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Levy Road 600 REVISIONS B`t CD y HANNA PARK (CITY OF JACKSONVILLE) 1 (AIMN LINK FENCE I / 1 101 /4yg8 if tr -_ `�.t-Icv�-Tei'1/� • , �' / ROAD ��1t�14d' / � `� _ S t.h'l I N O L E o w lrnu�M!>< ro J 'gyp I IA&H W( h4� 1- H W+• l _ _ L I C � V'1 I TREE PLANTING DETAILx --C[D j f ' • - H BIN-%VOOD ON CON r 1 r C /-E� SEMINOLE ROAD G 13 {y 6-CP 7(J-v Q ' 6-- 13 Acci z b 36— PJ nQb �D r 5 6-1V l r: �v gt oav b�° SEM[NOLE ROAD � h-�-a�►u� mix 7� �A - - {IGt 17 I S'cT�1� D b i n 4lJF ,{?•' �' Mlll'lI W/--�"hNE .�-:-� �� H I x A& 22---FA 30 J � tE~iEp 3 C P r �� � SODS SHRUB PLANTING DETAIL ,r I l __.__..------_..__.�.__. __.---.__— ' PP L,A. NDSC'AP,E -PLAN SCALE 00= !GENERAL NOTES ANDSPCC'IFIC.' TIONS ALL PLANTS ML1S'r BE IIEALTIlY, VIGOROUS MATERIAL, FREE; OF PESTS AND DISEASE, ALL PLANTS SIDLE _ BE FLORIDA GRADE N.Q. , ORDE�'I�I'ER. � ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BIURLAPPED AS INDICATE ) IN THE PLANT LIST. ALL PLANTS SHALL BE TRIANGULATELY SPACED WHEN GRO1UPED TOGETHER IN MASS, - �►�---4 V-)ETAILS, ALL PLANTS AND PLANTING AREAS MUST BE cON'IPLETELY MIULCHED AS SPECIFIED r `lir NVITtl Two 12► INCITE' OEa'CYPRES i MUCH UR PINE BARK. : l � r,/`1 •E� • PRIOR TO CONSTRUCTION,THE LANDSCAPE GUNTRAcm S.WALL BE-RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILI'TIE'S AND SHALL AIVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OFTtIE WORK."CIIE LANDSCAPE CON"CI;tACTOIt IS RESPONSIBLE FOR REPAIRING ANY AND ALL DA&IAGE TO UTIILITIES,STRUCTURES, SITE APPURTENANCES, ETC.,WHICH OCCURS AS,% RESULT OF THE LANDSCAPE CONSTRUCTION [adAWN 'rilE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYIING ALL QUANTITIES SHOWN ON THE, PLANS, BEFORE PI2lCIN�T LE'IYORK. ' k, L�'I:A111'l�S ".� EDL �; ) 3 C ECKEO ALL PLANTING SHALL BE DONE IN ACCORDANCE wrril ACCEIPTABLE HORTICULTURAL PRACTICES. THIS IS TO INCLUDE;, PROPER PLANTING MIX, PLANT QUA T1"CY SYMH� � ANIF. S1"LE 13N=NlAR1S / • BED AND TREE PITPREPARATION,PRUNING,STAKING OR GUWING,WRAPPING. ATE/ SPRAYING, FERTILIZATION, PLANTING AND ADE UAT> MAINTTENANCE UNTIL10- l ') Q 34 CP ,CabhO palpip -:Sabal patlilotto I'0-14-16' CT ACCEPTANCE BY THE OXYNEtC � y � �c �� 1 12 Wlvl Wax Myo M nda Cenfcra 8x8 B&B THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY IWI'AINT'AINING ALL � a �S . . I NIG `a lea nolle Cii°anditlora Southcirrt 1V1a liolia 200 al. I'4-I G PLANTING (INCLUDING BUT NOT LIMITED CO ,WATERING,SPRAYING, FERTILIZING. �: �► �' (9 41 r 5`•, .; s , \ / JOB N O. ° ETC.)OF PLANTING AREAS AND.LAWNS UN`t114 TIIE WORK IS ACCEPTED IN TOTAL BY 70 VQ YSbltrnupi Qitoratis�imI'�ti� �Swe�l'V�btlrnum 7 gal. 30-36" 771-4244 TtIRLANDSCt1PL r1RCHi'rEGr_t+► DK Tt1E WN R ,': ! I'9 Q1 ` ParSOtt� lelrliet.. iaumpenis`�tiinensis 3 dal, 15-18" SHEET` • ALL PLANTS SHALL BE GUARANTEED FUR at),DAYS FROM FINAL INSPECTION AND 91 FA �OtI11Up Aztifek ' ' Rhododendron formostt 3 gal. 24-30" ACCEPTANCE, AL.L 1REES BALL[3E' GI'1AltaN rEE AN ADDITC((IJ+IAL, TSU DAY 72 �/p' ;:Varie Rt d Pitr'tspgrum ; Pitiisponitit t .bira variegata 3 gal. 24-30" ALL PLANTS ARE.SUBJECT TO APPROVAL By THE OWNER OR OWNER'S I S AG A a anthus' " L11y of the Nile I gal. till $ REPRESENTATIVE. PRIOR,TO PLANTf1NG,•ALL,TREES MUST BE APPROVED BY TAE �•�, OWNER�U�YlY1:/1tS I'3 ptiE,S �lY'rATIVE. °; 50 EG Ev6r�l r�ett G` k L rlopd L riape Muscari 'Giant' I gal. full EMERALD LANDSCAPE REPRESENTGUIDELINE SPECIFICATIONS, ONLY SHALLC(ONSTIERY TQCK" L 5 L[3 ° ''LlmeroGk laulderr 628 a FL 32222 S Old Middleburg Rd,Jacksonville, . "fUTE iVI1NIMl1M 1000' sq. ti. St. AugusdfiiOdratam soct QUALITY REQUIREMENTS FOR PLANT ATI IA - ;., r OF SHEETS t NATIONAL PRINTFAST NO. 166A-24x36 ens REVISIONS BY w HANNA PARK (CITY OF JACKSONVILLE) 65--- FA W M 'CIIAIN LINK FENCE ' p y ,� �' i r r) • , ) V �- t . � Irl 6 O � 1_ SEMINULE ROAD M'■ ,°'r Iwl,MIA To ZT 5--U P3 L13 23---P Lp WO z �� �! ':,..�i. .,• ` •• J ``,►` 1�r Mie I�•�t`"�i. -� Q � --( -- - '""n"q /��, TREE PLANTING DETAIL l—CP I1•ItAs11 IJIN-WOOD ON CON( tJ rt 27--VP ' a 1 �• 0—EC SEIVIINOLE ROAD I - L13 ul �i 7o v _ 36- pi po 1 6 —c p 5 L••h rI'-AdJlD1Lh MIX -TL, �a Qp oov n Qr'`°,O "het'd�gn Cr Nrtp �.l-,TSEMINULE ROAD hlAl, W�� hHewm4j 22—FA 30—PJ La,* f`1 �1� f � }n� .Ki •f\�., _ i+l{{� ` `/��i• , "` / � �/ /I G i/' 1 ►'R�� - /1---` ` _r. ,_ 1`° - T• `.+.. _.. r ! I SHRUB PLANTING DETAIL LANDSCAPE PLAN SCALE I"=l0' _S!ENL',RA1aN01FS AND SEE(,ll-I .A7 EONS ALL PLANTS MUST BE HEALTHY, VIGOROUS MA'T'ERIAL,FREE OF I PESTS AND I ' ASE. _ ALL PLANTS SHALL UE FLORIDA GRADE NO.- ALL )ALL PLAN'T'S NIUST BE CONTAINER-CROWN OR MALLEI)AND BURLLAPPED AS INUIC;•ATEn IN THE AN LIST. ALL PLANTS SHALL BE TRIANGULA'I'ELY SPACED WREN CROUPEID TOGETIIER IN MASS, - ALL-TREES MUST IIE GUYED AND&EAKEL)rt_Sli(?WN [�y'UIF�I)E,r I S, ALL, PLANTS AND PLANTING AREAS MUST BE COMPLETELY NIULCt;HED AS SPECIFIED Wl'ftl 'rWC) (2) LL`QIESOF(:-YPRESS MULCH OR PINE BARIC. 1 T� PRIORTO Q CONSTRUCTION,THE; LANDSCAPE CON`ri Au%crOR SHALIL UG_ItESI'UIVSIIDLIY FOR LOCATING ALL UNDERGROUND UTILITIES ANU SHALL AVOIDD DAMAGE TO ALL' UTILITIES DURING "KIIE COURSE OE'THE WORK. 'CtlE LANDSCAPE.I CON'CRACTOR IS . RESPONSIBLE FOR REPAIRING ANY AND ALL. DAMAG TQ UTILITIIES,'S'(RUCTURES, SITE APPURTENANCES, ETC.,WHICH OCCURS AS A'RESULT OFTILIE LANDSCAPE CQNST U 'TION, l THE LANDSCAPL CONTRACTOR IS:•RESPONSIBLE FOR VERIFYING jALL QUANTITIES. - o AWN 5t1R�YN N tIESE ANS, BF;E013E,PRICING:TtIE' \Y�)ttK ,4 ` ALL I;aNT>1NG SHALL 09 DQI�lR 1' ACCORDANCE WI-fifAf.'CE[''IAIOLE . c �aK�r� .ifORxI61LTTIRAL PRACTICES, •'ftllS IS.TQI(NCLLiQE. OI'E P ANVTINCi 11[T.i4,PI;AN� 'sc , G, }. ATE .. a ,.. I3ED IYI�►TIME,PIT t'(�1Et'ARAT!QN PRU I(YG STt I� O 'CU I Q RA ..,. .. r ,-A,.. �.. � ... „T , .� .. N �. /•. I'.[.�. `Ir •.1• �� 1. r E,.. .•4 ..�:' .1` 4 .'Y.f -..1., _d `fir. 5P (` ER IZA T NPL TIN D ADL 11tA 1 N UNTIL,`­_. . :j RAXIN , T+ TIL r Q. ► A G r1N t}A P+ . IN CIrI!� A CErs , N Patm SabaIt�itt r CT z .r 1 .. '3A C� Ca ba'g s• I � Ip. _ r n, "r L /1 //,�� ) wr . a �,. 1. E A P'CAN .t�' II:Y. - - ( Tim W �rt �. 1 'i. t ., 1. r, .. r. r 1 a - - 4 i CI'A' X� lv M r ,• ;.. AX rt10 ���� ,. 1 C / z w M a r r • 'iT CI r ' 1' L S E: UN I It III I MAIMI'CA N A sr LrILVD �. S E � FLfLI.X tNGI la - T A[' C 'L' SUNS ISE r .r . •, r ,x t X ,R �.. a . `f :. .. . ,1. 1. V 11' U D is 1: 1 �? „ y r MCI N1a Ila rare ItlClra Sp t ieril:M" a . ,. I n� G I x : 1 04 PLANT NC IN U TJT NA Ir I,11V1 T ll!Tb W i C R�'ILIZ NC � k . , � ,� .�: �., ., ;;:� � � �. ,, g `.f � ,., . � ( C�U � � ♦ AI r�P �1� ►1' r , ,. .�. .r ,•�, a 1% +; J JC]H NO. >�v r n - r • .. r r, ro U. E I P AN'T'I C A E D NS N _IL'1� IS CCIE I� l 't'U CA4 tIY � 70 'V0. r Vi�tlrnur Odoratis�imlln Sweet Y b r rYr �` � .:,�.. ,y;.. 46 4.a Ute 1. N RAS AN LAW i! 'I' 1l '1VQiRK A Gt lY R ) I > .:r • :r. ., 1 . 1r � .Tt tll CE tL.. : f ,rq w:. .:. . . _ C'I'AND 7 H _. ';.. ,... , . :. :..: �..:. ,.:• :• E �N •fm .a� Y {. i.I'I IAl�f2�C�►�'4:AR _ . ,.. Pl ads n lune r e ��a; 11111"•erl.is C Ens ,� •( �$- 4. n. �, II9 A q t e � ; a: 1 � ro y _h Y T "r w ". f3HEE J Y, 'V. n n t 1 1 .r 1 4 T II ! AND . ,�� s r � G 'II CU F lU' A• •L• r1Y� ,thy 'PL, S a1tAiVTL p Y•. 1.. C Q, A � E dD ,D NA l !� 1.4 A A L S R 111 T S .� � � .,, . ,. .,. , 91 AA �ortnpsa Azalea. hni��d�-nd o ar ftosa � .�> r , f �.. . . ,. �� r . . 7 V •` ' 'Vane �t,.d Pittis onim: Pitt rilfl�.tOb ra"varlt; ata. ��3 .. , .,y. . .i.,t ...., .^. qq ((�� {� .. Y.. �Y GJ. •P A L rIAPPROVAL1 - - - L S�.AR S ,IEC : 13 TI RU � � - PLAI�T pp U �TO �! Lt�UtVNEIi 0 . r. q. ., 1 . , ;• , n , r , ry�•Iaii. a�tne-rr11Q }•; :.i., .tTI hlil - k • REP E T VE PRIOR 1 AL T D APIPR D fl r ;;' _ 1 AC;: A pant us t r , , R SLNIA L TQ. .AN.CNG, L, REESIV,IUS'C •E Q1(E Y L ,. ,_. ..� �, Y "<�. � - hmg1k,'"LANDSCAPE I 1 tial Tri ar Giarl a t r Gian` Trio e L a`'a IIac i t )1 NER S.RLNR S LG EVC C�Ct! t'4 M txrr.�, s •� 1�. Sf r •G' r ,. r :r 1 STANDAIfDS•SET �. F'ORCtI tri l MEINCAN 9TANIIARD.0611 N6RSERYFSTOCK. lS LB Lurier�ck Boulders .. !. , .. . 322 1628 iddla6urg Rd.,JaClcsanvxlla,l fL 22 OPRESEN.'I'GUIDELINE SPEOP(exTION C1NLY AND'$,LCALL CONSI ITOT��MININi M - S Old ._ $: 4 ... 1000' s t1. St. A'u Usfinc,loratam sock 1 ITT ► S' O %AJ MATERIA S ,, ¢ ilt�_C F SII( ME1`ll'�Ir�i et 1�1T L t. OF SHEE7S AIAtIONA4 PghVTP/IST NO. 186A•24x38•'•'+ S'•, REVISIONS BY crap .fir °00 IV ft- Ns -Wb Mix Ta a goo c�o, o a ac y ` vr� °'� l'' HIA,01 w��� f-►w J , b F,irl�e . i ly1 o LAN G�'i� I-r' � •: - �\ `� •`�; � •G°t"'Iw�l� in •v I"1�lT d SHRUB PLANTING DETAIL • do v IP A,,..Wiel )csk?t�✓r Welt-- , (fib�[�.}��3 1Jlgro P6- ALL PLANTS IINIUST BE IIEALTtIY,VIGOROUS MATERIAL, FREE OF PESTS AND t Icv�Tit''�'� v1 ��'t t►`lL� DISEASE. . . . ► BK-FLQIUQA GRADE NO, 19 1 BETTER. br—° �``)rnU� '� 1'o ALL PLANTS IMUS' BE CONTAINER-CROWN OR BALLED AND BURLAIPIED AS �� INDICATED IMI THE PLAN" LISI '� �INk�1►t �h l ALL PLAN•rs!SIIALL BE•rR1ANGULATELY SPACED WIIEN GROUPED TOCETHER IN NIA 6N dr7 hII�L ait'rlfi. AJ.L_L TREES MIUS•1:,HE�QUYED AdLSTAKEI)AS SHOWN IN •1-IIF DETAll 5 ALT. PLANTS jANU PLANTING AREAS MUST BE CONIPLE'1'ELY t�IUL('IIEU AS SPECIFIED r,"H6 6 WITH TWQ (1) INCHES OE CYPRESS �IULCH 0-H-PINE BARK. PRIOR TO COINS'l'RUCI'ION,'I'llE LANDSCAPE CON'rRACTOR SIIALL BE RESPONSIBLE s. \ FOR LOCATIPNG ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE •1.O ALL UTILITIES DUIRINCTRE COURSE OFTHE WORK. TIIE LANDSCAPE CONT11,ACI'OR IS RESPONSIBLIE FOR REPAIRING ANY AND ALL DAtNIAGE •r0 UTILITIES,s,rRUCTURES, TREE PLANTING DETAIL SITE APPURTIENANCES, ETC., WHICtt OCCURS AS A RESULT OF•rtlE LANDSCAPE C`NS 1 RUC 1 TION- I ,r TIIE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES � " SIIO%VN ON 11-IIIESE PLANS, BEFQI1L-1A=G_TI!