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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 t 0 ' A r , r k r k S� .r 1 r r r ,6 f , , , , a' r , M f3 4 �y 5•"�7 l �• _n t ' _ > 't - AL r V 1.. 1: 1 " f'rt �,• r ' • r, Y' I , 1 x 1 r f qLAM h V �t r� f.. r^' 7� ^w' 3 ✓ i ,� 4 T' t 4. v l d 7 rL .T 1 ^� 9' R L r , K i FF. A 1L _ 4 - •5J � dd •'Ji L }rvY. rtF �W �t • NOTES: 8„ f __ _ 8•• 8 • SSE LL1,NS 8 : 1 . GUNITE MIXTURE: USE 42 PARTS OF CLEAN WASHED SAND.TO ONE (1 ) PART OF PORTLAND CEMENT, TYPE 1 . MAX. WATER 3% GAL./SACK. LLJ . ♦ j i 4 ; • j 2. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 P. S. I. IN 28 DAYS. 3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, CONFORMING TO A. S.T. M. SPEC. A-15 FOR QUALITY AND SPEC. 30-S FOR 3 � SES uojE � - • - i -� • � DEFORMATION: SPACING AS INDICATED IN DETAILS r ` AND SECTIONS. 4. FOR INSTALLATION OF MECHINICAL AND DECK EQUIP- M�lt�l DRb\t•1 MQ1N DR4\ 1•l MENT, SEE MANUFACTURER'S INSTALLATION MANUAL AND DETAILS. S. #30 BARS 9 12" 0.C. EA./"WAY ON FLOOR AN D THROUGH- @)OUT THE POOL, h,00M0yQ.L#3� VERTICAL BARS 12" 0. C. , STARTING 24" BELOW TOP OF BOND BEAM DOWN P ; O OL E L 1 O N T � 1� THROUGH COVE AND LAP 20" MIN. INTO FLOOR AREA IN - -'I \ � � EXCESS OF 6'-0" DEPTH. N . T , s , 6. THIS POOL IS NOT DESIGNED FOR HYDROSTATIC UP- LIFT PRESSURES. W 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW. 0 BY OWNER. O .8 9 8. ALL LANDSCAPING AND PLANTING BY OWNER. j I L _ 9. APPROACH ACCESS PROVIDED BY OWNER. ' � S t F_ 34.6 so 3 w , oLO 30 LO 1 NIL IL Val bo TYPIcN p � PiNc� L. &Yo- Nv �_ - - 3: 11.6 50 u- cr 1p I7,3 2 dC 314. RETURN UWE to o w SKIMMER LINE w dat � i --�- � M 41 N DR L1►1 N :E = wasTE LIVE. Q 13 � 30 0 0 F- 8.b 2 • z H,R PUMP Pl"LFoRMawoF " 'Zve. CFLow �N • p u M. p SELF F RI M I wC1 � SUCT► 01.1 11/4" , Vscw MLc. E I q.3 ro KAo ORA N, M s%wrLE PI�AsE I�z H.P. I H.P "�" P 34°50 R,P, M. FIR1 �2 H.R FILT & wZz ! --Aa►`. ' PER MIDI. ,@ `� 7 FT. QF I S&O Pool �'uR�►ov �R R4� E � "a c�AL . PER. -IouIZ © o to 40 do so 100 Ito 14o L4 . s . c,AL . PER mu Isis o� Z. )vj u es a ea 2 4 ELECTRICAL L 71 DUPLEX OUTLET 220 VOLT OUTLET �220v r zzov FLOOR OUTLET Q I A H 1 Td o DUPLEX GFI PLAY AREA DUPLEX WTRPROOF - R F GF Y Pf I . 040" AFF G"P 7 OUTLET 0 MANTEL SURFACE — QM BD WALL SWITCH Ell ° CEILING FAN SWITCH F DIMMER SWITCH $p zzo znv 3 WAY SWITCH LOWER OUTLET SWITCH � S WALL BRACKET LIGHT HALL HALL rp 2 HALL. DISPOSAL SWITCHu� RECESSED DOWN LIGHT S I RECESSED DOWN LIGHT W/ LENS Ak 4 G UNDER COUNTER LOW VOLTAGENE - SURFACE MTD 0 CLNG TELEPHONE OUTLET > LANDS PE LANDSCAPE CABLE TV OUTLET �4 LTG TING LIGHTING t WALL SCONCE o DIRECTIONAL DOWN LIGHT r � RA R CEILING FAN W/ LIGHT 0 > PENDANT LIGHT ORCH Q GARDEN PORC Ez s GARAGE DOOR OPENER GD GD 0 p G FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR O G G P GO OVER MIRROR LIGHT /00,ti IN POST LIGHT ELECTRICAL PANEL w REMOTE 0 REMOTE PP (� 5" mil 0 Fire S~ "A(�1v- P / REMOTE REMOTE See Def-all, P, e o S r�n�kler �e�, lv ,.