM UNDISTURBED SOIL 16" 3-#4 CONTINUOUS I 16"S0x12" DEEP CURB STEP SECTION �� MULTI-STORY �� I I I ETP W/(2)#4 EW, TYPICAL WALL SECTION/ � � I I I I TYP -- - - - - - - - - - - - - - - - _ - FM " 904 600-9000 VARIES 4,. LEGEND ""C 8" MIN (2)2x6-1/2 - HEADER/BEAM CALL-OUT .9 t - ' - y c -7- NUMBER OF KING STUDS EACH SIDE OF OPENING F � &F 0Q. T NUMBER OF JACK STUDS EACH SIDE OF OPENING 2 5 -4 1 1 -7 12" MIN ' 6 x 6 - W1.4 x W1.4 WWF SIZE OF HEADER MATERIAL (N0. 2 SYP) h;_, ,.•z ,, o -44 34 - 1 1 ,r I NUMBER OF PLIES IN HEADER ;`I`{`: -t�' ' ® ' 6" OPT. EXTENSION WATERPROOF BARRIER O1 - UPLIFT CONNECTION CALL--OUT(SEE SCHEDULE, THIS SHEET) c }, IN BRICK LOCATIONS b 2- 4 CONT FOR b=12" UNDER 1 STORY WALL ON FND PLAN 3- 4 CONT FOR b=16" UNDER 2 STORY WALL ® - HEADER OVER OPENING DESIGNED TO BEAR TRUSS LOAD FRAMING PLAN r c,A GARAGE EXT' WALL CURB SECTION 5 - OPENING NOT DESIGNED TO HEAR TRUSS LOAD. NO STRUCTURAL ,. HEADER REQUIRED OVER THIS OPENING. Fsw# SHEARWALL SEGMENT - PROVISIONS OF DETAIL B GOVERN. ryarren V.Carrigan M.Apex Technology 1/29/90 9:29 All Person 3 l t Tetrfk -rem- - j. SOIL ADJACENT TO POOL TO REMAIN UNDISTURBED UNDERSIDE OF FOOTING e P BOTTOM AND SIDE MINIMUM WALL AND HEADER STUD REQUIREMENTS I DIM. BGREATER/ OF EXISTING POOL (& MIN. 3') THAN DIM. A OR ENGINEERING FIBERGLASS SHINGLES ON REQUIRED TO PREVENT MAXIMUM.HEADER SPAN , 15# FELT POOL DAMAGE 7/1 Er OSB SHEATH. - 3 6 1 9' 12 t 15' I 18' SNTTSTALL PERINTS.CODE W/ F O O T I N G D E T A I L NUMBER OF HEADER STUDS MET. SPACERS do 8d NAILS N 0 S C A L E Ia O.C. (4 O.C. W/IN 4 OF GABLE ENDS) AT UNSUPPORTED STUD 1 i 2 2 2 2 ALL. SUPPORTS WALL HEIGHT SPACING NUMBER OF FULL LENGTH STUDS TRUSSES ® 24" O.C. -� SO' SO' HDPT2 , TRUSS TIE DOWN STRAP 101. 12 2 2 3 3 3 3 REPLACE OR LESS le 2 2 3 3 3 3 EXISTING ' 24" 1 2 2 2 2 2 26 r3„ `� POOL DECK AS REQ.. EXISTING POOL- NOT it 2- 2 3 4 5 5 R-30 VERIFY W/ TO BE GREATER 1 g' 2 2 3 3 4 4 Er BATT. INSULATION POOL PROXIMITY - DISTURBED THAN 10' 24" 1 2 2 2 3 3 AANO DRIP SPT22 AND ENGINEER STUD-TO--PL ANCHOR 10' _ P.T. 1X2 MATCH EXISTING HDPT2 TRUE TIE I L_ EA. TRUSS TO PLATE DIAMOND NEW 1 OR BEAM BEARING SCRN. VENT M AD ITION .