-EXY-( l) tK- ALL PLANTINIG SHALL BE DONE IN ACCORDANCE WITII ACCEPTABLE II0R'I'ICUL,rU1RAL PRACTICES. THIS IS TO INCLUDE PROPER PLANTING MIX, PLANT LIED AND'rlto E PIT PREPARATION, PRUNING,STAKING Olt GUYING, WRAPPING, r► "'� SPRAYING, FIERTILIZATION, PLANTING AND ADEQUA•rE NIAINTENANCE UNTIL ACCEPTANCE BYTHE OWNER •rI1E LANDSCAPE CONTItACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL. G PLANTING (IMCLUDING BUT NO'r LINIITED TO: WA'T'ERING,SPRAYING, FERTILIZINC, � ETC.) OF PLAIN,rING AREAS AND LAWNS UNTIL TIIE WORK IS ACCEPTED IN TO'T'AL BY I'IIE LANDSCAPE ARCHITECT ANI)THE WYNEIL ALL PLANTS SHALL BE GUARANTEED FOR 90 DAYS FROM FINAL INSPECTION AND ACC-EPTANG_ —ALL IREE4_,SHALL BE GUARAN•l LED AN ADDITIONAL 1811 12�XS. ALL PLAN•rs)ARE SUBJEC•r•I.0 APPROVAL BY Tt1E OWNER OR OWNER'S REPI(ESENTA'xiVE. PRIOR"r0 PLAN'T'ING,ALL TREES MUST RE APPROVED BY THE OWNER Oil ) ' ' REPRESENTATIYE. STANDARDS SSET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL C'ONS•rl ,UTE MINIMUNI ' MAU111AL. . PA E 1115 t" W�' "� r�---1 E N'l'RA N C E LP — LP o � " 7— LP ii 5 -WP 72—VO 7C) —FA � o I �` � — I — �1 I -- MC I PSh I — VC, . \ _ a P 7" �_� l I — 10— WP _ ! (tv LIIOX & GATE EN ,[Jr 31a � �� I PSP -.. r® � , r s y 6 P" \'�� _ f -- '•� �� _f • rF' ;� �{ ���< � r l� _ �w 1 •� � y - ! 1 , 1 I• —:`I l� I J � _ -- `; , / J� f \ ' J 1f �• 1 t• � y�•, ` � • � � �` '• � __ �-- o � � l � _ .7, � -?'r `�- ads J � r�;•• --' ? f � �r _ 1 t -- _ 35 FA 3c) 12C -F-1 SOU ) I_IQ—AG 3— LPi ICC—Ee 3 --LP i 50-11--1 �—r, p I �+7-- PJ 3—LPI Imo- CG 45 -PJ SEiV11NOL,E: ROAD SEMINOLE ROAD LLO'j.SC11E:UUL,E Q UANTITY SYM 11,1. NANI E SIZE REMARKS OFiAWN 6 MG INlagnolia Grandifloya Southern Magnolia 200 gal. 5" cal. 16-17' ��-- �l9 Wp Washingtonia palms Washingtonin robusta 10-16OA CHECK19D 23 LI'T Ligustrum Patio '1'ree Ligustrum Muscari Var. Giant 9x9' B&13 6 PSI Phoenix Sylvestris Wild Date palm 4' M%16 OA dATE r 6 Rp Ribbon palms Livistona Decipiens IO' OA 34 SP Sago Palms Cycas Revoluta 15 gal. 36x36" SCALE , 95 VO Viburnum Odoratissimunt Sweet Viburnum 7 gal. 30-36" JOB NO. 135 V1' Variegated I'ittisporu m Pittisportlm tobira variegata 3 gal. 24-30" —' (9�4) �.r y 196 FA Formosa Azalea Rhododendron Formosa 3 gal. 24-30" 771-4240 ` BHEET 100 IFI Indian Hawthorn Raphiolepis Indica 7 gal. 20-24" 250 AG Agapanthus Lily of the Nile I gal. 11111 650 EG Evergreen Giant Liriope Ntuscari 'Giant' I gal. 11111 LANDSCAPE SITE PLAN 251 Ili Parsoni Juniper Juniperus Chinensis 3 gal. 15-18" 220 SC Seasonal Calor 6" EMERALD LANDSCAPE f 5000' sq Il. St Augustine Floratam Solid sod ( 10 pallelg) 6285 Old Middleburg Rd.,Jacksonville,FL 32222 (SCALE 1"-l0') 80 yards pine bark mulch OF SHEETS NATIONAL PRINTFA5T NO f86A 24x36..., { REVISIONS BY d6-W atu u pa /b 6 / 4-,44Mix To oga ti ��° a 4 a o-00 p ro° d��° cD le. Ovu qc* n a �l►z1.�.t� 3 � FlIAL41 SHRUB PLANTING DETAIL ° a ' • o - ° r b GENERAL MES AIy_D_.SPECIF.1_C1'A:1-tONS it'AA.WIr-p�.• �4fyl' Lt ua « GLl L7` t 3 k'IR) 7 PSM ALL PLANTS NIIUST•BE HEALTHY, VIGOROUS h1AT•ERIAL, FREE OF PESTS AND ,/q' E�� � tlxLiy DISEASE c�t,- t Td' � ALL PLAN SMALL 3 : F',1,( 1U1)A (;Itr�l)J;-NQ 1 MULL L�LE-1:. M1/3' f1 �` row, n p�."Jr11F1kMl� To ALL PLANTS NIIUST ITE CONTAINER-GROWN Olt BALLED AND BURLAI'll AS INDICA-1111 IN '11•IIE PLANT LIST. IZZ) ALL PLANTS SMALL BE T•RIANGULA"TELY SPACED WHEN GROUPED T'OGET'l1Eli IN h1Nk�tl �i`� b1ASS, *N �--� f'� •I,. ` .,� I'vlrr ALL TREES NIU15T IIE GUYED rl USI .t\S LS?.IYN 11V:LkLE:L)�:"L't�LL W ALL PLANTS Amu PLANTING AREAS MUSTBE COMPLETELY NIULCIIED AS S1'ECIF•IED t�h WIT I •r\VO l21 IIN CUES )F CIVIIESS nlu1..Lt.I.S,2MIU lf.uuI / PRIOR"ro CONISTRUCr10N,T HE LANDSCAPE CONTRACTOR SIIALL BE-RESPONSIBLE FOR LOCA"rING; ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TU ALL UTILITIES DURIING THE COURSE OF THE WORK.. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE IFOR REPAIRING ANY AND ALL DAMAGETO UTILITIES,STRUCTURES. TREE PLANTING DETAIL SITE AI'll URTErNANCES, E"rc., wlllcll OCCURS AS A RESUL T OFTIIE LANDSCAPE: TILE LANDSCAIPE CONTRACTOR IS RESPONSIBLE FOIL VERIFYING ALL QUANTITIES SHOWN ON 1111IESE PLANS, ORE 1'JUMCL.11a ZyORK• y ALL PLAN"rING1 SHALL BE DONE IN ACCORDANCE \VII•II ACCEPTABLE � 11014TICULTURIAL i%u\cTICES. THIS IS TO INCLUDE PROPER PLANTING 1\11\, PLANT RED AND "TREE, PIT PREPARATION, PRUNING,S"rAKIN(; Olt GUYING, WILU't'ING, SPRAYING, F urrILIGATION, PLANTING AND ADEQUATE MAINTENANCE UNTIL, ~� I CCF'l'TANCE IIIY TIIE U\VNER THE LANDSCAIPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING IIUT•NO'r LIMITED TO: WATERING,SPRAYING, F'ER'TILIZING, ETC.) OF PLAN•II"LNG AREAS AND LAWNS UNT IL TILE WORK IS ACCEPTED IN TOTAL BY •'LiE: LAND5-C\IPF AltCHII' C1;j\ND'L•LLE(LWN-EdL ALL PLANTS SMALL III, CUARAN'TEED F'OR 'M DAYS FROINI FINAL INSPECTION AND ACCE;L1tk& !LLUIEGUAjiAtY'1;MAN-A11121'L' ONAL.181)UAYS. ALL PLANTS AIRE SUBJECT"TU APPROVAL lIY "rlIE OWNER Olt OWNER'S REPRESEN'r/\'nVE. PRIORTO PLANTING,ALL TRE FS MUSTBE APPROVED BY T•IIE OWNER Oft VNERIS 3 1_R.ES1vLYIA11YL STANDARDS SEA* FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENTGUIDELINE: SPECIFICATIONS ONLY AND SIIALL CONS'rIl'l1T'E IiNIINIMI0vI QUAL,,_11Y ItEQI!l1Li •ill 'N"TS�S1[il'�N"ll�lt�"fEltlr�L., 7- L P-1 p_. _ 7-LP 1. 0 5 —WP y .� 1 - Y 72-VO 79 -F- A _ _ r . 75-V P C �� !0 -''1V f� r 60 -VP f A 1z -vn , . V - _. 0 -VAP _- e ` I _ M I MG I -PSP I - VG - Mc- - � 2�� e _ ,. _ 1 -J 2c10- Ec Io- w P - _� -�wr� �_ � .- _ - _ r .fi q �n LIIox 4 GAAT EN' 'Rl��� ; , ' - P, -14� t Com.. ____ - . � � - .:J,.._-- .: ,�• ; ti. ."� - I ,..�� - ♦ �' J/. ` '... ( D .�` �, •,��r1 r. /� � � ,� � T �� � --�-•—r r.- � . , � i ` J /1 ��� )1) - /' � i \1 V-4 �_ t`y �. • l J�. J 1 V \ . \� / - t .� r• ���� r / r �y + o— 2� SC ° \ rt v — t/• t__ _ ; \ �• •�. �, 5—SP `� ,� •� .��V '" �>� � BYO r �-1 _ - t\ "�� �. 1 . `\ • � _ . _�_ - _ � I 9- R I PAVERSi - I PSP ;err ��- - ��J �- � 1-PSP �- ; ►, 5 ,P - 0 AGS 1 �4 10--AG 3- LP 1 _ 3-LP 45 -PJ o0 ECS 3 -� P � 50-�111_1 ISS(� 47 PJ -E I , SEIYIINULE ROADSEMINOLE ROAD PLANT-SCIIE?UE Nr1LlE�.._._---__ -_._.� .SIZE REn�1�XIULS DRAWN 6 N1C; !klagnolia Grandiflora Southern Magnolia '200 gal. 5" cal. 16-17' � .10 WI' Washingtonia palms Washingtonia robusta 10-16' Ort crtECKED 23 LPT 1-igustrum I'alio 'free Ligustrum Nluscari Var, Giant 9x9' 13&13 t, 11SI' Phoenix Sylvestris Wild Date Palm 14' CI-16 OA DATE 6 It 1) Ribbon Ilalnis Livistona Decipiens 10' OA ' .14 SP Sago PalrrlsC'ycas IZevohtta 15 gal. 36x36" SGALE 95 VO Viburnum Udoratissinnmt Sweet Viburnum '7 gal. 30-36" (904) JOB NO. 135 \'1' Varic'ated I'llIIsporum Pittisporum lobira variedata :3 gal. 24-30„ 196 FA Formosa Azalea Rhododendron tbrmosa .3 gal. 24-30" 771-4240 SHEET 100 III Indian l lawthorn Raphiolepis Indica '7 gal. 20-24" 250 AG Agapanthus Lily ol'the Nile I gal. till) 650 1:G Evergreen Giant Liriope Nluscari 'Giant' I gal. full ' LANDSCAPE SITE PLAN 251 PJ Parsoni Juniper Juniperus C'Itinensis 3 gal. 15-18" 220 SC Seasonal Color 16" EMERALD LANDSCAPE 5000' scl ti. St Augustine Floratam'Solid sod ( 10 pallets) 6285 Old Middleburg Rd.,Jacksonville,FL 32222 (SCALE 1"=10') 80 yards pine bark mulch OF SHEETS NATIONAL PRINTFAST NO I86A-24x36 o^ 65,081 C U- y •� tlD • ' • •V! 1 _• � .....rte-+�=^— �] ca u ?y ,t�J t LL � r p Y a 0rvi 6 F . w y r r w r A r1gsl LML EL +14 uu AO LL ujLOU Arl- �ITE PLAN EE)GE OF PAVEMENT EL• + I w T to ��GHTH sTREFT � n W i r t ' ro .Q9'WOW rw ` 'o ,D T d Tq A . y vo�)''9%t k k LL 00 x LU ` ti z me LML EL r � (Ano it P �,s C,yam, 164-I*AAf W, ui�~ LL LL LUr� 'bMn'i�1N1 t�r),a� p 1 e w4 ! cT r •. �•'�w.,,w,, w,.,r+.►rr, .,,. .. 4111+ .•,•- «.... .:,- ..,..,:� ter.�:� w °" �� ,_,,,,, .• 1 \ w.�.�._ _. ,� nam- � � «. rw. r1 ,., .... :. .:i. •--` � .. *- r '. ` 1 IT5. PLAN 165'.00 k i � Eafg Cf pAV�NT %�L• + �r _ f C88 am��N EIGHTH STREET if f I � DD , 0 I 5 _� 5 EIGI­Jt STREET _ 40.0R.O.W. ( Alli IP 50 -co PROF' DECK 'l i 'I EX15T HOUSE LOT 27 , BLOCK q ! ATLANTIC [3CI-1 , AS R IN FLAT o Q E300K 5 , PAGE Gcl Of- TIIE C/ UKKENT PUE3LIG R 5 OF DUVAL CO . F � e AppR a� DYED RECEIVED Q �m OF ATLANTIC BEACH CITY OF ATLANTIC BEACH , sU1VD1Na OFl*iC1S BUILDING s ZONING C7 MAR 4 5 ZD 3 FEB 2 4 2003 c BY: c) •rl FLOT IP50 .00 " IP -W 1 I It I i G X G POST W/SIMPSON G X G POST W/51MP5ON ABUGG POST BASE ABUGG POET BASE �n N a. 2/2 X 10 BEAM �� 2/2 X 10 BEAM � j a a- L9 A _ oO oa W ry t � b � ELEOTRIGAL KEY �; X Q vx r-4 co [ N Q \ v W L CEILING MOUNT FIX � dM W ht WALL MOUNTED FIXro _ W w oz p ---�--� FLOURESCENT FIX W O °_lid � 220V 1=1 • 0 x CEILING FAN a WASH DRY TUB x o ,�,�✓ �' co WIRE FOR FANS ONLY j N x Q DUPLEX REGEPTACLE � z _d [ O � O m p 220V RECEPTACLE m � 00 ° LAUN. ° nc { r - - WHEATHER PROOF RECEPTACLE `n v � -- - -- -� WALL 5WITCH10'-0' wP NII 2/2 x 10 5m. 10, o 2/2 x 10 BM. 3 WAY WALL SWITCHRZ ' W f•' m m I 2/2. x 10 BEAM 2/2 x 10 BM. . 2/2 X 10. BEAM /2 x 10 B1. 1 ._q. 3._7. DEG K FRAMING 15T FLOOR FLAN W/ ELECTRICAL 1/4. 1•_0" 1/4` - 1'-0" S' X 10' THCKENED EDGE 4" GONG. SLAP G X G W1.4 X W1.4 WWM OR 10/10 1 WWF OVER G MI VAPOR `'� BARRIER + GLEAN. COMP FILL EXICJT KIT TU08 a I) • J o O 12' RAKE N 11...1 b Lv ' v I unQ EXIST D f I BATF .-- El a m . N I I I li r ' + ! I IN DEC .,K w Q ! I N J �, e 1� CLaZ co _ - 0 o J7 � �' � m ( I �' W N o Fix c O u� 1�_1 0 FLOW o n 3-- J I r" � #k 52 � � r � ! x cry cm 12RAKE CIOIlls A tCS LL- L —J bL LLI o � B" X 10' THCKENED DGEp o 14'-0" 70, (0 C3 t 3 17' g. of 17, B, T S�fEET FOUNDATION PLAN ROOF FRAMING DEGK PLAN W/ ELECTRICAL 1/4" = V-o- 1/4" = 1'-0' 1/4• = 1'-0- _ - g �— EX15T ROOT' + SLOPE EXISTING rr 2 X G RAFTERS I I 1i1 < V r« i 2 X MAILING as � i EXIII HE c� I = /2 X 10 BEAM i - 2 12 - PROP. ROOFW/ it F113ERG A55 5HINGLE5 STUCCO FIN. _ I ` I I G X G P05T W/51MP5ON ABUGG P05T BASE EXISTING HOU5E 2 X 4 RAILING SIDE ELEVATION i 1/4" -` 1'-- O i ( REG. .JOIST RANGER _= 1 5EMG0 UHPGA210 P.T. 2 X 8 5YP W/2-1/2' DIA X S' BOLTS a 24'. O.C. 2 )X 5 FLOOR J015RT d 1G' O.C. ) r % l Al 2/2 X :10 BEAM 1 5EMC0 UHPGA210 REG. JOIST HANGER ti r LOUVER CLIP BEAM TO BRG PT'S W/C2351MP50N HG CLIPS FIORZ 5 3 8L 15, O.H. T, ST EXISTING HOU5Elop Ir F • G = Iff . - EX15T G X iG POST W/51MP50N BUILDING ABUGG P05T BASE = 2/2 X 10 BEAM 2/2 X 10 BEAM � tit , PROP, ROOF W/ • ° aE5 - I�IBERGLA55 SHINGL Q 1:1 E IST S. .tQ f�\/ � ''r.'/` �`/ �% STUCCO FIN. � 1ST WI 5. _ / N'll 00 6 X 6 POST W/5IMP50N 1 X 4 TRIM r +� -v- 4, A'�\ �\ � 24' X 24 X 100 COL. ://\� ABUGG P05T BASE FTG. W/3 #5 EW Co V3 FP\ ONT ELEVATION SHEET DECK SECTION 1i4" - 1'- C)- EXI5T3OG5DR 1,= 1,_o. O 0 Q) lt_I Q W f-- Q NAIL 7/16. 058 OR 15/32' COX ROOF 51�EATI-flNG AT G' O.G. STRUCTURAL NOTES ON ALL 5UPPORT5 W/ 8d RING 5HANK 1. ALL LAPS IN TOP PLATE SMALL BE A MIINIMUM OF 4' AND NAILED FIBERGLASS 5HINGLES W/ 12--lGd GOM. NAILS_ -•? 