�` /. S s�c,rr► be ..ten Iii - �ss•��� � ���°°� �,��' C—PVC �►� . _. n. ... ..a? s •cher- e PVc F;rtS�r1C.P � VL/Fm12 ut t T EAST TOWNHOUSEESST TO NHOV E 4-.._�j�n' .lel e,�s~ lx v LlFM. I Ss-p y2eslo�en fia w 43� test prdlh valve Pr�s4 JZ _ .A 4 k- P l 56 gsf- conditioned area 562 gsf-- conditioned area � 517gsf— garage area 517gsf — garage area -�-(&a.k-Flo,-Fr'euen♦or Vq my is �• 1L r-r?p_i,� a !" -PVc c;4-r WAter -S fp1 y r f I - - FIR IT ize 5PR I N !�(Z 5UPPLYFIRST FLOOR PLAN E SPRINKLER SERVICES N j of N.E. FLORIDA P.O. Box 23787 ' (904)262-10("- JAMES Nr DUPREE ARCHITECTi'A N CLEVE TOWNHOUSES a 4 8' Jacksonville. FL 32241-37E►" 1 � Fax (904) 262.2166 AR-00f 10382 904-247-7072C)— 5 �' �I � �� 1 N A T L A N T I C B E A C H Dew o Zp sec-. 5.g�(. t Q� .4 t-'QZT TC -Z-2 SOUTH f2t�tiC-e Lv) E.4S7Ci / Dvu4� LOur.1TY, FLo , 17tS �,o ` �� C5 0 rv� c��1c�s. Sacz4N �. vanJ c.�E�E q , ► '`�. o A PART OF SECTION 37 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: • .� lli� � CU FOR A POINT OF REFERENCE COMMJRNCL' AT A POINT WHERE THE EASTERLY RIGHT ? 10c o \ti\ ` <L OF WAY LINE OF THE FORMER FLORIDA EAST COAST RAILWAY RIGHT OF WAY (SAID EASTERLY RIGHT OF WAY LINE ALSO BEING THE EASTERLY RIGHT OF WAY LINE OF SEMINOLE BEACH ROAD) INTERSECTS THE SOUTHERLY BOUNDARY LINE �'.•\o•. o OF THAT LAND CONVEYED FEBRUARY 26, 1937, BY DEED BOOK 747, PAGE 6; o i �� Fu FROM THE POINT OF REFERENCE THUS DESCRIBED RUN SOUTH 00 15 23 EAST ALONG SAID EASTERLY RIGHT OF WAY LINE OF SEMINOLE BEACH ROAD, A DISTANCE OF 272.50 FEET TO THE POINT OF BEGINNING. m FROM THE POINT OF BEGINNING THUS DESCRIBED CONTINUE SOUTH 00° 15' 23" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE, 75.00 FEET; THENCE NORTH 890 42' 34" EAST DEPARTING FROM SAID EASTERLY RIGHT OF WAY LINE, 624 FEET MORE OR LESS TO THE HIGH WATER LINE OF THE ATLANTIC OCEAN; THENCE NORTHERLY ALONG THE MEANDERINGS THEREOF, A DISTANCE OF 75 FEET oo ' MORE OR LESS TO ITS INTERSECTION WITH A LINE BEARING NORTH 890 42' 34" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 890 42' 34" WEST, 623 FEET MORE 0k LESS TO THE POINT'OF BEGINNING. P `, �•k °� LANDS THUS DESCRIBED CONTAIN 1 .07 ACRES MORE OR LESS. v s qQ �h N �NN IIS 5 nti N asr,_ N K titib nOQ �. \ 44 ti aw`° ^ fo 1, \ , �• .� � m� G ' Q<1 � �vNtiNwN wA A3q, �r�o'T a is •� b, , Cb y \ u i l,4 vi �y /\• At. ti0 1 \ 6' I�� 11'2, � a E•�Y \ �p� 3 3 �� ^ �N N �r7P 5��17 3 �Cco CO v a N lit C? 1'o O A L47 91 RN Lp r �h/ \ ��SJR-4o R, \ V 9 c ✓ may, ti j A) 'Wj -z 9E3r P�v�sEo �- i8- 93 ra stio w Be~•vc.ci no p�- Usama E �y R• 4Z '=, EBY CERTIFY THAT THE .