(SEE TRUSS PLANS 24 " O.C. I D NEW P.T. TPP4 TOP PL FOR GIRDER TRUSS no i W ECK EQ . ANCHOR (8d NAIL EA. HOLE) CONNECTIONS AND CEDAR SHAKES ON 1 OTHERS NOT NOT SHOWN) WP MEMB. ___-__, ] VG , SPT24 ® EA. STUD TO PL CONNECTION (not required 0 7/16 OSB SHEATH. I R1 L condition where HDPT2 W/ 8d NAIL ® 6" C, can be nailed to both O.C. 0EDGES & 2X4 STUDS ® 16" O.C. b ' - WALK CAR G o stud and plate) 12" O.C. ® FIELD I b �n STUDS MIN. (SEE PORT EXISTING SHEAR WALL NOTES NEW 12' CONC. HOUSE FOR OTHER NAILING b OWE I AND SHEATHING) INSTALL PER CODE W/ co METAL SPACERS ALUM. FLASH R-11 BATT. INSUL. BRICK VENEER W/ METAL TIES (T•YVEC) 1" AIR SPACE SPT24 SPT22 ® EA. CRIPPLE STUD-TO-PL CONNECTOR TO HEADER CONNECTION h RTPGAI 6 STRAP MIN. 1/2" DIA »A» BOLT EA. HEADER STUD 0 48" O.C. & WIN -Cr I �'s OF CORNERS, EA/SIDE m OPENINGS & EA. SIDE4" CONC. SLAB W/ ;,1 O I EXISTING OF PL SPLICES 6X6 10/10 W.W.M. rn I w DRIVE ON VISQUEEN a W P.T. 2X4 PL ON INSUL -- ---- - -- 4 . WEEP HOLES PER CODE X 'T 50' 50' GRADE VARIES CLEAN, COMP., T E N T H S if REE 7 TPP4 ® EA. STUD TO PL CONNECTION SPT22 EA. STUD CHEMICAL TREATED U.O.N. SEE FOUNDATION TO PL. CONNECTION FILL DIRT L E G A L : SEE WALL SECTION8 g" BLOCK FOUNDATION #4 VERT. ® CORNERS & FOR 2ND FLOOR ® 8' O.C. W/ 6" HOOK LLOT 6OT , WWALL FILL/ CONC. S ITE P LAN �o�G ALL CELLS / INTO FTG. ® 12" INTO SLAB BLOCK 13, 4 SUBDIVISION 'A . SCALE 1" 20"��oF\�G�.�Pa , ATLANTIC BEACH, . IYP, 1/2" "A" BOLT G�� o 20" X 10" CONC. FTG. FLORIDA, G' MAX 8" MAX ">~ eti 04. W/ (2) #5'S CONT. SEE FOUNDATION VA FRAMING AND CONNECTIONS FOR OPENINGS SCALE 1 / 2 " 1 0 " WALL S E C T I O N THESE PLANS DESIIGNED PER STANDARD FOR HURRICANE s c a 1 e 3 / " a 1 — O A,P P R O V E D RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 4 IN O TES CITY OF ATLANTIC BEACH FOR A 1 1O twtlLE PER HOUR WIND LOAD BUILDING OFFICE 11.) METAL CONNECTORS BY SEMCO U.O.N. JAN 3 0 1998 SITE, SECTION, & DETA RECEIVED - DROM A M . _ srau�: 1/4 _ 1'-0" � J I M G I L L I nw►'en' .! ��N 2 6 �9g8 au�m 12/11/97 Pr+onC r+waeA 904 249 0072RVASM - City; of Atlantic Beach ADDITION TO TiHE PERSONS' RESIDENCE Building and Zoning OMWWa ► USM OF 4 A T L A N T IC 8 E A C H F L 0 R 10 A ONE wI BALLOON FRAME GABLE ' 4'-2" 2) 2X8 - _ (2) 2X10 P.T. 4P.T. 4X4 X4 I POSTS POSTSto ' 17 WIDE X 16" DEEP TURN DWN. EDGE W/Cal I I ( I I �° n (2) # 5-S I r. N SLOPE 1" I I �^ I N I ■ r�I L1Z--2=7,-n - 4" i F— 12 WIDE X 8' DEEP— 5'-8 r`� 5,_4" I 0° THICKENED SLAB W/SKY ---- I LIGHT I I (2) # 5'S I m x r SKY I LIGHT II N I FLOOR� C14 L — JI I DRAIN Q I floor I � I drain I I � I I ca floor to 6 I I ' drain i �y I ■ VARIES I I floor I rl 4n � I ( 4' TO B" I I I drain I I I I � TOP OF �■ CURB 1'-0" MIN, ABV. GRADE OR 4" CURB PER OWNER I 1 N in SLOPE 7 I b I I cg � II I I I I DO S" BLOCK FOUNDATION I SLOPE 1" N I WALL - FILL CELL W/ N I I I #5 0 CORNERS8" OND .. 