15# BUILDING PAPER ' 2_ ALL 5HEARWALLS SMALL BE NAILED AT 3" OR G" O.G. A5 NOTED ON ALL EDGES AND 12' O.G. INTERMEDIAkTE W/ 8d COM. (U.0-N.) BLOCK ALL UNSUPPORTED EDGES W/ 2 X 4 >;LATWI5E BLOCKING. SHEARWALLS SHALL BE 15/32" GDX Ofd' 7/1G' OSB. SEMGO TPP4 CLIP 32- O.G. 3. ALL GABLE ENDS 511ALL BE BALLOON FRAMING AND BRACED PER w/$-10d NAILS ATTAGHED DETAIL. METAL FLA5HING 2 X G RAFTER5 1X 2 NAILER e 24' Q.C. 4. DESIGN WIND LOADS ARE BASED ON. S•STD 10-99 WITH A WIND' SPEED OF 110 M.P.H. 1/2• GEIL. BD. 5. STRAP HEADER STUDS TO DOUBLE PLATE WITH TPPG/4 AT EACH 2 x G 5u8 FASCIA END OF DEADER AND NAIL WITH EIGHTC8>�-10d COM. NAILS CU.O.N.) 2' CONT. VENT. HURRICANECLIP EACH JOIST • SOFFIT 55T-MT5 12 CLIP G. HEADER STUDS AND HEADER GeRIPPLE5 5HOULD BE NAILED TOGETHERI x 4FRIEZE en. 2/2 X 4 #2 5YP TOP PL. . AT G" O.C. W/1Gd STAGGERED. CLIP- UNIIT TO SHOE WITH ONE Cl) TPPG/4 GLIPS AND NAIL WITI­f EIGHT C8)--10d GOM_ NAILS CU.O-N.) 7. ALL WINDOWS AND DOOR COMPONENTS, MUST WITHSTAND A 100 MPH WIND LOAD. 8. ALL GONNECTORS ARE SIMPSON OR EQUAL CU.O.N.) 7/1(a- 055 BOARD NAIL A5 NOTED R-11 INSULATION 9. FOUNDATION DESIGN IS BASED ON A IMINIMUM SOIL BEARING CAPACITY OF 2000 P.S.F. 10_ TYPICAL HEADERS FOR WINDOWS AND DOORS: 2 x 4 5TUD5 • 16" O.G. USE 2-2 X 10'5 FOR SINGLE STORY GON5TRUGTION AND ON TYVEK FILM � THE 5EGOND FLOOR DE TWO JTORY 1CON5TRUCTION. USE 2 2 X 12.5 FOR THE FIRST FLOOR OF TWO' 5TOR Y GONSTRUGTION. MATERIAL . 5HALL BE NO-2 OR BETTER 5OUTMERN YELLOW PINE C SYP). THESE SIZES EXT. FINISH AND MATERIAL SMALL APPLY UNLE55 O)THERW15E NOTED ON THE: PLANS. A5 PSR EL vATIONS R-11 INSULATION C SEMCO TPP4 CLIP s 32' O.G. W/8-10d NAILS 20 X ,2 . X P.T. 2 X 4 PL. W/ 1/2• X 7' KWIK BOLT5 a 32' O.G. .0F. ' GONG. 5LAB ' 4- GONG. 5LAB - 4 � STUDABLE TI k STUD 5PAGING FOR EXT. LOAD--BLEARING WALLS .°. ,: .� G.L, a • ' a' ° CEILING O. 2 SPF O. 2 SYP NO. 1 5TI� // /// '// //� /% r / \/ ' . . / / \ N N I��/ / vAPaR BABBLE /� / HEIGHT 2 X 4 2 X G 2X4E 2 X G 2 X 4 2XG� 8• R /\�/ �\/��/\/ \�/�\// • 1 #5 CONT. VAPOR BARRIER ; / 2 #5 CONT. COMP. FILL 9f 16 O.G. 24 O.G. 1Ga O.O. 24 O.G. 1G� O.G. 24" D.G. 1G Cil loft 12" O.G. 24. O.C. 12. O.G%. 24. O.G. 16' O.G. 24" O.G.. cel lift N/A IG' O.C. N/A 16- O.G. N/A 24" O.G. 0) 12f N/A 1G' Q.G. N/A 16, O.G. N/A 24- Q.G. 13ft N/A 12' O.G. N/A 16' O.G. N/A 1G.�" O.C. T �tICKENED EDGE SEOTION INTERIOR TIIICKENED SLAD ' 14ft N/A X2" O.G. N/A 12" O.G. N/A IG- O.G. s -� LL 1 c a Lo co -5 SHEET ............ z 0 > AD -D 10 0 '�E Z: t J 0 pl\ UMJ 11 oz 9 EIGHTH STREET 40.0 R.O.W. IP 50.00 IP RE( -, a6 , W city of �t�7 �� �sclit��; FROP DECK .. 32.C' B.L. EX15T HOUSE LOT 27 , BLOCK q , ATLANTIC BCH , A REGORDED IN FLAT a 0 BOOK 5 ., PAGE Gcl OF THE CUP\ P,\ ENT 0 0 PUBLIC P\ EGORD 'S ODUVAL 00 - F a � �w �� sonln�, �ubdirhioll MM �IhK NMi w i WrAftft lociof/M Q�p�rMr wl��orid. cM.w ���1. FINr r M• � � P • PLOT P dQiPPROVED -"" 10.0" CITY P ATLANTIC BEACH BUILDING OFFICE iP 50.00' iP2001 SHEET r el rH O d N Z a � a EXIST. HOUSE EXIST. t1OU5E c� � EXIST 3068 DR REPLACE 3-EXI5T WINDOWS W/6068 FRENCH DRS. oz o 7771 EXIST WINS. EXI57 WINS. AL Ttf EXIST WINS. 5'-5" � m m Le Z ° f ROP DECK d t� o X � � � o � \% X 6 P05T W/5IMIP50N N ASlJ66 P05T BASE 6: E N 2 X RAILING 2/2 X 10 BEAM 2/2 X 10 BEAM CLIP BEAM TO BRG PT'5 W/C2) 5IMP50N H6 CUPS 10'-5" 10'-9' 21'-2' 1ST FLOOR PLAN 2ND FLOOR PLAN EXIST . HOUSE EXIST. F10U'SE � D � X OILTS 24 O EXIST WINS. a � w a m W X 1; �G°C�o.c�aV s�T I I I ° o N � 1� 30' X 30' X 10' COL. Q N N FTG. W/3 #4 EW CV 2/2 X 10 EAM 2/2 X 10 BEAM � L � L � c f_ 10'-5" L 10'-9" 10"-5' FRAMING PLAN FOUNDATION PLAN L Q � SHEET 35-(� -358 Ft St 0 0 EXIST ROOF SLOPE < 2 X RAILING in 2/2 X 10 BEAM G X G POST W/SIMPSON ABUGG P05T BASE EXISTING HOUSE SIDE ELEVATION 1/4' = 1°-0" -' X 4" POST W/ 5IMP50N ABU44 P05T BASE P.T. 2 X 8 5YP W/2--1/2' p DIA X 8" 13OLT5 • 24' O.G. 2/2 X 10 BEAM 2 X 8 FLOOR JOISRT " e IG' O.G. 1 CLIP BEAM TO BRG PT'5 1 SEMGO UHPGA210 W/C2)51MP50N HG GLIP5 REG. J015T MANGER LOUVER EX15T ROOF + SLOPE 1 SEMCO UI-IPGA210 REG. JOIST MANGER f 1 X 4 FRIEZE 15" O.H. EX15TING MOUSE • �4 EX15T " G X G P05T W/5IMP50N BUILDING ABUGG POST BASE 2/2 X 10 BEAM 2/2 X 10 BEAM C�1 El C 4 ,+f f > 1 X 4 TRIM t EX15T wlNs. X15T WINS. C � IN 5TUC00 FIN. > c: 30* X 30" X 10" COL. FTG. W/3 ' EW /\ G X G P05T W/SIMPSON r ABUGG P05T BASE - ONT ELEVATION C() �3 1/4 - l'-O' 2 STRY SEOTION SHEET 1•= 1._0. 356 - 357 . . . . . . . . I . ­..., 1.I 11 rl.., .", ..V.- , , .: ,;, � ,I, , . 1 ., 1 . . 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(.`. rvw ate'%'' � _ d -ire:. - , _._..t..„,s,._ems:__,_ - .1:, •,M1 ,.. _r ,,. a :a � , 3; . 1.. �.p. .. : - •• '. ,, ., ti , . -? y:: .. r. I. .. .: .. .. -, ,' .' .,... i �.. .r:,' • r ,! r -d :i . ,, _ F ,.,,l ....• v ,..- 4 ., .. f , y a - it t .. r r;� 4 J �` 1- i T. L_:- _w. - __ __ �._.. ,.. r r 7 -rr mr. ,,_ r f ...,r - _ r :.r;•: - w .. ., ., _ j s,.. . :. .. .. .. . - r _ ,. .. - : f , .� - .. r L., hr w. =, rc' \, r('/I , , r ... .. .. _... --- ... -..r,_ ............_. _ r., , ELECTRICAL FIXTURE LEGEND: $ TOGGLE SWITCH -- $ DIMMER SWITCH _ D DUPLEX RECEPTACLE a DUPLEX REC. ABOVE COUNTER (4411 A,F,F.) 1 10' UTILITY EASEMENT SETBACK \ 3 DUP. REC. - WEATHERPROOF ® 220V, OUTLET/JUNCTION BOX �j 110 V. JUNCTION BOX Q TELEPHONE OUTLET 1 EXIST 1 POOL \ 5 SMOKE DETECTOR 5 CABLE TV OUTLET ` 01 A PENDANT CEILING LT, FIXTURE I 0- I ` 0, B WALL MTD. LT. FIXTURE 1 f f \ EXIST GONG \ � C RECESSED CEILING LT. FIXTURE I IL ' DRIVE711 D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT E EXHAUST FAN/LIGHT COMBO, - $ SEPARATELY , V F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $19) I ' G EXHAUST FAN I \ \ J FLUORESCENT - SURFACE MTD K VANITY FIXTURE + N' V L 2411 UNDERCOUNTER LIGHT R CEILING FIXTURE - SURFACE MTD. SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. I I `�0 ' I EXISTING HOUSE PROVIDE GFI CIRCUITS AT ALL OUTLETS AT ' 41 \�''A \ WET OR DAMP AREAS, I I �I ,,I.PROVIDE AFCI'S IN ALL BEDROOMS PER NEC a NEW SUITE 7 ARTICLE 210-12. 1 41 ut ADDITION COORDINATE W/ SECURITY SUBCONTRACTOR FOR I �` ► OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V 1 01 0 \ POWER SUPPLY FOR SECURITY PANEL I I I15' SI EY RD SETBACK � 231-1111 � l EXIST CONC / WALK L w 8th STREET a SITE PLAN 1/1611 = 11-011 LOT 11 & THE WEST 23,69 FT OF LOT 12 AS SHOWN ON MAP OF CLUB MANOR AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF lTL DUVAL COUNTY, FLORIDA. `. IMPERVIOUS AREA CALCULATION EXIST HOME 2606 PROPOSED ADDITION 240 EXIST DRIVE 650 EXIST SIDEWALK 140 $636 S.F. SARAH EXIST TOTAL LOT AREA 10840 S.F. DA 3• 2868 IMPERIOUS PROPOSED 33.5'!• 00 13 IMPERVIOUS ALLOWED 50% tw LIVING ROOM KITCHEN 0 CLASS OF OCCUPANCY: GROUP R3 p N TYPE OF CONSTRUCTION: TYPE VI UNPROTECTED RELOCATE J � HIGHEST POINT OF ROOF ABOVE CHANDELIER EXIST GRADE: TO CENTER ON MASTER. BEDROOM. WINDOWS W EXIST ROOF; 131�10�� Z FIL NEW ROOF: 131-411 E Cop V NO PROTECTED TREES AFFECTED BY THIS PROJECT. � I -4—• ",jaiEXIST MASONRY CONSTRUCTION 1 FV A N ,r'' DA 2 ` , t' � O LEGEND y� O w SW-1 SHEARWALL W/ 1/211 CDX PLYWD SHEATHING' 6' CASED OPENING c4 z ON 2x6 SPF #2 STUDS @ 1611 O.C. SECURE W/ _ '1 ` — — — -- - -- -- 8d COMMON WIRE NAILS @ 3" O.C. AT EDGES �`� _ — — — — _ n & 6" O.C. IN FIELD. INSTALL SPF 12 BLOCKING ,y r, cv A � AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON `• �. mak/ r 0 1 �y HTT22 W/ 5/811x1211 ANCHOR BOLT & W/ 32-16d NAIL�S ,;; cv ► I TO STUDS AT EAC O OF S EARWALL SEGMENT TAB ,E, 1 COMPONENT AND CL�; DING `� 0�=4 ut —OUTLET C y__ TO STEM WALL BE J n /� 1 DESI�yN FRES URES 2 INSIDE ► ' ` Z COP DESIGN CRI RIA ANl? LOADS �/ �' z � < ` � > � of Atlantic Beach 0 T CABINET. ► `�`, �,� I t _ Planning Citand Zoning Department Building one �`� ./ ALL OTHERS <F O g A P P R O V E r esi natio �� ------- 2001 lorida BuildingCode g Interior Zone End Zoner .` J ABOVE CAB, ► �,-1 `�� 1 r This approval verifies compliance with applicable . U) INCL TEL, ► , . zoning, subdivision and other local land R E t; i I E ® CITY. OF ATLANTIC BEACH (paf) (pof) O O development regulations, but does not constitute CITY OF ATLANTIC BEACH BUILDING oF�Iclr w' Code o i Effective a N F- C v v C b ^ ANSI/ASCE 7- 8 Wind Area �ti O � approval for the Issuance of permits. Compliance BUILDING &ZONING _• ' F L O O R P L A N - �______________ _ 7 ' '. O with Florida Building Code and all other applicable ) nn I. �= N ~�~ N local, State and derat permitting requirement:! R 0 1 6U�'P (Gds 1.25) 0 - 20 of +48 -51 +48 -60) 1/411 1'-011 _ 1241-6201 SITTING g ity � 2 9 200413oof Loading c- must be verified by signature of the C of Atlantis a lfl W 241-2878 81 CLO W Beach Building Official prior to lasuence of w` �_. y ► a ' Top Chord Dead Load 7 paf ='_ ! Z 249.8413 CARPET r �y Z Building Permit, �J y� Top Chord Live Load 20 paf 21 - 50 of +46 -49 +46 -571 N If Approval BY' 'tL _ Bottom Chord Dead Load 5 of =- ------- a� o men BY: a � Bottom Chord Live Load 10 paf B 3-30 0 SH oate: ...�� " ., p r► r .��� Y 51 100 sf +43 -48 +•r!3 -52! Syy-1 REL CATED 6i-lyn 'Floor �oc�ina (Cd. 1,00) '1 1 Top Chord Dead Load 10 paf 101 - 200 of + + ,► Top Chord Live Load 40 paf 42 -45 w�2 -491 23'-11" Bottom Chord Dead Load 5 paf q b q RESIDENCE Bottom Chord Live Load 0 paf END ZONE DISTANCE, a - 6 NOTES: 1, VERIFY ALL DIMENSIONS, C A R I` I G A N ADDITION THIS STRUCTURE IS LOCATED IN THE � EXIST WALL TO REMAIN WIND BORNE DEBRIS REGION AND HAS C — — — EXIST WALL TO BE REMOVED 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. 170 EIGHTH STREET ® NEW WALL SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS ATLANTIC BEACH FLORIDA BEEN DESIGNED AS A PARTIALLY ENCLOSED ► !, OTHERWISE NOTED. FOS a FACE OF STUD, STRUCTURE, AS SUCH THE GYPSUM BOARD J2 Structural Engineer: "" Wind Loadina (Cd- 1.60) CEILING MAY NOT BE USED AS TRUSS AREAS: 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL a BWI Consulting, Inc. ASCE 7-88, 3a Guat 120 MPH BOTTOM CHORD BRACING. RE-rZR TO EXISTING 2606 SF EXTERIOR DOORS. �. Fisher & Simmons Architects Inc. Exposure Category C TRUSS DESIGN DRAWINGS FOR I)RACING SUITE ADD'N 240 24 P.O. Box 51604 1510B Second Street South Jacksonville Beach, Florida - Importance Factor 1,0 LOCATIONS, ACCEPTABLE METHODS4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE„ o Jacksonville Beach, Florida 3��40 TOTAL 2846 SF CHAPTER 16, FOR 120 MPH WINDS. ca FBPE to N0. 