-OT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE - v AS SHOWN ON FL ODD INSURANCE RA TE MAP _ FOR THE CI T Y OF ,JACKSONVIL L E• FL ORIOA• DA TED _ ^�\ ALL AMERICAN SURVEYORS, INC. LAND SURVEYORS - 4220 HODG pCAG - ✓ACKSpN✓ILLS. FLORIDA. 3PP17 - 904/268-4155 � I C �A LEGENO I HEREBY CERTIFY THAT THE ABOVE LANDS MERE SURVEYED UNDER MY -5 RESPONSIBLE SUPERVISION AND DIRECTION! THAT THERE ARE NO _ \ L�� ENCROACHMENTS EXCEPT AS SHOMN AND THAT THE SURVEY SHOWN — 4 _ CONC. MON. _ HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE �F` tJC:TE �jEoC21►�CoS B[aS n ` s7 aT� o ; FLOPIDA BOARD O.F LANC SURVEYORS PURSUANT TO SECTION 472. 027, IRON C0F rAL z ES (SET tiITN CAF FLORIDA, STA TL TES C-.� /L B 3857) AMERICAN T- 6� l.�vR � la1`►d F �rG n._,p .p1 -fib- �C= -'AMES D HAPPISON, ✓P., 10 L 5 Nc 2647 SUP VE ❑p.T 41L- ---4N IRON CDR. SCALE 'V (FOUND' -A - 9 ® CROSS CJT REGISTERED S✓RVEYOR, 57 -5 OF F pFIGA LA"E � —8 Nowr - - T -1 1;�7- 32'1' MAP SHOW ZING BOUNDARY SURVEY OF PA-F FL_ EAR( LFJ, "B" A FOF±• rpni p_c.• fir:, r1, ,,1 37, TCSIrlsillp 2 C'U'1111, Fr,{Iw.r 29 rAST, A PORTIC:r OF SEI.TICN 37, TC. ISILIP 2 S0[ITI, R-11ME 29 F_55'1', DUVAL OXN17, FLORIDA, BfEING P}ORr' PARTICULARLY DESCRIBED AS DUVAL GOUNI"f, FLORIDA, DEMO !-SORE PARTICULARLY DESCRIBED AS FOLLCSIS For.als C'CI-NEtICE AT 11![ TPITERSECPION OF THE: FX-AYlIfFELY 50U.11DARY LIPIE AT 'l"fif' INTF?SECPION OF THF, SOUTIIF2LY BCUtIDA.P.Y LICIE lV OF TliCSE Lr-N 3 AS DLS(l-IFFD At•!) F::'-:)0F.1)E!) iti FEED tsx_K 7417, OF '1110SE LArIDS A5 DESCRIBED RID RECORDED Itl DF:E:D BOOK 747, U PAGL`' 6, GE' alil: FUBLIC RECORDS OF SAID C .UIITY, WI'T'H 'file: PACE 6, OF TllE EAJbLTC RECx'}iDS OF SAID CCAJUIV, WIT11 'I'!!F: EASTFRLY RIGIIT-0r'-•WAY LIPIE G1 8E2.11N0!,E bEACit ROAa), (A 100 E7,S1M'y RICHT-OF: WAY LIt1E OF SE3-II -DLE L`-'A1i hUAU, (A 10(' t, E1:UC RfUIIT-Ole-I;AY AS MW E:ii'L:iLI:;1S?i), �:iI1, I_AS'—rL LY FOC%I' RI(31'1'-Or'-WAY AS ti(il ESTABLISIIED), S!:i!) !•I:.STE}±L`f V RICif,"OF•WAY Lit IE A!,;0 BE'IfIG 111 F�.S'I'L ?L'f RIGiIT-OF-WAX LIti-;-' li:+:;.!_ i,F.W .Y k,_:;c:, ia.:)J BEII.'C; TF-," LS:;!'i' ': 1+? .... r' AAY Ll: : OF' 1}{L•' 1'UPt•1i ? F'Ir`P,IDA BAST WAST RATUi Y RL 1!'!' O!' ;lAY; 1'1IF^IC'E t: r ,r rA r r,c W OF 111 FC>Rtll:k? I'. '?T,I E-A 1' CJAi>'I' RF..1.'✓Ih'. R.C.if .1 5r J'1:I 00• 1 r' 21'" FF:S"1', ALONG SAID M'AS'1'F`2LY T?JC:iT-C)F-WAY 1,1IIF: 26" cr r t_' 'L't v Sr,L.! Si�lY['F{ 00 17' �?.`)T, AL,Cdr(; ,:D 1' SI FiIC1i`I'-C1E'-P1A'f 7t' !IDLE ui E:Ar.7I .0AD, 317.