12" WIDE X 16" DEEP TURN DWN. EDGE W/ 1 I TYP. P.T. I 20" WIDE X 10" DEEP I 1(2) # 5'S 4X4 PO FOOTING W/ (2) # 5'S TURN OUTSIDE BAR II AROUND CORNERS 25" I .. I PULL DOWN r---- ---- I I I TYP. BLOCK ABOVE STAIR �I i , SLAB - FILL ALL I I P.T. 4X4 I . CELLS W/ CONC. TYP. WHERE SHOWN I �° 2 :2X8 2 2X8 (2) 2X10 ' L— — —JJ I — _ _.. _... _. tp use N 5,-4 N N 23'-4 111'-4" iv BALLOON FRAME GABLE a BRICK LEDGE BELOW R 0 0 F P L A' N F 0 U N D A T 1 0 N P L A N THESE PLANS DESIGNED, PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAIL CONSTRUCTION SSTD 10-93 FOR A 110 MILE PER HOUR WIND LOAD FOUNDATION & ROOF PLANS scmc. 1/4" 1'_p" DRAMN BY J I IM G I L L I A MREVM DAM 12/12/97 PwN! NumaER 904 249 0072 R�M ADDITION TO THE PERSONS' RESIDENCE oAMO NWKR OF 4 A T L A N T IC B E A C H F L 0 R I D A Two - j 34'-8" op c3 40--2" MTS27B HB MTS27B fI00dk SW 2 SW 3 #21>0 M a P.T. 4X4 8' X 7' O.H. POSTS I ( �WINDOW,FAN _ \42 COVERED I PATIO 3' ( R �° ® I I WINDOW II r� ceil. FAN m SLOPE 1" I fan04H & C MTS278 SHOWERSW 3 F�fUNDATIOLWALL6' SGD BELOW 2'8 SHOP / GARAGE IHBI N b 42.. HIGH l 3/ 3 GREEN STORAGE ( I PLUGS ch HOUSE - . - J -- � rrp LIGHT i ROOM QXED DRYER VENT I f L -- -- — J RELOCATE EXISTING OOL to WATER i E IP. I ( FQUIP. N -, _ PUMP FLOOR. LIE 1)_ TO HERE DRAIN floor flo drain 3' 'I '�(j �__ — - .4—_ { cn I io ^ _ r — P U M _. DRI I .H. cell. _--� `.` I r NII 2'8 L., fan - _ I I SINK 2'$ POCK I^ HB \ „� I P2'8 1 r ___ 7- "� I z WAJH I I I Q cv 1 1 N — - floor I floor o 110 1 — -... — — — — — drain I drain N 1 3' P L TH ( `° I N I I `� •,, a � 2'6 I - 1 MTS278 #2 MTS278 M I jI ICE 1 5'-1d' 5'-� ( FRE ZER I GARAGE �� I I � � a I REFER. ICE I iii r►: �.',� .'J I (an I SLOPE 2" i SCREEN PORCH I ` � x I � I ,� I 4 CURB I SLOPE t" SCRN 1 -3- CID M I I I n 2" y G� 1 TYP. P.T. I I 4`- ''1!