9398 " Building Category II INCLUDE 1X4 SPF RAA-RUNS ,W/ 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIB)j, 40mm 0402 d. T5 ,hkd JWTS daty 3/23/04 1 of 2 w Partially Enalooed COMMON NAILS IN EACH TRUSS OOR R OR APPROVED EQUAL, STUDS CAN BE SPF NO, 2, ALL TIMBER SHALL HAVE A z Interior Presoure Coeff 0.55 SIMPSON TSB2-24 W/ 2-10dxl 1/:111`. NAILS sh G&G Deoign Preootureo (See table 1) IN EACH TRU55. MAXIMUM MOISTURE CONTENT OF 19%. x PLANS Al EXTENDED HIP ROOF W/ FIBERGLASS SHINGLES MATCHING EXISTING CONTRACTOR CONFIRM 12 12 - 7-111 12 FASCIA MATCHING -3F 3 �_ IIII �I I_.11 1LW�U-JIIJJJ_1LLL1U L11-11-.�.l.111L _ 21-611 EXIST 21-61'� 1212 I I SLI_1.�.11 -ll---1J1L.111LL!11 -r- i�- � 1�1J1�U�11 W 11L11_U 111L1 1LL�..1�J1 6" BAND 1" THICK -LLD �_�.L�II I I�j� 11 II [:11E] MATCHING EXISTLL Ll II I 1 1:1 J llLUJJ 1 L1lJ�J LILI.LILI�J� 1L1 Lll_� N N i I I I i l I � � j .w J X72EUJ1lLl l IIII j l l l l _11 J 411 BAND 3/411 THICK�� L \NEW �L I�L���.�� MATCHING EXIST ��JI N EXIST WALL iLLILI-LI 41 1_I-U_MU1=L11JLU t- IJ 11.1llLll I I I II I ILLI l IIIILi I FTN. FLOOR j u u_111 III IIII 11J L l jJ 11 I I Ll�l I Ll L11.11.1.1 11 lir 11ll_ ll �l 1 I lLU !. 11 J11 1 I' >lw' EXISTING ADDITION 1-011-ADDITION EXISTING HARDI-PLANK STRAIGHTEDGE SHINGLE SIDING MATCHING EXIST NORTH ELEVATION WEST ELEVATION 1/4" = 1'-0" WINDOW TRIM TO MATCH EXIST WINDOW 1/4" = 1'-0" EXTENDED HIP ROOF W/ FIBERGLASS TRIM AT EXIST SHAKED AREAS OF HOUSE SHINGLES MATCHING EXISTING 12 2'-6u* FASCIA MATCHING ^I3 EXIST SIMPSON H8 TWISTED STRAP W/ 10-10d NAILS CONTRACTOR CONFIRM @ EACH RAFTER FIBERGLASS SHINGLES ON R-30 F'GLASS BATTS CONT EXIST ADJACENT 6" BAND 1" THICK W/ BAFFLES @ EAVES WALL & ROOF 1L MATCHING EXIST LAPPED 30# f=ELTs ON JE11 7/16" OSB PLYWD ON 2x6 12 2x6 CEILING JOIST @ Lb LLULU-ba ILL RAFTERS @ 2411 O,C, MATCH 3�— 24" O.C. W/ 6-16d NAILS MATCHING EXIST EXIST TO ADJACENT RAFTER ao 4" BAND 3/4" THICK CONT ALUM SAVE I-LLLLLiLfl-LLLLMATCHING EXIST DRIP OVER P.T, 1x3 +8'-1 1/ " ON P.T. #1 2x8 FASCIA 1/2" CEILING GYP BD MATCHING EXIST -LLL11 I ILI FIN. FLOOR DBLE 2x6 SYP #2 TOP MffHLII I III SLI I� II HARDI-PLANK STRAIGHT-EDGE SHINGLE 1/2" PLYWD SOFFIT PLATE W/ SIMPSON SPH6 SIDING MATCHING EXIST W/ CONT 2" SCREENED @ 32 & EVERY HEADER N KING STUD W/ 10-10d VENT MATCHING EXIST N w EXISTING ( 101-011 ADDITION � NAILS tu 1/2" GYPSUM BD tu2x12 v EAST ELEVATION W/P1 ACK &Y2 KINGSADER TYP < 1/411 = 1'-011 U.O.N. 2 0 HARDIPLANK SHINGLES ~ MATCHING & ALIGNED >- W/ EXISTING SHINGLES R,19 GATT INSUL CONT W ON LAPPED 30# FELTS ONIL 1/2" CDX PLYWD SHEATH'G 1/2" GYPSUM BD H 7 ON 2x6 STUDS @ 16" O,C. w - 8d NAILS @ C" O.C. CONT CONCRETE NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS & SLABS 2,500 PSI AT 28 DAYS (UNO). 3/4" PLYWD JOISTS FLR - 2. ALL REINFORCING STEEL #3 & BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO), ON P,T, 2x8 JOISTS CO 3. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 251' LAP, W1 2x8 SYP C PLATE C� 16" O.C. iq 4, FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF, 2./ 1/2 x10 ANCHOR BOLT W/ 5. EARTH FILL SUPPORTING SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL. & 7."x2"x1/8" WASHER ® 24" O.C. +O'-O" W/ SIMPSON CS16 STRAP COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED) PROCTOR MAXIMUM DRY DENSITY. MINIMUM SOIL BEARING CAPACITY a 2000 PSF. @ 32" O.C. & HEADER KING TERMITE SHIELD CONT 6, STEMWALLS OVER 4 COURSES TALL REQUIRES SPECIAL ATTENTION TO BRACING DURING �% STUDS - SEE NOTE A N CONSTRUCTION, CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS, STUCCO WASH DIRECTLY 8" CMU W/ #5 IN 7. TO CONTROL CRACKING IN THE SLAB CUT 1" DEEP SAW CUTS IN A 151x15' GRID THROUGHOUT ON CMU ��,�-� FILLED CELL @ ENDS, THE SLAB WITHIN 12 HOURS OF A CdNCRETE PLACEMENT, �\ � 81-011 - i�/�/�/\ \/\/\/,�i CORNERS & O.C.O,C. FINISH GRADE - SLOPE �/\//\�/\�/� \�/\�/� ! ' 8, DO NOT SCALE FOOTING DIMENSIONS & LOCATIONS FROM THE FOUNDATION PLAN, DO NOT AWAY FROM BUILDING DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN, If= FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT 4 `0 %\ THE ENGINEER OF RECORD. '6"xa" CONC FTG WI 2-#5 CONT EXIST RIDGE 2x4 COLLAR * 1 WALL SECTION jr EVERY OTHER R FTEF 2 1/2" = 1'-0" S'T SET W/ 5-10d N AILS 411 EACH END 1 5/8" NOTE A; PROVIDE SIMPSON C516x48" STRAP 0 32" O.C. & AT HEADER KINGS CS16 PROFILE WRAPPING P.T, 2x8 PLATE IN PROFILE SHOWN W/ 8-10d NAILS INTO STUD 2x10 FASTEN 2x10N IL R NOTES: TO ROOF W/ 5-12d 1, ROOF SHEATHING TO BE 7/16" MIN, OSB W/ 8d " uv NAILS 0 24" O. , COMMON WIRE NAILS @ 4" O.C. @ ALL EDGES & �t? 6" OL, 0 INTERMEDIATE SUPPORTS. , C \ O 2. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWD ' +tib ,�Q /� \R W/ BLOCKING AT EDGES, W/ 8d COMMON NAILS AT tCi `r/ w \+ts, C143" O.C. AT EDGES & 611 O.C. IN FIELD. "- Li SEE BHT A2 FOR SHEAR WALLS & NOTES. 3, GLUE & NAIL ALL 3/4" STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING ,:W/ 10, c ° 0 " / COMMON WIRE NAILS @ 4" O.C. EDGES & 6" O.C. FIELD, INSTALL SOLID,` �i�' EXIST 8 CONC BLOCK ON \ 16"x8" CONC FOOTING a0 w BLOCKING BE FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS:. �' / cv \ RAFTER O ll TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS @ 6" O.C. ":;� P.T. 2x4 KNEE WALL SITTING ON Q 4. ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL, EXIST FOOTING LEDGE / \NAILER H / \ X / CV7-1 r'z C� " CONCRETE! ON _ 16"x8" coNc FOOTING w/ .� _.. .� _ _ _ _ �. - - _.__ - - _. _ __.. - - - ___. _ ..._.. _... — _ _ 8 2-#5 CONT W/ FILLED CELL ❑ W/ #5 VERT @ ALL CORNERS, ❑ d ti, ` ► N ENDS, & 4'-0" { O.C. - ALIGN N W/ EXIST FOUNDATION ti `tea �b 4 r a ATTACH NEW FOOTING TO EXIST a W/ 2- #5 BARS x 11•-6" EPDXIED -i L� w a , El INTO INTO HOLES DRILLED 6 INTO EXIST El IL I- FTG FTG @ 1011 O.C. CENTERED IN DEPTH Q OF Fx OOTING w- IG- co CAR (� GANESIC� ENCE ADDITION ❑ ❑ ❑ ❑ ❑ ❑ ❑ C4 = 170 EIGHTH STREET 12 ATLANTIC BEACH, FLORIDA P.T. 2X8 JOISTS 0 16" O.C. 231-1111 Structural Engineer:2x6 RAFTERS OVER 2x6 CEILING JOISTS @ 24" BWI Consulting, Inc. Inc.Fisher & Simmons Architects, � C. H8 TO TOP PLATE Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida a FOUNDATION PLAN FLOOR FRAMING PLAN a ROOF FRAMING PLAN FBPB CA N0. 9938 904-249-8413 1/4" 1' -O" 1/4" 1'-O" 1/4 1 - O oomm 0402 arwn TS ohkd JWTS dat• 3/23/04 1 or 2 �� �� ELEVATIONS, SECTION, & ah. FOUNDATION & FRAMING PLANS A2 ELECTRICAL FIXTURE LEGEND; 101-411 6511 $ TOGGLE SWITCH DIMMER SWITCH 45'-11" 2010" n DUPLEX RECEPTACLE 12',411 33'"711 DUPLEX REC. ABOVE COUNTER (44" A.F•F,) 3 DUP, REC, - WEATHERPROOF REPAIR & REPLACE 121011 ® 22OV. OUTLET/JUNCTION BOX 110 V. JUNCION z PAVERS @ POOL 1 _0 I_ neA ` 1t_0 ht_ a UQ TELEPHONETOUTLEOX 2 SSMOKE DETECTOR V g1,gy4n 31_411 41-23�q" 21.7u 31-41 51 2u;- 51_2" 11, 1_411 31-411 31-411 31_411 41-011 ALL WINDOWS & DOORS F_ CABLE TV OUTLET TO BE EQUIPPED W/ NETWORK OUTLET w 1 1 POOL ALARM CONNECTED "x16" VENT N 3R 6° , A2 TO & CONTROLLED BY A PENDANT CEILING LT. FIXTURE 8 8" SCREEN IN EXIST ALARM SYSTEM B WALL MTD, LT, FIXTURE STEMWALL civ ALL 2x6 EXTERIOR C RECESSED CEILING LT, FIXTURE WALLS D DOUBLE FLOOD LIGHTS MTD, UNDER SOFFIT -1 30CO SH 30(50 5H SW-1 306 SH 3 M (2)3 78 FR O H 3 6 SH 306 SH 306 S4_36_6 SH E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) HOS BT x G EXHAUST FAN Ir+"' IL SIM J FLUORESCENT •- SURFACE MTD O i VN g" A2 K VANITY FIXTURE 11 11 L 24 UNDERCOUNTER LIGHT 0 t A REUSE EXIST J .�� 8 x16 VENT r FAN FROM C -�- C - C C C4 W/ SCREEN IN R CEILING FIXTURE - SURFACE MTD, REWIRE EXIST OFFICE STEMWALL SWITCH ONLY LOWER HALF OF DUPLEX FLOOD TO NEW 'E w OUTLETS WHICH ARE SHOWN AS SWITCHED• SWITCH a• 1x6 STAIN- RADE D EXIST (2)3040 F — _ ad WOOD H� G__ — — — — — PROVIDE GPI CIRCUITS AT ALL OUTLETS AT g�R'. . RT ACCESS WOOD II�tG- IN SUNROOM/FAMILY WET OR DAMP AREAS, CROWN TO MATCH EXIST TO CRAWL � �` �V�V vFC/ IN LIVING/KITCHEN PROVIDE AFCI'S IN ALL BEDROOMS PER NEC SPA DER V ARTICLE 210-12, FL C HANNAH r COORDINATE W/ SECURITY SUBCONTRACTOR FOR -� 9' CLG, KNOC WN FINISH I I I OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V OAK FLOORS CH EXIST ao N �� POWER SUPPLY FOR SECURITY PANEL. EX ST STO A ' gl CLO I ' CLO A/C'D 5068 LOUVERED OAK FLOORS MATCH XIST OAK FLOORS MATC T N TWORK B BYPASS MATCH'G EXIST I o O TLET n 21-9171 �.- � E ____ � � C C � C ROD s 'N EV4� � o — -�Q _ _�Q E Q E o REUSE EXIST ' — — — — 2668$ — — — OPENING OPENING o ~ REMOVE & REPLACE COACH LAMP N Ir —_ _ _ — _ C'4 �y' ' I P­­ ­ ­., . A _ STAIRS AS NEEDED REMOVIE EXIST 2668 8068 CASED OPEN EXIST CASED OPE C CABINhT IN ; N PLACE OF EXI DRS CORNER .�� RUN TO RUN TO + ' 6--PANEL EXIST EXIST SOLID DOOR SWITCHES DIMMER DO NOT INSULATE W/ EXIST ` EXIST EXIST SARAH EXIST BATH UNDERCUT R-19 ROLLED CONTROL ELIC PATCH,, PAINT, &IDBLGSHEETROC LASS ' PANEL REPAIR, WALL, BOTH FACES FLOOR & CEILING AS NEEDED FROM EXIST p DOOR 1"NSTALLATION EXIST LIVING j�00(y� A/C EXIST KITCHE _ 1 J =ST LAUNDRY EXY�5T MA$TER BATH N O _ 'AD EXIST A/C NETWORK OUTLET EXIST ' ' POWER91 i r r EXIST MASTER BEDROOM DEMOLITION NOTES: 1, REMOVE EXIST STORAGE, COVERED PORCH & NOOK FRAMING TO LIMITS SHOWN, 2, REMOVE & SALVAGE EXIST WET BAR IN EXIST ALARM STORAGE ROOM. CAP PLUMBING. �.` SYSTEM MAI 3. REMOVE GRAVITY DRAIN CLEANOUTPANEL EXIST STORAGE & POOL Planning :w, EXIST EVAN i EXIST DINING_ R ��- 4. CONTRACTOR SHALL GRADE & SOD YARD 1h'$ approval verifies rmnal;2n-� rrith appq"ble r nine, swodiv s;�n ar:d otr er local land EXIST BATH AREAS AFFECTED BY CONSTRUCTION, development raqulatu».s t,t coes not constitute approval for the igsjan.e of oerrnits compliance 5. RELOCATE EXIST IRRIGATION PRIOR TO with Florida Building Cud(- e­­01 other applicable DEMOLITION & REPLACE AFTER CONSTRU ttrggptate and Fr, e - i,errr tiny requirernents LA '[ba verifie by sig, at,;re.tff the city•ofAtiBAtle ch Buildi fficial prior to'the issuatto tf a ding Per rove EXIST PLANTER e. m 'ty�Qeve_f9_ A m. Z �err w EXIST CATS LEGEND CABLE IN ATTIC 5W-1 SHEARWALL W/ 1/2" CDX PLYWD SHEATHING "r ON 2x6 SPF #2 STUDS @ 1611 O.C. SECURE W/ EXIST OFFICE_ 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES & 611 O.C. IN FIELD. INSTALL SPF #2 BLe6KING ,'• AT ALL HORIZONTAL JOINTS, INSTALL 1 P.,IMPSdN,'1'-- HTT22 W/ 5/8"x1211 ANCHOR BOLT & W/ 327`164, NA;QS SABLE 1 COMPQ,[�J._FNT ANr� CLADDING � F L o o R PLAN TO STUDS AT EACH END OF SHEARWALL SEGM`ENT��� ry • DESIG(� PRESSURES TO STEM WALL BELOW. D_ESIG�( CRITERIA ANp L QAD9 1/4a - 11.0n .Buildina Code one aoignatla Interior Zone End Zone M r• 2001 [orida Building Cade s�. w r.' o-de- for Dooign Lo Effective (psf) ( pasf ANSI/ASCE 7-68 Wind Area 0 - 20 of +48 -51 +48 -60 CIT OF A' ANTIC g ACH (Cd- 1.25) ,;, Top Chord Dead Load 7 pof Top Chord Live Load 20 paf 21 - 50 of +46 -49 +46 -57 JUL 2 g 2004 ` �; •. ' .