`0 NL'F'I' lili:Ilr'E: I;:,:'i'?i R'J 4:'' S1" i' 1•l I[iCJLE ::r.A '. RO:i), 21 .50 h-'!' '1'.) Tli I':)IIIT W 4 1G�__T•1`, DEPA!1-7:5I:•' N'C IF•R' (fSAID LAZE, 192,'1-0 . :ii' c ti UU 1, IF..:`_ , A ,)i', wFrG IO or, E!'tY ItIPITtrG; 'II{Frir'., r! ;.!!r 00 17' .c" L•i- Cli.I:i Riuii'i' :L'-W',Y LLf9E:, 7.5.00 FLI:l'; ';iiEN_' 1i f;'i'!{ i3'l" •12' WEST, 75.00 FEE:1' TO A F'OltiT SITUATE.' C-:; TEE S'�il'1EH.ILY LMrIDAIRY 3.1" [AS`!', 1-4-P R"I'iiE, E'RrXt SAID EJAS ER1,V RI•:i!'!' C -WAY 1.111E, LI L CF C,:-".!! E,i c?"!? F.EF'L, ?', AS itc Y%!+.['::U I"I P`.::!' F>':C'1{ 46. i, r, , r CE r 2 '.; F `_1, Cr '1E'F. • R_11'1' ,Ul1L.0 RL•'C..-RD. ,F' JN'I"_; 1' .FS'! 1..1''I'; Ir_I IIRi t10R'1'.I 00' 17' amu" EJF5T, 'x.00 C'E�!' TO A 11F, r r s r r r r r pnrl' �i"'! c Pc)TPri Si'1'U:, E C':1 1.._. :r:CI'l'Eie?L`! EaRIDARY LN;L Gc- E:-i BREEZE: ti7I:I'11 89 4_2' 34" EAST, A1,C11C SAID S el'ii:ipi:L'f FJJtII)ARY I.!tiE x„ hrA'P, P.S R�'CCItL eD 111 P!.::'[' Ecc'K 4F., nAr;!; `;1, ("' 'r'rIE: CaJP.l:cll'1' P,I47) I'}{ } r' :F.L'i FR(.)L6tU F'!'iC{7, Ti{'1tFS]1', 13U ='F:i'i, 1-np.L OR IULiL!C: R1ECCiRDri. vF SAID CXjJNTY: '11iFTICY SCUiit b • 42' 34" WEST, ` LESS '1%) THE kii':f{ WAT 1( L Illi OF Till; A'111212i'1'1C '.a='F i!1; '!'!lEPli"'E III r • ¢f r r rr.'n r / r I:r, J:'.,:7 FEe^.' 1Y) EIE 101ItT �C r_„_.lr� , U :r il'.t. f,_ IX U[dUAf?= ..It_ 1 ^� A S(:{TIIE;!I,Y L'i! "i'luN A1.CirC; 'IlIE 1lrl_10Er+lIEG3, 1111 tECic•, / r* 3F';IN!rlfiG. lY J Q nk:l'. ....-._ '!} I'P 1.i'iF:°�k:G'i:O1! �;i'11 'IEE Lrtli” ti(MT-1 a9 EliSSI', E'Rit! 1'f!'r. H71tr'P r,r ?Il:j:i!rtiIti_; !iiF!iCE !; nS 1'i r!1<' _r•, ,-rRIL?FD CYti'I'A.IN n z'( ACP !.t^rZr r;Lt r.EL'S. y -:1 U'11! 89 11' }IES'!', Uc; ;7,r..n,; !'i%,A-! SAID 431 FELT, !-1,',RE OR 1,:SS 'P":` IG'i C'r' Fii;)?fiP;::;";. u v.) c• r r, .y. I.AfiL`S Bl;ICI� SUB.7MCi 1G F,t1 EASLl•llMi'P AS Sf.t C4'I[i Uli '['!ic 1•fA11 F--!,Ii r IIEINC MORE I'ARTIC'UI.ARLY DESCRII'E:D A5 FOLLi.4IS: �" LA1iC3 ".'flUi !,E:;:f±ii EU Lrrt r ACi:E-', !4_{•.._ gym: '.ESS. C'Ct 404CE A'I' '11ILe IfITFRSECTION OF TEIE: SCAJnERL BO(ItIDARY LINE C:`•' 7110SE IANIIS As UFE_C.'F l81x) ?:.FID RECX)RDF:D I{1 DED &)OK 7,17, P::GE 6, OF '1 kiE PUBLIC RECORDS C,F !:UVA!, (:+_ii 1!ITY, FL(JR I 1)A, WITH 4G' TIIfE E_'?S*ITTk.I.Y RIC'Ii'1'--OF-WAY LME: O'' SE2lIP10L.r: Hr :i k! R':)F.I), (A 100 FCJ71' R IGH i-OF-SIAY- AS MAI E91'ABL I S11L•-U), SAID EAS FFR,Y e RIGHT-OF-WAY 1-I10-: I,SJ fLM-3 TifLl z7-;TL-:RLY i±IG1i'i i):'-S,::Y LlliE esouiVO Q G')/ c' . t/6 OF III E FOPI-LER F-I ORIUA EF..�1' GTI, 1' RAIL.'IAY 'r:Il YI' r' ii::'_': 'PiEliC- `',C)f.I'1'E! 00' 17' 26" E'•.ST, ALCU3 SAID ?-T:S'!' il.Y RIC41T-01"-WAY LIME OF SL•2•SMME: SERC:! ROAD, 317.50 FEIN' '110 'lilt.' Pi,IN'1' ()i' Qpe V E!