•. / 1� I cell ���4•' I 4X4 POS 5TO 3, I 0 01 ID s L—� I ( SCRN. ---- --- FOUNDATION PULL WN - _ . - - . - WALL I STAI I 2*8 COVERED GATE - - - - - - - - I I _- %* I BELOW ---------j ENTRY N I T. M 1 HB 4050 _ 17'-4" _- -------- 4 0 HB MT527 Q„Q,a �, E30XSWITCH a SWITCI� OCI apx Box MTS278 23'--4 I cv TO FLOUO uGF+TS Il BRICK LEDGE / FLAT ROOF FENCE TO ANDHOUSEU5E SNITCH AND FIRE ALARM ' [WIRE FOR 'SECURITY l BELOW CONNECTION. SWITCH F L. 0 0 R P L A N r0 HOUSE COL"UMNS'OF �, E L E C T R I C P L A N SWITCH CAR PORT THESE PLANS DESIGNED PER STANDARD FOR HURRICANE F R A M I N G N O T E S: SHEAR WALL N O T E S: RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 FOR A 110 MILE PER HOUR WIND LOAD 1.) METAL CONNETOR'S SEMCO U.O.N. SW #1 8d NAIL 0 la Q.C. 0 EDGES 2.) SEE OPENING DETAIL. SHEET #1 & 12” O.C. FIELD. FOR ANCHORS EA1. SIDE OF OPENINGS SW #2 = 8d NAIL 0 C O.C. 0 EDGES . F L 0 0 R & E L E C T R IC P L A N S AT EXTERIOR WALLS. & 12" O.C. FIELD, 3.) USE ECCL W/ SIDE SADDLE FOR ALL SW #3 8d NAIL 0 $ O.C. 0 EDGES, SQUARE FOOTAGES: CORNER POSTS AND PCM ALL OTHERS. & 12" O,C.. FIELD. WALL 1/4" 1'-O" °W'"'� J I M G I L L I A MREVISM ENCLOSED 1133 Dim 12/12/97 PHO"[ Nuum 904 249 0072 REVISED SCREEN PORCH --�----- 154 4.) USE CMP COLUM BASE ALL POSTS. ANY EXTERIOR WALLS WITHOUT SHEAR WALL COVERED PATIO 75 DESIGNATION TO BE MINIMUM SW #1, COVERED ENTRY 42 ADDITION TO THE PERSONS' RESIDENCE TOTAL UNDER ROOF 1404 WAWINo NUMBER OF 4 ATLANTIC BEACH , FLORIDA THREE w _ 31 ) Tc,-n* -S�t LOWERED VENT BUILT UP ROOF 12 TO HOUSE IT N H IT 11 H LI 11 11 If 11 H U 11 H 11 H If 11 Hit 11 11 111 Ilpffi 1.111111 1111H IIIHI 1111111 If 11 111111 111111 1111 11 111[11 HIT oil III) I CEDAR TRIM I Jill 11 111111 11111 BRICK SILL i I it 111111 11 —LL11 --- I SCREEN DOOR S 0 U T H E L E V A T 1 0 N r 11 11 [T 11 11111 111111 11 11IFNI I,[1 11 H IT H U I CEDAR 11 HLHI 111TI fill SHAKES !I [11111 1111111111m I LOWERED VENT SWING DOLOR SCREEN DOOR TO BRICK VENEER 12 TO GARAGE PORCH EQUIPMENT HT. PER OWNER • 1I�I- I ' , - - I E A S T E L E V A T 1 0 N 111111 1 47-1 i ao AN00 ALUM ROOM VENTS DOOR TO BRICK PER SHOP GARAGE S.G.D. AT STORAGE OWNER DOOR GREEN HOUSE N 0 R T H E L E V A TI O N i -!I! !! jjITII 111111 111111 111TH IIITII 1111ij 11 11 Ulf 11-i j THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 Hit 11 FOR A 110 MILE PIER HOUR WIND LOAD IITII H1111 III It E L E V A T 1 0 N S IT 11 1/4" 1'-0" owwn er J I M G I L L I A M CAM 12/12/97 PwmE NweEn 904 249 0072 n�wscn s ADDITION TO THE PERSONS' RESIDENCE SWING DOOR CEEDAR BOXED 1$' GARAGE DOOR Em orAMO Nuum OF 4 TO SHOP P:,T. 4X4 POST' ATLANTIC BEACH , FLORIDA , WEST ELENAT10N FOUR 311. 7E-n :�T