�` �+.:, . Bottom Chord Dead Load 5 pef � I � �':� ;� �r ? � ,.;rr. ; Bottom Chord Live Load 10 paf y E144r Loa (Cdr 1.00) 51 - 100 of +43 -48 +43 -52 ding v nt_nrw Top Chord Dead Load 10 pof Tap Chord Live Load 40 paf 101 - 200 of +42 -45 +42 •-49 —r, ..., k3ottom Chard Dead Load 5 pof NOTES: END ZONE DISTANCE, � 5' Bottom Chord Live Load 0 paf 1 � EXIST WALL TO REMAIN 1. VERIFY ALL DIMENSIONS. C — 71 EXIST WALL TO BE REMOVED 2, ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD, � A R R T V H v RESIDENCE E S 1 � � � � � ADDITT ON 17777777= NEW WALL SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS 170 EIGHTH STREET OTHERWISE NOTED. FOS = FACE OF STUD, ATLANTIC: BEACH, FLORIDA Wind Loadirtrrl (Cdr 1,60) IMPERVIOUS AREA CALCULATIONS: AREAS: 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL o, ASCE 7-981 36 Gust 120 MPH 1- LOT AREA 10840 EXISTING 2839 SP EXTERIOR DOORS. Fisher 8C Simmons lT'C�11teC�GS Inc. Exposure Category C REMOVED 258 � Importance Factor 1.0 BUILDING AREA 3316 SF 1 4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE, ; ' Building Category II PAVER AREA (1044x0,50) 522 ADDIN 735 CHAPTER 16, FOR 120 MPH WINDS, x 1510B Second Street South Jacksonville Beach, Florida Partially Enclosed SIDEWALK & DRIVEWAY 7'90 TOTAL ACID 3316 SF 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD ISPIB), 0 Interior Pressure Coeff 0,55 TOTAL IMPERVIOUS 4628 SF 42.7% OR APPROVED EQUAL. STUDS CAN BE SPF NO, 2. ALL TIMBER SHALL HAVE Aocmm 0402 drwn TS chkd JWTS dpt. 7/22/04 1 of 4 • C&C Design Presaurea (see table 1) MAXIMUM MOISTURE CONTENT OF 19%. co O eh. N FLOOR PLAN At . . t I I Ij 7U ROOF EXTENSION BEYOND W/ 12 12 SHINGLES MATCHING EXISTING SIMPSON MTS12 TWISTED STRAP W/ 10-10d NAILS 12 12 12 12 EXIST FASCIA MATCHING @ EACH RAFTER 21-611 . FIBERGLASS SHINGLES ON R-30 F'GLASS BATTS CONT LAPPED 30# FELTS ON W/ BAFFLES @ EAVES 7/16" OSB PLYWD ON 2x8, 21•-6" 12 2x8 CEILING JOIST @ RAFTERS @ 24" O.C. MATCH 3� 24" O.C. W/ 6-12d NAILS 611 BAND MATCHING EXIST EXIST TO ADJACENT RAFTER ■ CONT ALUM EAVE o o +91-1 ❑ DRIP OVER P.T. 1x3 1/ n ON P,T. #1 2x8 FASCIA CO 411 BAND MATCHING EXIST 1/2" CEILING GYP BD DBLE 2x6 SYP #2 TOP 1/2" PLYWD SOFFIT PLATE W/ SIMPSON SPH6 W/ CONT 2'1 SCREENED @ 32 & EVERY HEADER FIN. FLOOR VENT MATCHING EXIST KING STUD W/ 10-10d ----- NAILS 1/2" GYPSUM BD TRPL 2x8 SYP #2 HEADER EXIST HARDI-PLANK SHINGLE W/ 1 JACK & 2 KINGS TYP NORTH ELEVATION SIDING U.O.N. 1/411 � 1'•-011 HARDIPLANK SHINGLES _ MATCHING & ALIGNED W/ EXISTING SHINGLES _ ON LAPPED 30# FELTS 0 ap 0) WINDOW TRIM TO MATCH EXIST WINDOW 1/211 CDX PLYWD SHEATH'G R-19 BATT INSUL CONT NEW ROOF VENT TRIM AT EXIST SNAKED AREAS OF HOUSE ON 2x6 STUDS @ 16 O.C. 1/211 GYPSUM BD HIP ROOF W/ FIBERGLASS EXIST HIP ROOF W/ FIBERGLASS SHINGLES MATCHING EXISTING 8d NAILS @ 611 O.C. CONT SHINGLES 3/411 PLYWD STURDIFLR ON CONTRACTOR CONFIRM 16" TJI PR0350 I-JOISTS 32 T 12 FASCIA MATCHING @ 1611 O.C. EXIST FASCIA 3 21-6111 EXIST 21-6" 12 R-30 BATTS IN FL.00RO 0 I L=Fr 3 STUCCO WASH DIRECTLY 1- 11 ON CMU - i 1611 RIMBOARD 6° BAND LLI ILS I II LI__i IL�� 611 BAND 111 THICK - TERMITE SHIELD CONT _ L11 MATCHING EXIST FINISH GRADE SLOPE r N AWAY FROM BUILDING 8" CMU W/ ALL CELLS - I L� II LI II I ILL-l�_Ll- i 2011x1011 CONIC FTG W/ / FILLED & #5 @ ENDS, n _ 411 BAND CO 1LL.L1��11111 �� I II l l I I I II 0) II 1� 3-#4 CONT %\\�\\ \/ \\ \\!\\/\\% CORNERS & 4'-0" O.C. r I I 1 I I III I I I II .L. 4 BAND 3/4 THICK ,� \\�\//� � /\// . pr ' MATCHING EXIST LLLLILU�i �L�LIQ 6 MIL VISQUEEN �;�\/\ . 4 i\\ 1 1- OVER O fl I III I II Ll1 III LI II II I i I OVER ENTIRE ��!\ III ! GROUND SURFACE FTN. FLOOR Ll_� FIN. FLOOR UNDER FLOOR. 1�-8" Il._� PROVIDE 12'1 11 11 11111 11 11 11 11 11 11 111I I LAP (�+ EDGES rl_'� WALL SECTION EXISTING 16'-011 ADDITION VENT A 2- WEST 411 WEST ELEVATION HARDI-�PLANK STRAIGHTEDGE SHINGLE 1 5/811 1/4" = 1'-O" SIDING MATCHING EXIST ALL WALL & ROOF SHEATHING IS NAILED W/ 8d 7 3/811 NAILS AT 3" O.C. AT EDGES & 611 O.C. IN FIELD. CS16 PROFILE SEE SHT Al FOR SHEAR WALLS & NOTES, HIP ROOF W/ FIBERGLASS NOTE A: SHINGLES MATCHING EXIS PROVIDE SIMPSON CS16x48" STRAP @ 3211 O.C. & AT HEADER KINGS CONTRACTOR CONFIRM WRAPPING P.T, 2x8 PLATE IN PROFILE SHOWN W/ 10-10d NAILS 611 BAND 111 THICK 12 MATCHING EXIST 1 :3 FASCIA MATCHING INTO STUD EXIST 12 21w6"* 51 3 12 3r P.T. 2x8 SYP #2 PLATE W/ 1/211x10" ANCHOR BOLT W/ 211x211x1/811 WASHER @ 3211 O.C. 2 P.T. 2x12 LEDGER W/ 5/81' ?. x811 ANCHOR BLOTS @ 8" ' PAVER TILES STAGGERED i DOOR THRESHOLD SET IN ab #4 @ 12" O.C. - EXTEND SEALANT ATOP ALUM FLASHIG INTO CMU STEM WALL REUSE EXIST COACH LAMP 3/4" PLYWD STURDIFLR ON 16" TJI PRO350 1-JOISTS - --- #4 CONT @ 1611 O.C. N11.Ell1'"-011 41"-011 R-30 BATTS IN FLOOR FI FL OR EXISTING ADDITION ADDITION EXISTING 111 SIMPSON IUT5614 N d I-JOIST HANGER \411 BAND 3/411 THICK y. TERMITE SHIELD CONT MATCHING EXIST SOUTH ELEVATION o 4 • ,a..�/\//\\/�\\��\\�\\�\\�\\\fir\\�\\�� �a ^��+`:,���•t�, 1,: 1/411 11-011 11 8 CMU W/ ALL CELLS q , -'ILL E D & #5 @ END S J \//i//l //////\//\//\j/\/\r/\//\//\j/\j/�/ C O R N E R Si & 4 0 O.C. /\i/�/,.\i/�i/�i/�/i/moi/moi/��/ice./ •. b _► . NEW ROOF VENT MIL VISQUEEN HIP ROOF W/ FIBERGLASS 2-#4 CONT OVER ENTIRE GROUND SURFACE SHINGLES MATCHING EXIST SEXIST HIP HINGLES ROOF W/ FIBERGLASS 11. 811 UNDER FLOOR, � ✓ ; CONTRACTOR CONFIRM 20"x10" CONIC FTG W/ PROVIDE 12" I'•'�' 12 3-#4 CONT LAP @ EDGES FASCIA MATCHING rlA WALL SECTION EXIST .�..""� 3 21..6"* EXIST FASCIA fie,,.. ��, ,., c.t o,,•��. �''1/ 611 BAND CC �_a 6 BAND 1 THICK _ K %, ' 7" ,' MATCHING EXIST0) jjHI 11 1111 1 1111 E3 M 9 4" BAND 3/411 THICK REUSE EXIST °0 411 BAND MATCHING EXIST COACH LAMP CARRIGAN RESIDENCE ADDITION' FIN. FLOOR FIN, FLOOR 170 EIGHTH STREET ATLANTIC BEACH, FLORIDA HARDI-PLANK STRAIG DGE w Structural Engineer: SHINGLE SIDING M ING EXIST BWI Consulting, Inc. 6'-OII ADDITION EXISTING m P.O. Box 51604 Fisher & Simmons Architects, Inc. a z Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida VENT EAST ELEVATION 0 FBPE CA No. 9338 904-249-8413 1/411 a 11-011 0 Comm 0402 drwn TS ohkd JWTS date 7/22/04 2 or 4 z ah, d Uuffi u ELEVATIONS & SECTIONA2 a 1A 10'-411 A2451-1111 171-511 1'-a oV 81-011 11_giLp i 16-611 0 a 0 J47 CONCRETE NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS & SLABS 2,500 PSI AT 28 DAYS (UNO). IN VENT STEMWALL 2. ALL REINFORCING STEEL #3 & BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). N CMU 2 COURSES 3, ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 2511 LAP, HIGHER THIS AREA 4. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF. 5, EARTH FILL SUPPORTING SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL & COHESIVE SOILS, COMPACT THE FILL IN 1211 LIFTS TO AT LEAST 95% OF MODIFIED I] El El El ❑ El El ❑ ❑ ❑ PROCTOR MAXIMUM DRY DENSITY. MINIMUM SOIL BEARING CAPACITY - 2000 PSF. EXIST FOOTING & Xz SLAB TO REMAIN 0 0 1 ❑ 811 CONCRETE BLOCK ONElQ 1611x8°1 CONC FOOTING W/ 2-#5 CONT W/ FILLED CELL W/ #5 VERT @ ALL CORNERS, ENDS, & 4'-011 O.C. - ALIGN N W/ EXIST FOUNDATION O X ATTACH NEW FOOTING TO EXIST w W/ 2- #5 BARS x 11-611 EPDXIED INTO HOLES DRILLED 611 INTO EXIST 811x1611 VENT FTG @ 1011 O.C. CENTERED IN DEPTH IN STEMWALL OF FOOTING ❑ O NOTE TO CONTRACTOR: PLACEMENT OF THIS FOOTING REQUIRES DRIVEWAY SLAB TO BE CUT Cr) z M REMOVE EXIST GONG STEPS j M X EXIST 8t1 GONG BLOCK ON 161lx8" GONG FOOTING FOUNDATION PLAN 1/411 1'-0" 1A A2 1/211 GYP BD ON P.T. 1x4 FURRING @ 1611 O.C. 16" TJI PRO350 I-JOISTS @ 1611 O.C. 2-P.T. 2x12 SYP #2 LEDGER - SEE 1A/A2 3/411 PLYWD STURDIFLR ON 1611 TJI PRO350 I-JOISTS EXIST WALL 8, FLOOR @ 1611 O.C. R-30 BATTS IN FLOOR INSULATE FLOOR W/ R-30 FIBERGLASS - BATTS EXIST 811 CMU WALL d TERMITE SHIELD CONT 6 MIL VISQUEEN 2 P.T. 2x4 SYP #2 PLATE OVER ENTIRE BEARING P.T. 2x4 KNEE WALL GROUND SURFACE SUPPORTING I-JOISTS UNDER FLOOR. ��/��j�/1�j����/� ��/�����j�/ % EXIST 811 GONG SLAB W/ DBLE P,T, 2x4 TO P.T. LAP @ EDGES PLATE, .T. 2xSTUD PROVIDE 1211 ����\\��• ��/��' r ' '' .c.kfl.„�, @ AT P. & x4 2x4 EXIST GONG FOOTING SILL PLATE W/ 1/211X SO ID 13LKO T IDS AN 811 ANCHOR BOLTS EPDXIED INTO HOLES zh` d O ,. DRILLED INTO EXIST �-• �, WALL SECTION 811 CONC SLAB (611 MIN h EMBED) @ 2411 O.C. 0 f1 1/211 -- 11-011 K Q 'fh�, 4, rc•. ti A2 \P,T. 2-2x4 SITTING ON w EXIST SLAB ' \H U `r r. IQr Ilt t CARRIGAN RESIDENCE ADDITION '170 EIGHTH STREET ATLANTIC BEACH, FLORIDA Structural Engineer: BWI Consulting, Inc. Fisher & Simmons Architects, Inc. P.O. Box 51604 yy z Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida FLOOR FRAMING PLAN 0 FBPE CA N0. 9338 904-249-9413 1/411 11-011 N oomm 0402 T5 c+hkd JWTS data 7/22/04 3 op 4 z mh, 0 14 FOUNDATION & FRAMING PLAN A3 EACH RAFTER TO 2-2x12 [RIDGE W/ 2-H35 INVERTED HUS28 @ EACH RAFTER TO RIDGE 2x8 RAFTER MT912 FROM BEAM TO EACH RAFTER 2x10 NAILER 3-2x12 NO 2 SYP BEAM 2-CS16 W/ 20-10d 2x8 RAFTER EXIST ROOF NAILS EACH FACE FRAMING OF BEAM 0 EACH 2x8 RAFTERS OVER 2x8 CEILING JOISTS @ 24" O.C. POST SUPPORT MT512 TO TOP PLATE (JOISTS TO RAFTERS: 6-12d AT HEEL[ l' - --- - 3-2x4 POST HIP TO TRPL STUD: HTT16 W/ 1/2"x10" 3-HTS30 W/ 10d ANCHOR BOLT NAILS EPDXIED INTO STUD GROUP TO STEM T IPLE 2x8 SYP HEADERS TYP WALL: HTT22 HIP TO TRPL STUD: &X18 16d I NAILS M 3-HT530 W/ 10d NAILS _ TO POST 6 STUD GROUP TO STEM � � CUT RAFTER TAILS p w Q WALL: HTT22 EXIST CMU WALL-----_,,,_ OFF a s N _j U Q _ < - - -1 v� T-- O I-- � ° �� �,� a w srti 3 (0 �+ a A4 0 000E FOAMING SECTIO 3 � N N �� 3-2 4 P, . NO, 2 SY tib` w ax° [- tic POST UNDER EACH IP. + I [- p AL�, 1/2�� 1'-O" N 3- 0 W/ 1 d NA LS '�� IL y� FROM HIPTO OST, "a I jg N HT 2 FROM OST O MA 0 R . co IL NOT A BEARING 3 2x4 L C4 POINT P ST 13 (3) 2x12 ' 2x4 COLLAR 0 EXIST 6' EVERY OTHER RAFTER SHADOWBOX 6 � SET W/ 5-10d NAILS t � p EACH END � FENCE �r w CH E 2 2 2 RI G ENT SETBACK S -- [- &ERELOCATE GATE CTIONS Ttiro `,' -1 ?+j0 \ c] e SAND �INTSs W/� EXIST As NEEDED O '� 141x28' POOL DUMPSTER p r<�� \ JP _ ��ti� LOCATION w N ADDITION / ADD SELF 1- O L tiQ �� J \ 0 CLOSING SPRING � ��� °- EXIST GONG �y GATE LATCH co �,�+ O,y �O RAFTER TO W O .