�JItiNII'I';; nIPICL C'i',tP1HME SOU'1'11 00' 17' 26" I'AiT, ALOtir; SAID LME, 30.00 FLk1'; TELTiCE IiOR'I'ti 89' 4"' Ell.:7I', DEFF.r PIPi,'; FRCi1 SAID 1,Y :cr3lrr :7r' r7,.': l llic, TEE110E NOT?'I'II 00" 17' 26" WEST, 75.00 I•'E:F.1' TO A Q (� 1,ji!,! S11UATL OII TEE SC><1'1'f1E1L;i BUJI DARY LIL'E OF C--'LAI(' BREEZE ^ V ! ?:}:J:P, ," FIE:'11•:I)1'.L III PLAT r=K •16, E:A,;1' 51, (-1 T:ii•: CURREIIT PUBLIC' RiCORDS CF SAID CCU[ITY; `1}!Flii:. {{)'1'H 89 .12' 34" WEST, A! diG SA.[D .`Xt)'I'}fE'tr.'f I3CAJNI]A[?i 1,IIIIr:, BO.rJO FG 11 v[i'i'}i hI\ C(J- 17' -�6" EMT!', DE1)ARTI!!':; FRCH `_AID J'AITHE'I`:LY BOiRMARY �wCLItIE, 45.00 I-T:E:l'; TilLtICE Si-'AYIII 89" 42' 3.1" WFST, 13/,8'/ FEF•!' B 4 GE A Al .4 E E Z Q B - ¢G �c..rY_.. O DFG�Ll � ° P • Q� 4z 3 4 kv. h�� / 92. B7' h� /l./. ®9 ° 42 ' 34 E• 4-�a � \ _ >. 6o ,t Off• fo' C.r~. ABN ON �D.PO p.B �EP. O.L. IJ 0 0 o V �� � 7) � W • Q (� f� �O/,V 7` PF BEG/.V.V/A/Cr O h \ Q �} /P C L� L r •• A U ; \ p � "EAsE/nEvr" \ AAh SwT NAl4 CAP r\ W ¢z• 34" t-V /3t.07 G' DAK N N N o v a 4 Scr i.p V btiK A-1 390 ¢2 3 4 - &7 /9 2 . 8 -7 s Pr s 3 B-T 7 1�3 or'v G lheer7 ��-- a.SCoMC• 1 l Q� Cume& t. Poi.�7' DF B�Gic%vi�c`/G BEF]R/N�s S BASE'p ON 7x/E B7A7'6" a� FLpR/Qq LJE.a7: D� .V,4TU.•?.gL-. �E�pG/�CE`5 COA577AZ- 1*74A Z?Ar,�-d 74_ic,• I HEREBY CERTIFY THAT rHE LnT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X,Ao f"EAS SHOWN ON FLOOD INSURANCE RATE MAP oa i a POR THE CITY OF .47'1-AN T 1c- FLORIDA, OA TED 4-1-7-89 dcACN ALL AMERICAN SUR VE YOrRS, INC . LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE. FLORIDA, 32257 - 904/268-4155 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY =JF' RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO 0 CONC. MON. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN 1-4 HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE 0 IRON COR. FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 479.Q27, AI (SE r WI TH CAP FLORIDA, STATUTES (• OL B .3857) AMEf,I CAN JAMES O. HARRISON Jho.• P. L. S. No. 2647 SUP VIE —x—FENCE N O IRON COR. �p c (FOUND) S CALE_ �y 1-9 ® CROSS CUT IST EO SURVEYO STAT£ OF FLO ZOA8 9� - F. 8, --114- ; 30 �- ORDER NO, 9f7 26 9 9 rn r- 2x4 SPRUCE OR BETTER BLOCKING GABLE END VERT. BRACING 0 cn CENTERED BENEATH SHEATHING JOINT. '°� " 0 PER TRUSS DESIGN (TYP.) ROOFING OVER FELT ON .� Lu Q ATTACH BLOCKING w/ (3) 16d TOENAILED7/6" OSB ROOF PANEL o OR (2) 15d ENDNAILED EACH END. Lc') 12" SHEATHING (TYP.) Q N > >> - Z IN w m d SIMPSON HGA 10 INSIDE @ 4 - 0 C/C MAX.) GABLE END TRUSS (TYP. ) 2x4 SPRUCE OR BETTER 24 LENGTH CENTERED ON G. � o .. 8'-0" LATERAL BRACE (RAT RUN) FASTENED w/ (6) 16d F' x � < o ww a NAILSOR (8) 9d NAILS TO 2x4 CHORD BELOW (TYP.) Q o m N 0- Lu J F-- Z B CONT. GALV. METAL Df � I FLASHING (TYP.) Q WOOD TRUSSES (TYP.) w � N N 00 � N 00 2 16d NAILS P.T. FASCIA & u- lig 2x4x8'-0" LATERAL c DRIP (TYP. z J ;,,,�, `c . BRACE RAT RUN S5 a- ...