� \DRIVE \ 2 HEIGHTS TO x — ry ro ry NAILER (2) H5 TYP � I ' _ MEET POOL N N Q = CO SAFETY CODE r \ N RAFTER TO 2x10 NAILER (� EXIST RIDGE R MOVED EXI TING NAIL R (2) H5 TYP EXIST VI - v� 2xt8 RAFTERS (� 24" O,C, ALIGNED W/ EXIST ROOF SLOPE � FENCE \?0 \ FASTEN 2x10 NAILER EXISTING HOUSE �� TO ROOF W/ 5-12d 0) 1j, NAILS (� 24�' O,C. ADD SELF I QI �` CLOSING SPRING I \s G TE LATCH ST L PvvHEIGHTS� w MEET POOL W EXIST 9< �J SAFETY CODE PLANTER -F N 15 SI Y RD SETBACK I- N x EXIST CONC WALK i X ST 8th STREET a SITE PLAN LOT 11 & THE WEST 23.69 FT OF SEE SHEET Al FOR IMPERVIOUS AREAS��, J. C1:0, LOT 12 AS SHOWN ON MAP OF CLUB MANOR AS RECORDED IN r 1 "• • 6 PLAT BOOK 25, PAGE 62 OF THE C CURRENT PUBLIC RECORDS OF ` DUVAL COUNTY, FLORIDA, Qo U �~� �'� $�/ �`/J tier •. rAlrr w. ROOF FRAMING PLAN 1/4" - V-0" ALL RAFTERS 2x8 24" ALL RAFTERS TO HIPS & RIDGES: 5�-10d TOE NAILS + A35. ' ? *NOTE: IF 2x10 NAILER IS TO BE PLACED OVER EXIST SHINGLES, 5-12d @ 2411 O.C. TO BE CHANGED TO 3-511 LONG 129 WOOD SCREWS ® 24 O.C. ;�1 �: ,� S�.r•� ��. CARRIGAN RESIDENCE ADDITION 170 EIGHTH STREET ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 1510E Second Street South Jacksonville Beach, Florida P U Gomm 0402 d,, TS I ahkd JWTS data 7/22/04 4 of 4 SITE PLAN & °h' M luAA ROOF FLAMING PLAN 10 19/T 1-1 S�I- 1 � REVISIONSY -` mc fagI' It 1 t�) l�t► L =: : ..,_gid r ' :' AM �- go !(1,. r v I��' �-I a USS � dE I-M o M lt ,'C'• _ w(�� Y rGGr ..''Y � • 'P LA tn -11411 1 LL W. db LU at 11,011 *4- '� '• .._._.__.....��i 'all � '. t 1�1 W GAP ,oFt-'HI't4cvQ ova = I wP clr, RAc�+ w _ INM 9 �1H"E Ear. �L, ct L..tom. u N U00 DING 04 CE 03 a �.< tiG ir�-t•. A�t t j-:C►c.�� X41 E�t rt'1C�t`1 15W_Lo .s =K-r 414•1: t I art"• Oo f � } 4I-N A Le M ISH 0 BAN EF 1�F1W-0Vico L f lJ�l I By. 40 05;m !-IaLKC� Ora 69Q WA L Wj/ I tr � Gv1yG, Q N '�v�'• � � U1 � �-" T �AI ! - � � ,nfilco � ► � rr1� LE y^T ro N U-T H � L� �_\/^x14 • Beach 49 m:P1-n e" Pla r►�and n p Iopart ont �) ASD 1 ' PAM laL -Ta Pte, ' XIST- This a ora verifies, rwros d t+rhn dppit to �� A tonin s divtalort�rl µ d II otter fatal developnrs t regulations, ut does not Const to I c,1�-I NGt.e���t"] .1' �( `' -►t:� qui ff rid u issuance s uc Cod ofnpermit Co pill 10 ELECTRICAL LEGEND AwNlt�- 6, IAF AtPta9V � NEW pp —1 � � fatal, tat Nd t"�deral ermitting requirero to must 4e ve d Ngn,et ro Of the City of AV a UKEX RFSGEP'TACL!! egFd4!!,P!i7l!L biurdk t�R. z9pFsN l P4 G VA (-T `--' BeachBulli 1�1 t;tf 'Vey DUMEX V3 sWITCHMP ]WAY•.SUIC14 .�^ Q lowid Ii y. It DW�LE?S GR tID FAULT 6WITCN tlNiFt DE1'ICR G ^ 1 �t� b ^/G �UG-T< L Q ar�"' �s� gx 110,PUPLEX WATEM PROOF 4"I „ _ .. cD g}WAUST rA►I A C l�k+ C -I"{'r`� �C K-r, A/,0 r` i M I� tzmv Rgcs�rAci.a 1 4 _ va o man DRAWN CC?'Lm2A TOP MrL9X Q FAN LI014T COM" V �uA—rm 3qaANCTk*IiOX RHGEFITACLty h1ol1NTER • 47•AXP. 1 rr-_xTG►NtP 5X �l F,LJ MeR � .5u PPLY i t F4409MM UM FMCEPTACLs dMOkq cETecTOR N CHHCKQC! DaPIGATW c1twuIT GACLC Tv A I 7 P1 Qi.11 A PNCN�, ' 'CIL ENO r'tq«FT WCAFJpE9CENT oA7R't 1� _ 6 PISC• OCT l a, r a WALL MOUNT1►FGAfIQgyGLNr i - 1�GEAbED pJClWT7EDClNI �•�r TNETAT N WAIER�I'RdGN INCANcg�G4NT nnq 'AYEBAL4 lLE� R1CA1 rANEL JUN 10 CVVV JOB NO. X� �} �J EPCTIlR1C1R PLOCID LIGNT6 ; C9ILk6 MALI(FIRE WIR!<� I C31 @ET WbuAACFI OR rErlaaNr p101kIT,TRACK LIGHTS i`""• w "I t L�L 1,1.� `�� /*'^� l� t• "� t r� • - r DF SHEETS 1 ti. tl. r y AHY181 , tNB ®11'. 204o1 �!g111=t L . 4�'T'o��Mrro�4t, � - ,,�' I�►�,If. (gyp � MAtL ' AM l •.3v t N41JIL. 114 as Ott GSI t,'I rtm B1 CEJ �f• phi f """,�t q �.:z1 a� I Cis 7,4/811 rv.W.19. f: � ' 4 ° G014,v. 4C R• Tai ti's[" DOUBLE 2x4 NO. 2 SYP TOP PLATE. FASTEN r I /(2)ROWS 10d COMMONS 16" OC STAGGERED U�1Q MIN 24• LAP W MIN 12 1 od i W yi' LP4EIZ NAILS IN LAP. TOP PLATE 'To�'SY D W/TPP4 , 2yc fv p•••1; CAS' l / r#toa�wg ,4 7/16* OSB OVER 2x4SPF STUDS . t tv v.` / W/(10)8d ON EVERY OTHER STUD _ t1 d. tQ i6 , oc. FASTEN SB W/8dfN'ZK $ P•T. R+A��. '� TO Z?44- $" OC ON EDGES, 128 OC FIELD. t� Z-C2� R'1• (a1l�J1yC�s . o I Q v,�. • cla_� fi IS' "+f4'TlJbs I C�4"� Z�,IoR. NNIS 6S115e. .� ?�•. 'f 9 LI�r1/.?, ei 1 k '� x ;�,1 'tf' "• 4i/,1��l. 2 .x .x 4'BBOTARD WITH L e ad: FASTEN TO d;11[.J• t�t�� �, •' � 3" OC IN DESIGNATED 2nd FLOOR P /� sw $ECYIoNs. . r 120 Q�/ CI"SEWHERE.ZA t 1 e { E'A= • J :� )t '.f{• (F ?,YI ' i t 4 T&C Wp ri 4 pl le, ASaA. 1/ "t1.VG14. s lye 14 Ct. �.' li VN't" `: 4? or , .- P, o aI E "2x4 ,�© SYR b`P PLATE: D 4x H .W, . i,. /(,? . �k� MMON Tlir PPER: FLOOR,, T4• 16 DC. STAGGERED Ellhio : ~;Mlt '°'z�" L�►P �tv R. Qar IIo ► Tugs:.oR � 7 -11YCK VOILMh t f r - W/MIN (1Z�1q IN V+ • LOW R FLOQR CAM 'WITH ' f P 1 }f 7./.16 05B.,OVER;- '2x+-'s, PF:: STUgS T SEMGo RT ("36. W/ B). Q 1.6" 1iEN QSr 10d. SPAGE,.STRAPS; 32" OE. 5� 11�,hj,p. V OC'::dN: El S ,...t2 'OC a FIELD: TYP.',ALL INTER-STORY 4 CONNECTIONS . DOUBLE 2x4 .NO., 2 SYP TOP PLATE. -=-•. � .`f l 'I h15u1 '}TaoN F TEN, W/(2) ROWS 10d COMMONS _ - f.► WALLfr 1 . OC STAGCER.ED (UNG). MIN 24" LAP W/MIN (12)t 0d IN LAP. P y 7/1B' OSB OVER 2x4 SPF STUDS EN. OSB W 8d I/Zit !v W•8 4u�rrc • 6' 10C ON60 EDGES, 12" OC IN FIELD. 2x4 P ..BOTT01�) ::PLATE ll ;... �• I 11 4utATloi� f BOTTOM PLATE TO "STUD, W/T-PP4 'I a - f K WA L L4 W/(10*B QN EVERY STUD 1/2"' ANCHOR f3C3l,T,W/_,"SQ x• 1/8" WASHER AT 48 OC or FA93 W/(6)1 Qd ATT 24 (OC. 4 WISH: t CRADE`: - . 2x4. PT BOTTOM PLATE ' 12 MIN 8 x '6 x w1.4 WI, - a BOTTOM PLATE TO .STUD W/TPR4 �X loll 4 = W/(10)Bd ON EVERY STUp 1/2" ANCHOR BLT W/20SQ x 1/8" WASHER r WA ERPRQOF`' BARRIER AT OC or FAS3 W/(6)10d AT 24" OC. FOOTING Td.. 81=AR ON �ti 44 FIRiA UNQISYURBEQ ( iY 5 CONTINUOUS - •. FINISH 8" MIN (TRADE ''e � • • .. - i. 4.� { 12"-'MIN 6 x 6 - w1.4 x wt.4 wwF j rY , ; • FOOTINGTo, N ,WATERPROOF BARRIER pI �,` -" f RM NAISTU OEC S !. • �.I � .,, �, 5 dpNTINUO41 TL �IGL HAL L ` r f 44, N ;y 10 -n t4a s 1PDX 115 tp4n t N_V9 _y)Q epT a 71 � S 4 :JOB ND: '�� BHxlr�"1• ;P �� t Ir -7/Vo N H EL �4 J A OR 8HgE1Tt9 r 1"✓ 4 .'. - . 3 I D l � � S .— -- ­­ — ---.—.. ____ __-----.._. � - —-.-- — -..--..-- — .__ .. - __ . - —_. - ....-_ . _. -_-— - .. _. . .--..-_ - —. _ --.--- _. . . . .. - -c ,I, . .1.­­�-,� -I",­­.. I rtf,-.9­�,Q�'-�7v' f'�,��"r7'11,', ,--,,'-�.i'�i­­, -,f� " .%,V:'.-�­:�,",v!"":!.-l—,11, .-_'�,-, , -11;��Y;I�f -'��t".""...r,""t"�-�.�",.. ,4;'.".,.- " ­;�. . . ',� "..,.;­ 1. , , - _- , - ::, ��: �'-,,I"�"41,.;'i,",� __.­ . 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" (1) I 5'1 CONT, . . ; .. :-,.,.�. � 1, , . . *04,USE (1)- , . . I'- ,; �,_-, 1", �� I .. . . . - . . . I , ., , � . . . . lr_� . . ­­ �, ... .,,� i.l . I., ,. . I ,; 1 . STRWALL ill ", . . . ;:,- ,. I ­. . I � . . 'i� i � ,.�, ..� . . . , SPH4/0:76P I . I .. . � " I .__ . A I- I . . I . . OPENING$ LESS THAN. .. . ...." - --� MO BM01A 4 ., . . I - ­ I __ . . � . .�i�� , . 76�, ,L1 I . ': . . . . .1 I . . ..- . . � . . . . . . .I 11 I ... . :, . .W'SHkl. USE (1) KING I . I � . .. STRAiVALL FOOTING . . . . , "� , I I . - . �_.-.r LLI , . '.. . .. .& JI)..CRIPPL I I I , I� I I OPENINGS T To I Simpson LSTA30 ' I I - 10d omiTibnIn 6ch,bnd(�2 TOTAL) I . . I r � r .. ­4. . . .-,., - AL NON-PEAFINO 5�T.eP �OOTINC7 . 1. I I ­- , I . . , - ­ . . . . _. . -I.. _, I !­;­� � , I - . E . . � j-yPI0 . 1 I .. � .: '� . 4 _. . _.______ — -_ . _. . . . . I . 1. .I . .1 I . . t . ­ '_ % OF NINGS; EIETWEEN Wl1DTH.USE �,�, , i; , . I io . - . . . ... . I. - ..I - 1$7�1 . .. __ TOP, Simpsm'LSTAN 9-10d cbm' rnoiN 60ch-drid OTAQ I ,rN,..) . I . . ;, A, 11 ". , �;� . -_ .30',.' "O" ' 1- 1 2).SPH4/5 . - I I I .,- ,.I . I . . . ( I I - . .. - - L(118 T ,,, . . . F 1, I � �1, ; I . .Z.r�:�',, . , , ., � . I . I I I . ,,,1.1 SHALL: Llti (1):.KTNG'STVDS � . . AND I . . . I . �.- . I . ��", ,. . ..I . . - . .. . M — ___ __ - --..- ... I ��. . 1�t I . ' . 7� - . _. .1 I. . _, i"�� . " . .,. . 1:, ,& (2) CRIPPLE$. . . . ..,�, 'A.' .. I I I - .SPH4 r6ATO 32* o.c. I � - 10d' ' 'on 1 e ch end(20 TOTAL) 12!-10d 0711MNAILS EACH END(24 TOTAL)_ � . , Z31 I . I , L .1. I Simptdn US30 11.0 comm n a . - I . . . . I " I 1. . I . . . . (U-cox).' , " 7 MPIM) I . I .1 - I . - 11 _. ..I I .:1�:,; Z. ., I "I'll . I . , . I .- I . .- ' _. - t . ' CQ .I i , Z. . . .. .. — . :r OPETHI"GS D(CEEDS 8'-O'L I lk& STWPING (top"o) . . . .. Simpson n in ea h end.(26 TOTAL) � . I . . . , 4 . . . WID 4 S .. L . . . . .- .. . I - . I . I I . .; I . ... . I . ,I . . ­ -1 . . . .. . I . . . . I,--� ,;, . ., . . : . EE PLAN, , i . NwEt . 1 11, A . A .0 I � , - I , . . : L .. . .. . 11 I . . F-4 I.. - . _1 , .� ., . ,_',I I ": . . I . . ." _ L.. I .1 . I . .1 I I . . . . . - . 1, � .:A; . . I 11 . . .. PM, . . . .. . I I . . . . . "I I I I .. � � . I I I . . . I . . . . . k �'.,, . . . - . " I . . . . . �.I�: I. d.1�:,�. - - .1 ­ -AKHM BOLTS -44 772 . 7_.-� 4 ,., Si mbn 5 - -. 104 x Offma . . I - . 1. . . tuy�*A 0 , . .". �111,,,, . I . . . .. ­ . -1. I I .. MAY Be MXATED . . ___=1. F_ S1 - ­ 12 . . I . . . . I I I . �"%.;� . .. _. . ,� .� I - AT EITHER SIDE . I ,. , .. j .. . I I : . . - I .. CQ ,-� 7 _. �, .. . I . . I I .I . . . I - 1. I 1 1 1 M H2.6A - , 10-8d clornMon . ,I . - � ­ -­ ­ . I . . - - . . ., . . Lo _�`I 111. I',, I ,,. � - . .. . . . , .., ..�'.. . 11 . . j . I , . . . . , [���ww - - '' . R-PT-41 - . I., . . �J� 1: , ,I�;, - I 1� _. - �, A, I I I I . . I . .1 - T . I �: A . N , ,� I 11"? i �, :L , - I—- . -, . . L I r I - . ­',�.,:f� . .. . 4. 6 , . , 11 . - . , I , , , . . I ;., . - , - . .. I I I . 4- - . . . . I MUST BE . E�. -10d x I . I 11 _. . . . -�' ... ... . . L .,f, _1 ,�,� to,,,, , I i . . . . .- - . S mp�2rt H16 , (2)10 i-10d,x 1 1/2 KRAFT 10 i 112.IN PLATE � . . � . I I .. - Dq - I; . ..le . - �f,., . . . `4-CONC. Sim 2'*k ijf I ,.. 115 CONT Ol: USE1/2, . . . .I - ,t:-. .. . 1, . . . . .. . . I �A �, . . .. . ­__ .. I . -f-) N "--, , . ­ . TMW BETWEEN . L - . .... I . 7 1 .. ., I _-", ,,,, I . . I . � . . " . I - ..,, " . I .: - '. I . - .1 . I . . ' . 5-1110d x 1,1/2 p@iIS In rAftet'and Olates I v " N ". ,. � . . " �� ;ib)jo "M x 14' ANCHOR SOLIS . I 1, _.. _;'� r:. #4 B8Nr 1NTO. F0077NO AND , 5_10d Cot�M E-4 1�: �.: '7 FISERMESH OR 6x6 . . I _ � BOLT AND KING FRIONNNED NXN . Simpgon LTS12 on In rafter and dates . . . �11. st j �. 10� , . I .I . . 1. I ,. I , I ; .: I . . 1 . . N I . ._" .1 sm .- . '. I I . . I ..1. - . . _. . . I ." .� . , - ." - .,'�* . ,� tr I . . I co co. - , - ,,-11 � . . .. , I I � 1 - 1 I � ; , , " , , , Ll� I , 1. ,.., . . _. �'. �.� �:) , �. .'; . L . . 101-`.�,,-,"7 -,,.*% . ; I SimpsonVTS12 7-j0d common in rafter and plate$ 7--10).148'x 1 1/2'nails In rafter and plates, . . � i7 � .I I ___ . . AWHOR 0OLTS veRr. -rypim­ I . . � . 