� :'...; 2X4X8'-- 0" LATERAL .. , „ It � „ 2x4 KNEE BRACE @ 4 –0 c/c MAX. ,, BRACE (RAT- RUN) @ 2 OR x 8 THICK SPAC ' °. - `=y ��� ING W/ (3) 12d NAILS EACH END -� 4 -- 0 c/c ON BLOCKING. WASHER 8c NUT INTO TRUSS VERT. MEMBERS, �a NOTE: �� .. ���,, >. 171 rj TIE ROD ASSWEB MEMBERS. Y ALL NAILS TO BE 1 /2" GYP, BOARD s 2 COMMON NAILS MIN. ON STUD WALL CONT. TO FOUNDATION GABLE TIE - DOWNA GABLE END WALL SECTION NOT TO SCALE S5 NOT TO SCALE S5 °O a i d- w INDIVIDUAL SHEATHING Q 0 ATTACHED TO THREE GABLE TRUSS TRUSSES MIN. GABLE E (5) 16d NAILS. TYPICAL. ND NAILING " oc MAX. @ PANEL 7/16 SHEATHING SHIM 8d @ 6" c/c. TYPICAL. 8d NAILS @ 6 W o EDGES @ BLOCKING (TYP.) 2x4x8'-0" LATERAL (2) 16d NAILS EACH TRUSS. TYPICAL. C� BRACE ( RAT RUN O a Sd NAILS @ 6 oc @ ALL PANEL EDGES 16d NAILS @ 8 c/c. TYPICAL. EXCEPT OF GABLE 4" oc MAX. _ r 8d NAILS @ 2x4 SPRUCE OR BETTER 24 16d NAILS @ 8 c/c. ALTERNATE O TRUSS (TYP. ) (CABLE END FRAMING ONLY) LENGTH CENTERED ON CONT. TOENAIL AND ENDNAIL. TYPICAL. LATERAL BRACE (RAT RUN) � m FASTENED W/ (6) 16d NAILS �J 8d NAILS @ 12" oc ON 1 OR (8) 8d NAILS TO 2x4 —j C� CHORD BELOW (TYP. ) �---� I— INTERIOR OF PANELS S5 _ CENTERLINE RIDGE "A35" FRAMING ANCHOR @ 20" c/c � Q (INTERMEDIATE) ,�, EXCEPT ON GABLE e w TRUSS (TYP. ) 7 16 OSB WALL SHEATHING. � 2x4 SPRUCE- PINE- FIR OR BETTER / z BLOCKING (FLAT OF VERTICAL) SEE SHEET W-1 FOR FASTENING � � FOR END TWO (2) TRUSS SPACES Q a U-) T RIDGE @ 4'- 0" oc MAX. (TYP, ) - NA R RSP4 STUD PLATE T8cB @ NOTE. c� EVERY OTHER STUD, TYPICAL. ALL NAILS TO BE o NOTES: COMMON NAILS MIN. z z 1 . ALL NAILS TO BE 20 CONT. o COMMON NAILS MIN . U 12" MAX. 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KAMM CONSULTING RENSTROM ENGINEERING 2441,- South Third Street 6000 —A Sawgrass Village Circle: 2710 Rogero Road Jacksonville Beach, Flori(ja 32250 Pon to Vedra Beach, F ioric'a .52 ?�)% Jacksonville, Florida 32211 904---241 --9997 904--285--- 2009 904- 745-- 17"10 LEGEND MAPS INDEX TO DRAY ING �. ABBREVIATIONS MATERIAL DESIGNATIONS VICINITY MAP SHEET MAME .II �. . �Ti�onia.. -- �� .�..'... �.�. . .�...__... �.._.�. T-'1 TITLE SHEET _ ._ _ '• �°°'� �.,�„ �:; PLYWOOD PI PeCatn Park' A.C.T. ACOUSTICAL CEILING PILE HORZ. HORIZONTAL ' ' ~T` •- rtl TAE3 - H.©. Hose E31B _ ' r6�e4q Heights �,y I �,�'i �' ARCHITECTURAL . ADS. ADJUSTABLE _ F CONCRETE GYPSUM WALL BOARD -r'F P/an W ee .f4rvt c + t A/C AIR CONDITIONER H.W. HOT WATER .-.. - �!3Cr�dYil t� t 'il�,l't ' ! '' FLOOR / i f , �r �it� "t I' A-1 r LOOK PLANa i A.H.U. AIR HANDLING UNIT I.D. INSIDE DIMENSION ' A-•2 EXTERIOR ELEVATIONS ' y�, E r NG PLAIN, SEC` *' i- _-,., Tile. CONCRETE BLOCK CERAMIC TILE 4 ' , " �p4ltkr't'S�InC' i �;�, P• �r7 c w l l , I j I I I j I1 To4ai'i <;. A-3 REEL C Fd CEILI G Awe ALT. ALTERNATE INSUL. INSULATION �_ �__. I _. Id� I �' IId�C . _� SP 1 SPECIFICATIONS I"ld N. JANITOR - HI hlanris ��• :tr i,, RQJECT • Sia---2 SPECIFICATIONS ALUM. ALUMINUM JA BRICK (COMMON/ ACOUSTICAL TILE -K' •� r SILK. BLOCK JT. JOINT FACE.) I I I ;�� i '' r fit Qr'e110�1,B1.IIfir FOi't~ LOCA'i ION SP - S SPECIFICATIONS 4Ytr .._ 4 BOT. BOTTOM LAM. LAMINATE "Qbi4 ob2st Hilly S, Fort ar Iin`e it- F INSULATION (RIGID) t' ! �_, r�,- Ed S f>��i}Jal"k' BL.DC. BUILDING LAV. LAVATORY :t" -Ff!arl. o r•t il'morr - ,� r STRUCTURAL eId ?^0E- FRAYING +, AN MASONRY OPENING r' �`- 'a•-,..�y i� ? S-I STRUC-FUF2AL FLOOR FOUNDAT',.•� .. ! , D.U. BUILT-UP M 0. , , i INSULATION BArT r / ( ) , C.� C7C1"1 I �':: :_ �ttlnnbc Beach S-2 STRUCTURAL WAI_l. SE. : IONS & ' CAB. CABINET MATL. MATERIAL t t y ,K ' I k ,-^t • ` Neptune Beach . Z CPT. CARPET MAX. MAXIMUM INJECTED EDAM ��� ,t_ } { 't � ja•cksanville Rattth ELECTRICAL O INSULATION SJQ'n, -a- 5Q ! C.I. CAST IRON MECH. MECHANICAL D 3 ! , t CLG. CEILING MTL. METAL i` 4 _ i' •� � Q ,u• 1 L [ S . Jl�_.t S AND RISER '•]IAvF E0.1 I�,.�.CTF2ICAL NOTES, LEC.._ND5, 7AM CD STEEL/ ` � ctriS ell 151e f PShcrrt3'S ' 2.� LiGHTING PLAN Hi l s .;,:1 CL. CENTER UNE M.P. METAL PANEL �_,_ OTHER METALS �t,.•I,. .-4 �y rd ``_ S.' POWER PLAN ' C.0, CLEAN OUT MIN. MINIMUM N ALUMINUM t1e1~I ;T�YY�CB i 'sn. + f 9A _a Ran-te Yedro. l_ _ ;a�errN4Q C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT I� �:;,,• �'"�' '.;-„,..�.•--�S�tuCftadr�'; ; C.W_ COLD WATER N.T.S. NOT TO SCALE - WOOD (ROUGH) I� # _ , ea�uri C arderis CONC. CONCRETE NO. NUMBER �w Oalm galley . C.M.U. CONCRETE MASONRY UNITS O.C. ON CENTER WOOD FINISHED pr, '' 4 ;` ,'` reenIDrnd d� �,�, - ', CON f. CONTINUOUS OPNG. OPENING (FINISHED) L. li'rIEI.tr]J w T . i l�ler Landing t r+ ^.^” Z C.J. CONTROL JOINT PN T. PT. PAINTUj C.F.M. CUBIC FEET PER MINUTE PL. PLATE �Y lark w qui DIA. DIAMETER P.V.C. POLYVINYL CHLORIDE LOCATION MAP w UUj pISP. DISPENSER P. T. PRESSURE TREATED REFERENCE SYMBOLS Uj C JACKSONVILLE, DUVAL COUNTY, FLORIDA �'' ------#=IHS a a 1) 11 11 � w P � n3innl Cy SNr)Ild3OX3 D d SNOI1d33X3 ON a u1 z ORS, BOORS Q.'T. QUARRY TILE m m U ui W DN. DOWN REINF. REINFORCE , °' Dus11e 5t O u x DWG. DRAWING READ. REQUIRED U +{ s Y• a m 0 E INDICATES DIRECTION TO NORTH r ' t, N R7H r � � D.F. DRINKING FOUNTAIN R. RISER , J q © Cy L©wLs St . t 'n10 UOIJUJAWd Q1tJ alllAuoSM�Pr o u- EA. EACH R.D. ROOF DRAIN �' tu,aay'orµ :� '. a3M31A32d " o aha ELEC. ELECTRIC SH T. SHEET ROOM 111--NUMBER INDICATES ROOM I • Roricrt St. e . ' a , E.W,C. ELECTRIC WATER COOLER SIM. SIMILAR '' (4ALU DOOR NUMBER (WITHIN ROAM 1 Kostnar Rd tl Ed at St o- c„ p d n � � E.W.H. ELECTRIC WATER HEATER SL, SLOPE l I a _ f y City of Atlantic Beach F DOOR (, ) y �'-t °` P . O.JE�.