0 , , . .� :, ,� .�'. " . \ . .. 1;-. _­ . #4 .. . i:� � . . . . . ,- '� . . . I � , 1� A,� .: I 1.� A c._'..,.;. . . - 1, .. MUST K WaRN . , I , " � . 11.11, . I 'GRADE I ".;.-, ',� �. . . .�1�I 1. :.. Sim 12. i Od -1 112.0 - _' '. . � I . L I t.-4, _�,, , , .. �:., . , . c 4,..,I, i. . . . ..I . 111 Of KING .1 #6 cow . pson LTA1. — X. .. I I . I — . S%A : I ";:,-, ,;�­. . I . - ... . I . .. . . . . . - . ., �; ., , , I . ! . ��,��,�. - , 4c . .. ..... STUDS Simpson PHI39 -DS screws . - , I I -: 21 ,- ,.'! .� - . ,. . I . I ._____.____-;-� .. . . .. -_-_- . . ,�D - i:T. �, , . I f I 1 . ­ 4.-�'_ . . . I . . . . . I ! - I I . .��. , ..'.-­� . — 11 I : ., ''I , ­ I ,� . .1i/ I - I I . I . . ;� . . . , - 7.� 1 3 , . . , 1/2* x W - . 1=i ... ., _.*�. 1, . , A, I,--.., ,, . . . I III! T 22- 1 1 � . . --, � ,0� ,�.1'.., �4 f, . �; I , , . . . . . .. 1. ,�� X, , - I - I 11""', 1.; � . . I . 7 � . 1�� AT. . - I.- . I . . I . I ,11 , . ,, *k. . qLEAN, IREATEO. . I L 5irbp6gn HTTj§ 18- 1 to , . . .1, ��, 11 . ,,.,L - �� ,�; I, R, ,, . . . .I`-­,�, . I " r , ' - � AWHOR BOLTS PLAC,EHENT OF 510PSON,PA51 EME3. STRAP Simpson MG (w oiximbn . - , I .., , - 32' ci.c. ... . _. - - ­ I I 1, W 1 , ,,1� . 1 - - .. I . - - MMQD I . . - "�71 U� . . I . . - ... (1,YPIM) . _. . - . _____ . I.�11 - I :-_1 � . I . . .I . .. I - - .. -1: . I . . . ' .1 ' I - !�'...-� �V � .. . L .I%.. :,�,� ( )= Simpson HTT22 32�-16d sl4e"fs . . . . I I . ' ' ".17.`� " I -,�. . ., . ; � - .1� . . . . . . . . . . . . .1 .. . . . >74 04 ..r.q. , . ", ,.,-, ... I �� ��� "I i . . .I -, ___ __ .. . . . . ,�,� � ,I - �,� i,.�"', . .1. . I . . I . . . W �� 61 :_ 7 "I ,''-- - I .1. ,, "Z. ���� . . � . . I . -1, �t .i. - _,�11", . I . - I .. , .. . �5, � 7 "; , . . TITI:GAL 4APERSTRAPPINO . . MAXIMUM TRUSSUPLIFT OF . 14 .,�;.,. �- L' I R . , ', . . . a ­ 1, , , .1. I . �F . ;�, .� I. . - I . SPH4'S @ 32"or.TOP&BOTTOM , �14 ;�, ., � ., ., .1 " . _. I . . I ". .I -.-.- .. I . . 86ws ON TRUSSES SPACED I . a E;04. . 1;.,". " _ 41 f , ,� I . ... I . ,.� .1. 11 ... ; I . I I . M , - ,(:4 �.. , IN ...." L I "., ,� . . - ,- I . il . - SCALE: 378'- 175`- � - I . . . I -1 . SI" PSON MTS 1 2 1 , ,- , , . ,, ., L . I , .0 . . t� .. I . I . . I - �", � , 1_ , . . � 1. . 24'm - 1 7�'�� ,�� I � . - - � , I- . . 2x_�_RAF7'ER SEE PLAN .FOR SIZE AND 'S L .. � . .1. , M ,1'� �'1'.'1""-.",.;.OiPi . . .. :, . , , , . �. . . . . . . . -7;," . � '. , �, ; . . .. I _. . . . . I I '.. , I :,. -I- 1.4 , I .. . I �� .. . : ,'';r., I— I . I . - .. . � . �� .., . , ,1"'; . 1� ., . . __ ­ . . - I I .�� , .. ".I., ,"'. 1. . ..", ., . il�I . I I �. ., .1 ,",�V. . . . . . . . , _'&%"?. . 'L. `r`� "-� '-�r . , . . . 11 . - L' . I 4-11 W., � .1 I. ''.. � , . t , I , 2 x 4 STUDS 0 11 6* O.C.' ,. . - � MAXIMUM TRUSSUPLIFT OF. I . '00 ", - . ,W. �.. 1 . ­ , - " I . � I I . I I .1 v'U�r ; t:;,,,A "�-, . . . SPH4's @ 18*oc,TOP&BOTTOM i ' , . . I� I . , -1 1. �_, . . 0i at..SPF . - I .. . �, ." . . :_ 164005 ON tRUSSESLSPACED . " : . . . . �� , """ - ... . . . . �� . ., r 1 7116 _OSB REATHING NAILED ,AL . , � "I' "! I ,. I I . I . . I— I , " . S I I. , - I I, . 5 PER . . . . I - . . - - .1 I I . I - I � I . .. . I L. . I. ,_-.� _<11 , 2 I . ... . , , _�,- I ;1.'_ . -� I -AND I . . 24*ot I I. . - 1".. t� . � ,� I - ., � . . , P "",� ; _. ,111.1�" M ` -1 0 ,..- . I I . .. INC SCREDU ., . I I . . ___0.. .1� I 1�,,,, � I I 9 . I �_. . . W/ Ssf- I ' 'P , .-, VA IL ' LL .2 x 4 STUD I I It I" . . � . .qUP.STUDS. TOP'4 32 o.c. . . . , ...,, ,1"., P . LO W.. .. SPH4 . �; . . - ,- ..., ...... .1 .1 I—'. 1. 7 . . . . � , ' � -..-1..% "-1 .. ., i�) . L - . I . , I 1.- . . -1 ., A k,1, , .,. . . . I I I . I I . . . �: I I I . . � - to �` _.I I ­_. -. V, ­�. . ._ I I I ;� I ; . I , , *", - I . . I " - -ALL TRUS��sLNITH UPLIFT LOADS EXCEEDING 16Ws I . a . .I... , I .. . . , - I I I .1 A41GN- W/ 'R�AFTFR >1 __q . :(�, F;"t ,.!" -I.., . � 7 ., ., 1. I . . . � ."�­4 4 1. , ,�, . - 7 . . ...q . . . F - I . ­ � I I I id' ' , ,, , .�., ,�� I. 1� - , 1/2*. k 7* WEDGE ANCHORS' . I . J SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION 1W $RMCLES 0 VER- 15# ,F4T , , ; , . .. � . - I . I .v " 11 ') . -, . I . I , . . J . - 1. I . . I . . . , /* . . . " , " L . , .. ­ I I'll , I , 00E!�� � . , I - . . . , � I . 0 &, O.C. I I . I . I I I � I . . . I., - W ,_ .. , 19,-., . I . . .- . I .. IF THE INTERIOR PITCH OF A VAULTED CEILING . -1 ;,­_ - . 1 . . . . .. I . I .1 � 11 I. , --.----,-1 '. . .. I . . A . I .� '.. . ... . V CONCRETE SILAS vi/ . 11, . .; . - . ­ . STRAP 'STUD ,TO .DOUBLE . . , ,�,'_ , -91, I 1� . . . '. ­MTS1 2 CLIO' . ,­ - , j . �, .. .1%. . ".. I I - . �� , , . I . . , ,,- ,,!, � :, - I , . , I ", � . . . . . . ,.::" I . SIMPSON . . . . , M " - ,��4 3 . . . - , , , . ..$x6�'10viWWWN OR . . .., . . AT EAC, f�AF_t ,, L I . I - �.,���: ., - ',��._�j, . . I I . I I �, . .. . . � .. . I � I . I . I I " . .. . . I . I . . ,. ljl A � . , . .1. -1;.�."'j, . �` . I ,�,'-, ;&-,j� .,4 - li . � - I I . . . . . .11 L . -EXTERIOR PITCH DO AQ_T USE � I., . . - . . t12 11:01 :. . I . I i- . . e, tXC'EEbS 1/2 OF THE .. I PLATE w/ S1MPSON ,MT . , tl I , - . . .. . -�. . .; I � I . . H ER , 0 .�. . I . , R . I VaERMESH,RPNF . - . 11 ,, , 1% I ,, - ,,� , ,;� _ , I ,�l - E SUBS7MED I , , I _.-, IL, - . 6 MIL,VAPOR.�WRIER:OWR IL _�'THIS DETAML, - THE GABLE WALL SHALL BE . NOtE, ,a HARDWANFLSHE�AVIkG MAY B , . .. .I .. . .1 .1 j�, .�,,��,�lv�,� '�'...:`, I.. I . 4', � ��,.,.,L,j , . . I _,; . . . ' I . . I a 4,P�,,,'., ."..- I 1. ;,�,�, "!. 1�� I . - -,, I I .1 . . '� -kNG SPECIFIED WOH A 6-om EDGE , . . ;�.. -4, ,-,e,$ �, .. . - , 4,� � I TREATED A; OMPACTED FILL . 4 , '�;; . I ,Y I I . .. , � " . I I . . "� _;q,�,,A�;1 I , I �. , - I . . " .1. I I . ­ . , 11 -V;- 04 . -I,.,- `,I .1 . . . . '. NAILING PATTEM.NAIL W/Od GALV.COMMONaal M . ; I I I �jjjjsl Iloilo,"; ,. :, ,� , '4 . . J� I 1, .1 .. . I . 1. . I I.. I ­ . . . . .. %% - 'j. . � " 0.! A . .. I " . . . � "I"" , ; .11 �< .. "_' A' . ;, a I , I I I . I . I ''. � .'' ,� k", , ; . C, . - Poo .,OS6 6HiEA ­_ ,�_ r I �"". -,.� . j. 4 � , �,A- '4 .L -__ . , 4w, . . . e I " , '% � q� '!(� "! r C3 _ v I, . I...1�,,"IZ7 . ON ALL EDGES AND SUPPORTS. .. -T . . . ..� � .,'f'� .1 . � I I . . --,,,,�',' "' 'I . ;it' .1) 1. , . -_ ." " . NAIL RAFTER 0 CEILING I �, . '. ,.V. - d" 'I, 1, ,: .Lul . 't'.. V. . I . . . I - � . . , �. �'j �,,, % - "'"'. e . i�--!�" �r � a. . . . . ,� , % /� .. . . \—I . 8A . .1 . _j 71W STRUCTURAL RO)OF SHEATHING . J61ST w/ 4 - ,12D com' . (MIN) I .. .. . !111 , 8 I " .,. .. .I . -,,,'' '! ", ,� - I ­ - . . . . . I,", .. V 1, i�, �',.,-t., . I , � .,-. - . . (11'. r - �..7, .1 . �,� 0 - . , ,df�" ,� , I , _� I ,� . � - I.- V I - , , %, . - q, , t__ .11 . (2)i # 5's CONIT. . . I ,,�, �.,�, ., . I 41 I 1,. . - ,�.-_. ... 8 I� 4, . . . , " , . - _.A .1, �%,,111 �I , - � I _ 6,- Ab "'OIGGER @ 48-be. 1 Z,�,;� . . _ �. L" . I . - I.. . .-1 I � � NOTE. FOR 2-STORYCONDITION 2. ._.UT AN. . , , �', ,-,, . a, . . , . . : ") . . � I I , . . , -w . , . . . ­,:�, , 1, : - 1� ­ , �, USE V-6- WIDTH w/ 3 15'i CONT. . . , �� - , . I . I . 1-i- �,"-� I - i . .. ., - - :z" �­ t; . .. . L__�_�� . . . , " , , .,��­ ,�' .�t . . . . - . lil�,,A " 1, � � . HURRICANE CLIP H-2.5 OR EQUAL HURRICANE ANCHOR AT EACH TRUSS. I . -:c ,�j I � r1j� , ; _ , I ' I 9 . . . BL0CW1.N' G' 'REQU1.RED BUKEN OUTRIGGERS . . :1 I '. . 9 "> I . I "I 4 , . I.,, I . ­.. I , '.. . ... , � - -" - I . � � � . D . , I _n " '. � . ". . I . . . .. _�. I . . . - SPH4 0 32 " � . I '1�1.,... I . . . . - lel' I 9 . . "I @ 49"oe. , UDS TO DBL. PLATE w/ 'SST (It" I I � i I . �. I .. . . . ,, I ,�.,' ,1, � �` "' - . _ . . . . , ( SEE SCHEDULE I . 1. 1,� 1, r .,. 'I P, , r I . ­ L . .� �. ,- TYPIC,AL INTIERtqR.,P�^�I�� FOOTIN& . , .,�, �_ -- ,... . , ' , , ',.� . , . I . , - :, . I I ;. . I � 1 . . . I . I . . . .1 I.. I ., ,,I, .'..00v, - 'I , - �, ��_ I I j. . - - __ SIMP86k AM . . "', . I,,,�, s� .. . " , �,J' . I . '.,� ­_ . � I . . - . - , ; I I I 2x4 BARGE RAFrER CONT. I . I /I,e, 11 ... .A , I ,,,,, .;,;- . I � -. ,9 _. ­ . . . . I I . . . I I . .. . F ., I �q., .!"�,.­ . 1 . . . . � 1"1%, 411 11 "'T4. . , ,. � . . . . 1 ,'2) - .; . - - � Ill S , -,' .,,�,�',,� - ,,,__�.,�� ,1 ,tl:." ,. , 1 :4 6�&KING @ SHEATHING JOINT. 1,111o". .- ...N ... . I . .. . . .... . - . -_ , ,,�, ��-,,:�;_,� _ �, i I . . I ,I .. . . . . . . I . (2) Zx- SYP DOUBLE TOP PLATE W/ . I : . 0 ev ; .. . . . ,. . . 2 x - STUDS V 16" o.c.__1______� , �1. . , , .. -4'ko�GABLE END ' I SHINGLE STRIP I . 4 , .."e..""", . . I I - "­� '�V' ..r�� ,,13� - . . I 111. . " '' . I I ",­ , , . ., !V� T- SPH416 A T 32" OC. . ��, : ", I J"_�71-#'�,� . 'i � .1 . :?.�x,4 STUDS 0_I 6' ox, I .� '. -, . . . . I SS L ".� _. I __\ M� I. '. �.."" , - , ,; - , g . . ;W,-2 4:w SPF, ,, . . . . �1' .-' ""L'. . . . 11 . / 4e � .1 , . . ,�4 � I . . I -_ FAS . 91 '. . I.. 1;� I-, . I . . . ____­___� . . . 1� BEARING WALL' : I .I , Uj . . .. I ., . .. j� -, �j . _�, - YTOM .1.. � N. I j i , ." .1 I -1 . CIA . .1 . . CORNICE DETAIL AS . . I . a- .- . � Al . :,! CUP STUDSJOP AND 80' ' I I . I . . . . . 0 * a 2,� ""I .I-;- I . . . .1. . -1 � 1. .I . . . I . � - . . . , ..:., :,. , w/ SIST'- ' S PN­4 0�32- o.c. kAB CONT.TOP,TO . 1. -. i, Z (N- I 9 I . . 2X4 . I - . , 11 I.- I . . ,. . I TOP CHORD OF GABLE END TRUSS . . ;i� " I - !Q 6 , . ,q�u�",,� _ . I � .. . t � " , . BOTTOM .. PER BUILDER'S SPECS I " I., '91 . 1/2" v 7' WEDGE ANC14ORS I .. . � � .� . I DROP 3'lrt 2x- SPF #2 STUDS AT 16" OC . Il - . I I 0 �_ I , i . .11� �.. . - d� , . "I I 1; !" , . CHORD @ 8'FROM GABLE _. , cq . ,.-I - � �'� I . I 0 32' o.c. A w , , . . - .1,�. . loll 1 1 , . I 11, � I .- I . tj .I . ., . �. .I- a.- /r,—4" P%RETE SLAB w/ ]1; I :� . :,I.h,1 . , .. I I ... � . I , .. . -- CONT.2x4 SCAB FROM TOP TO (SEE STUD TABLE FOR SIZES I . I 1 . � , .1 i. . . _. Bia" 0 WWM OR . ' .-�. ,, . I . . ' . �! .\---,/ y , 1� , I �, I , 9 nSERMESH REINF, . 3-12d NAILS TYPICALAT \' ", . . . I . , I C ;�,, 14'..."A ­ . ...: : '�;, .' .. . I . I ­ BOTTOM CHORD -BRACING ,4 , r. T I , @ X I .:, %_ X-BRACING AND SNCINC AT VARIOUS HEICHTS) . . I" . 1, . I � 7I4 . !a .,�.. - . ..*� - .., . . (PROVIDE ADDITIONAL 2x,Vs @ I I �M" .� ...._:..L.i . . . - . ­ ­ 11 �,, w z � �1, I , 11� �-,' .. ;. . , -k'�, . I - " . . � ­,�­ _'. �,, X �,� - ?4 ,� _-4_- -, I':, VERTICAL IF.HIGHER THAN 4fr. 11 - OLTS 0 32" o.c. , . . ., a I .. . . . �!�; i I.T. '... I ­ ,0 T () � >, I � . , "'��,* " 110 , . I - . 8 - - " I t . . ... 1: � is i 1/8" . . 4 " ,s." ", - I 2x4 SCAB IF VERT,�VEB % . 10" ANCItOR . . . ,� . �,z� � . - ". .. ...;--- 'r . I ,,1, . . TO FORM AN'L'SHAPE) 7/ j ' 'I , ,w/ Z.. . `�' 11 1� - x ­;. �-V'--,, , ,.,, .i .. I . . "! 4: . . . 16" OSB SHEATHINC NAILED AS NOTED x 2" x /�/8` WASHERS . a . .. .1 .1 . . .. . - 1. ,� " 8' . 6 MILVAPOR WRIER OVER . NOT I I I i . , .4 . 1 11 I� -,`2e-'..,,:".­�.".., \ TREMECIA COMPACIED:FILL PRESENT '. . I I . ., I . U 1. .;1, T � � j , I . I .I '. - I __��, ,_ .11 1 - TOE NAIL TRUSS TO DOUBLE . PT SILL ON-SILLSEA L Ck . ' . . , 1 .7 . . I I I . . . . , . I . I ... . . . . �11.1 I " � t6 . . I 1, (2) #..vs.,CONT. , . . ". i ; . ## I I 1: ,�_ . . I T_ 4 T '. , A.'' . I , It �11 I 1> . .- ._ . . .� . ... . . PLATE w/16d COM @ 8-0c. w/ SS SPO (6 4.2, O.O. � �-�. ,I- . .. .�' N. . . . - . " CONT.2x4x8' wM OR all �:, . ", -, !.., .cc NOTE; FOR-Z-S�60 CONDITION . . . - . - :1 , , _* " ca., . I � .� -;,;. '� SYP T I 1, �. Lz 1, 1. -.1 ,", ,,�' LA. 1� ...-.-V I . ..I . ,wlbfH W/ � wio cm. I . 1 . .. I I- . 1 . . ; i 1 6 x 0 W- !6 , . 1.9 USE I'-'$" .BRACE @ 48!0c. . . 1 1, I. , . . . .1 . , 0 - �. -�� "i, . - I � i . I ... . . ffll.� ..1. * ., . .11 . . . . . � - . . . I .. BOTTOM CHORD OF GABLE :, FIBERMESH REINFORCEMENT . . I ,. . I. . 1 . .� I .. . . . . � I I - - . I .. I . I 1, I 11 I ­ . . . .- .. . R: �� �",,,,/ , 1% - -.' - - END TRUSS -ij - . . A � -j4:1 "I -, .�. ' . 4 .1 I .. J - : lqx , 10�1 . 9 � �," 4."i . _T 48"00. ; .�I , � I ALi IN RIOI�0��F�-�N6,5T��PFO�C70�-�' ��- � 2X4 BLOCKING(d �:' . .- . %. ,-.` I �-­V,�-4'­­;­: I 1�0�i I Q . �. 1�, I'�. 11, ,��� � 1. , , . , . - I" I. I,(:: 7 Ic _-7 . . . , I . lv'�, � I ,a � . ­ . I . I w U lm_ '. I . ,'.. "' , "' , ,­ 1 2 0_,��-I, I . . Uj 1�,., ��o &d I �: " , I�1 ,�, . . , - �_.'' - ic BIETWEEN GABLE AND FIRST ,,, .I .. T --- , . -", � 0 W,�_ �, .1, . ,; � . . � !, . . , - .- . . I ., - '.-�,7" - 1 . . ,..",-y'� L, I . .# - , . 2-2X4 TOP PLATE - ".; .. . 9' - ..A .,, IV, , ' . I 0- - . . ' ' , . . - _ ..� �j-' . . � �" ,.,., I . -- , 1 . , - . TRUSS. . I . � I 11: : , .N - - I,-—'I 9::�_ - . I '. . ,., ;� .. I .. 1. . . . . . 1 " . .. . 1�1111 ";. . .g " .. - . . . . . .. I �_ I— . 1. . I '. I .1 .. ,� , .".' ... . . _. . - ; ..t I "'., -1, I . . is I . I I I Lq ' '��,� , q 17 11.,41, �,,'.,: "I --, . . .. I . . . I—: . .1 . � , . . _q11." ., , . 7 , _ - � ".1 . .1�._- . - , , A(IL VAPQR BARRIER ,OVER 1 ai(n s§ .I ., . . . � ' 1�1 . . , ' ' . � . . I I . I . TREATED '.AND ' PILL . I - I . ." - I-,_,�.,� � �,, ,-. —SIMPSON LSTA 24 @ 48-or- � 4 ": , , �Ir , 2 .1 I I. - , "..'A- , !,i ,--� . 8 CoAhjACTED . . I , , . . . I , . ;­ , , I . I. , .1 . . ­ . . -1 : ! - I ,L .1 . , .1 . I I .1 �. I ".1 ,. ". . I Ili I - . . I . , , . ., % ..'�; . . . . .7 . I . . . I . ., "- �', . ..I . . .�_5 . I . . �`Ill I . 7'. . . ,,�,l " - � ., �r , . . . _.' .' ' , " . # - r ,, * t ,I I _ . ", . * 1 . .. .. I . 4. ---t 1. I . . , . 1 . . ,ff . � . . �_,._, . `bc. � � I , . ,, . � 11' . . - 20 STUDS @ 16 ;1. 2 : 6's COT., . . � . �, :lu: .. . . . . .10 . , ,,;.�4 1 �'. , I � � I 1. ,, � a. ot . 4 . ,� , ,;. . I . . . . I . � . 4i ., 1. � ' , ­ , ,.,: .1 . 20 X-BRACE 0 8W oc. , MIN." 25 .- L CORNERS ,I - " , " I � . .� .. . I . . . . .1 . . . . ' .. .:;, - - - ., - I . " , 0 �. ;11 . 0!9.-1 . - . . I . 7- ... . . .. I ,, .:.;, '. � I . '. . ,. . , . . - . , , . I . - ,� - I -� I . ,� . - ,WNDIT16N. USE . I � I .. . CLEW COMPACTED FILL .. __� . - 1 ,:7 - . �0z R N. t, I ,. %� . w" ,­ . . - ,7.-" . . 2 .STORr - , � . �, . . . ": . . ... .. ..-, . . ,. ., . �. .. I I . . . . , . , I ALL- MEMBERS SHALL BE SYP .11 t , , , - . . '' `­ . . - 1. ­ I , . . - I .1"', , .- . . 11 #s Cow . . . . I .,.­� 161" WIDT14 & 3.:, 5'.� CONT. . . I , �.�_: .� I .. .1.I I . ! I . .. # -_ . I . . I I I I ,:." ... .�t . . . , .. I I . . 7� . I I I , " �� I .. . . . � :"I I . . . . - . ­ . . . � _ TYPIC,f�L xTr=9IOR._,,-KALI_-5i!C.TION. . . . -1 .1. -,"".., " �.,. .1. . . . I .. .;,-'� %,", . . I - ..,. . . . I . IEF . . - - . . . I E S1 1, ,�-- .. . . - I � ­., _ ­ ... . ,�. . ,.--�, ,, _ i; . T� I % - ­- � RAPIN67 _ ', , . - I . . . -1 I. ' ' , .14.1 . I . I . . . . PICAL'&X '�NO, (_ �<,-B' ' � ' ) 'i . .�..,. ., , _� 1_� I . ' I . . I _,, I , �3 . . 1, . . . . ,1, ... . . .1 : - .1 - '. - . .�, �11 , .,,�� , ! I . . 1, I . �4' �=�, . . . . ,. . - I I . I , I " � - 4" , L ," , & I I - I W"i"000 .',>' tv�` , ( )= (9�� i I 'A-=_�_- (D= Er,?�__ 11_�, �, ���� La I - P: `�, j , I (AF- __Jr ' Iz ,ry, ­ IL '.' k x"__ (ky: 7earwal4lb N"11� I . t�,".I��, T Yl P I 6/A L T F�7 It=_,fr��.er_N�igc P, E P 0 E-,.F P 6 T I N 0 t :. I . . . . I . . . . .-". .." ", , . . . . . . .1 . - Is , "i, r. t. .. 1 ��7 . .1 ­ . I I . , . � ­ :�" 4 ,..-;ON . ..I - . . �11� I I f- . � = � . . . - . . , , . � . I . . I I I � . . "�'��,._ . 1, . . - I ... ,',;StALE: 3/8. 1 . , , . 41. . . .I-,1, � . . . I . I " ,.'t I . . I . . . , , 11111111 - . I .i � '. �­. I . . . .I -111,.�, , .. . I . . . I . . . . . I :-?1;: " I 'I . I I ,. � I .. 1. . I I . ". , - 1, , , ,,, -- . I - . . . . I . � . . ;4; I ., . . I � , 1. j� I . . � , � ,I' . .1 . �:. ...,....._- I I , . . .1 . . . . . . .. . 11 .. . . 1. . . ...,., . 1. . ­. . .- . . . . . . . I . I . -_ 1 . . I - — . 1 _____-,---.-, .. _. I —-1-1 � - - - r' ' .1 �' .., ­ . . . . .. _. 1-1 . ..., : . . I ,,, I . . . .� - . I I I 11 - . . . . . -.- _. _ . ,_-'_4 -111 I I . . .. . , I ,. - I . I . . . . . . . . )­,'..� i .- - � . . . . . I ' . . '! I 1:,�,-,t­l . , . I .1. ''� . . I . �. . I I . . I I I .1. ,�' I �.T ,- f � 1 . . . . . . . I - . . ,% �, .1 a ,., - ­ ., . . . ,, "' . � ,- . , . .- . . . . . . i , - . ­� I . I . . -, ,..,.�, ....._. -c �., , . . I . - . . -�, ,�,,4 Ia :,. " . . " , . I . ,. ��, . . . :,;" . - � . _h 'r . 1� _1 I . . . . . . . . I ., .. . I'' I . . . . ., .� 1_ ,�., ,�l "� 1 . . . .. . _. , I .I . � I I I .." I . .i . : � .. I . . , I � I 1 7 :�� �, 1.4 . ; . ' I- I . . ... .... I I . ­ .. 1, . . .. I.. I . . . :,., I . ­ 3 � ' 7 , � -. z_I . . . I. . . - . . - . . I 1- I . I I � I . , . . . . . -3 i rd S, T '�,* .. . . , , .. . . . -. - ____ __ , 4_1�____. - . . ... I I . . . '. ", _ - . ,ri­'.'­)i . x s w. r IA" d :r i-. 1:. tfa: IN l0gp? 40Ps(. WAD koAl)= 15pst (CiARpey or'wo'' DFIAl�LOADS 20pst (TILfa); DEFLECTION,CRITERIA ' CARPET or WOOD= U480 LL TILE= LMW LL L/380 DL a � ROOF(TRUSS)~ ,. . � -ive LOAD- TC.20ps1 OURATION FACTOR: 1,25 x DEAD-LOAD. TC Ips( + y r FtPOF(CONN.FRAMEF M V a 6 TYPICAL EDGE S.T'RIP,-(5 RAFJERLQA[1 togDL � ( DURATION FACTOR: 1.25` w;a (`,EILINO LOAD-'-_ 201st Ll; S Q 5.0 10ps1DL C`1" TYPICAL INTERIOR ZONE (4) aUI �INacot�tR z I Fk i � 1�i DIty CQDI: '` I R DESIGN METHO SAS! WINO!SPEED;`120 :• ,, m 6U!1_015CATEGOAY It, hie i 5NEARWAl.l5 NAtI.EQ AT,: "oc. ON EDGES wlNa IM IiTAt+)CE FACTt�F2 100 M AND la"oc. I r INTE 1*DIATE SUPPORTS WINO"Pf> UR ... NOTEi ALL, LOAD BEARING HEADERS SHALL, BE ,. WITH d GC)MMOI�I NAILS: .. . . A MINIMUM OF !?) 2xry No.2 ar BT SYP (U.ON,) - pE81GC1I�RPAtIALt,YEN,C�QSE8TIUtSTURE t. r 7 Gp t y 17 S1-1EA AL.L:S MAILED;Af 3"cc. ON IEPGE8 WIND PREBSU ES aN WINDO S&OP RS(p AND 12"oc, IN INTERMEDIATE SUPPORTS w i llJl'7N '8cI COMMON NAtt.°�.. Partially Eii'alosed Struatura AREA O OPENING DE: TRI 6k ERIO O. 4 has po :r, a Ne t I x to 20 et - 3 .1 42.0 34,1 0A to 60$1 . 3 .0 -a0 x ` 0.i lot Qd 51 31.5 w3x.9 31:5 : 104.1 to 200 at 30A 0 .1 -32.3 p 00.1 Do st 21d 0 8 29,Q 31.2 LRI: (2). 2x$IS y Bas urs 22.00 " cp<a� (� '1�(I�' Destgn press 0 0,55' r _ THIS.STRUCTURE SIS LOCATED .IN THE WIND BORNE DEBRIS SONE AND HAS BEEN. DESIGNED A$A PARTIALLY, ENCLO$ D STRUCTURE. THEREFORE'THE„ . Z �2 ,-. DRYWALL CEILING`CANNOT`BE, CONSIDERED.FOR;LATERAL gl�AihIG OF r 2X)2 PT RIM JOIS . THE BOTTOM:TRUSS"CHOy ,P THE, F LATERAL- BRACING3; SHALL BE ACMIE�fED ' N�41LEI7 7c7 EACH BY INSTALLING 1x4 Nq.3 or BT SYP NAILED J171$T w/ <<a� ti I w� �2� 1 ,r .%2' NAILS°QN THE EQTT4M .I3i ' x 3 Y4 t GALV. . • CHORD'AT THE SPACING NOTED O THE <. TRUSS ENGIIVEER1iV QR U�3E SIMISC7IV < }' TSB2 24 W_ (2), 1Qd�( �/2.: irtAlLS.,IN EACH tr 4 "�r TRUE$ AT SAID SF�ACINa s 2x12 �1~'T L9 �i� w A T otv 4 s 3 Y :1 'd tl A FEN , r h 1 { 3i , G V ..3 • i :. 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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 N SCS°G 0�� E 125.00 ------- WOOD WALKWA""f 13', - / ............. ENTRY IIN 13 20 2 V fr c 9s o �o ILL A A E ARM L o4 41 C 0 N C fR Fm T I on -, OR I v E w AM _ 1 •. f Fm ._....... _ 6 IIF► , R�I�I� / I��+P' 1 C ST UCS ` 4� Ems - DFRIVEU41 : 316 of K &0 of POOL DE,:,010 Qw TOTAL COVER NSE: 3124 of LOT AREA : 625 of _ _ 11 __..___. _ - ....... ------.._ ... _ . - _.._._..... .__-DAVEMcMENAMY - NET COVER,,� �: �� ��� 1 0 5 '' i w ) 3 1ec �°I ,1�"`'a Reeldentfai Designs Jack6onvills, Florida Atlantic. Florida �,• 904-133-6363 I _. 0C v0 Yw•;ggp,Fw.� f. , ti :. �•.r. ... . . _ of ...:.. .. - , y. 1 rmmim . ! • 5 , pp 'X - 1 !.�„; � q 1 , c ` �i � � , T C 1 �E :. 11 •, �- t7 s. S V r. S ....r - , Na OWUL • Q 4CG'E,SS PRovtDE oaYwme?.01 5 . M E: : EVE 1 uA 1 �� oinEs �.c�sSp,4Z AO s. T T T T T `� oaf. . Ov t aN 1 LE otz it]Y►C? tt�i 4Q DtC�Ib2 EWA E2: a:�F. t�Ea To SHE P' P r E D T � / E a O / E\V� O 1 Dl G 8 /AE MS l X t L 1--t O SE maD cOl. m EG o R:s AS QE u E D . •f 1 �}.F� }\•fir � `, ��'`( - .. p r , o , ;t 1 . . . E v � N W'. TA J �1 LIPT 71 I _ ; . .r 11 , 1 qty L , , 1 A , I' 1 . r } r .l F L I , f , f j t f , • NC 111 • UM E _ 1 M ; X00 H , , a WIT 14 . POOL T D P J D A RO U N , IR E -. U _ , „ R ECS _ - s 1 1•.r 1 1 OC KAPL., B E dATCC�. f - r i , , , 1 - r, - 1. I' r fj i • , , r I. ' r R r •.. 1 I/4� \ J " 3 .. b 7 t Y, 1 1 rX V 1 j , i , r� ! A 1 ,r 9 6 A + ( .. '/• J WNTr-k , R i Ot f q 1� _ I , i y , • I } t r. t . 1 / i- , , ! I I , , r. r' . r 4 i I. , 1 i /A , A � , 9 s r v �G r. 7 �! 1 � r •.k�l A. r , f J r � Q � HL- I , �r. ED r 3- S ..t r � AB PA1 ., . c•, .Mr H' 1 e •� 1 �p 1.... ... .. .. 1• 1 I� r' r , i -rtl r , t� r V ED i - r ... .. � r. IAN B EACH 6 GITY T 2 l� f ,r• 1 , S"( s " 1 ' ARK f1E� c �c i ON a e.. 1. ..�,. , „ K: i' o 1 �i 9 �;�Ul �? EGHEDULE b :r , , r , ' A •�d d ri - tiF fi 'r ( .•� y � J f.� d.'fid SWIMM N F R T� S M I G P(�4 L