+; 1 nl�' R a Planningand Zonin qe artment o a a X a. EL. ELEVATION SPEC. SPECIFICATIONS >t E.E.R. ENERGY EFFICIENCY RATIO STL. STEEL { L!2CATiON t/ p � Thio approval verities compliance with apptlt:abb ' WINDOW A- LETTER INDICATES WINDOW OR LOUVER ` ' .'l � ' s zoning, subdivision and other local land development regulations, but does not constitute EQ. EQUAL S.A.T. SUSPENDED ACOUSTICAL TILE ;I prlemorii O c1, " r L" 1 approval for the issuance of permits. Compliance PROJECT NO. t' with Florida Building Code and all other applicable "Y 0 L V_ 0 A- -T- LA TI n,, ? Ardopa Rd Ot-11 EXFI. EXHAUST THK. THICK ;t r 4 i +, s 1 , i local, State and Fed I permitting requirements ISSUE DATE 1 DIRECTION OF SECTION } ' ; ,q; .`: yK 1 must be verified 6 ' ature of the City of Atlantic EXP. JT. EXPANSION JOINT T. & G. TONGUE AND GROOVE /1�234 NUMBER OF SECTION Beach Building OY al prior tot t suance of a Building Permit. SECTION NUMBER OF DRAWING SHEET �• ria r Donner Rd REVISIONS EXT. EXTERIOR T. THREAD A-X N M? i. L� Approved By: �'L FT. FEET/FOOT TYP. -TYPICAL �, t , r /"/1lr sf Date: °mmun t eev opman re or 0. FIN. FINISH TYP. C. TYPICAL COMPOSITION 1234 NUMBER OF DETAIL i�x i,i ';.r6.{> I oE{+` 1 4Ft, � AIA DRAWN BY: FIN. CLG. FINISH CEILING VERT. VERTICAL DETAIL QWA A-X - NUMBER OF DRAWING SHEET FIN. FL, FINISH FLOOR V.C.T. VINYL COMPOSITION TILE CHECKED BY n. I " ' `, Ix Aft • FL./FLR. FLOOR V.W.C. VINYL WALL COVERING l f( tyr ' ,: i`1i� r • ,�" s >; �} �a�Cf �- r ' F.D. FLOOR DRAIN W.W.M. WELDED WIRE MESH a�,} `��'. s DIRECTION OF ELEVATION ' :Y li rrx'* �'; to ' Plaza St , .►7� GALV. GALVANIZED F2-NUMBER '''� { I ' . A � r S 1� �• r� 9' rd i S ELEVATION A-X OF ELEVATION i f G.W.0. GYPSUM WALL BOARD Snu Har6cr�C1S 1 NUMBER OF DRAWING SHEET syt R NT ONR W 0 HDW. HARDWARE h,' a'.j ;',; p'. ; , • �. a { b r OEM HGT. HEIGHT �' i . `�,a'} '• '� 'r' ,� MOLITION ETTER INDICATES ASSOCIATED KEY NOTE E t 0I-II-50NR15E WORSHIP CENTER-T01 (829.2001) 0� / e✓ �. �" I r r ;fie. ' ^k s.., dx a , > - - Y';3'. •`Y'r. .k"• — - r. t S. %2, r' - r _ N' ' r + - y . .. -., a .. .. .. .' ,.•. a •w •. '-' '.." ,. .. .. : e,'.l ll 9 } >t x MA P -SHOW.1 , G, SURVEY' OF F. j" 5. S > r: ti / rON / .l, PF T �` f ; � � 1 DEC) ' , t 11 J ^ r_ 5 - AJ ,. .. :r• .... - .. .' ,. • r , � IT _ - , - Vin., $• Z+ �`tiJ� F ri/ C rf V a r I r* , , rr. t_ F•, �, G. I f l / CSF V� 1 _ C) J f V1`I r { , t __ r�,i A. r0...- r. , y r .M t_ y , r , Y 0 A , D , W ` - r , rod' SP 2 ,. a• tibk ti L' 7 Y 1 rM EDG l.r p q• -r AV MENT `� d' „ , :D 1/2'.'1RONS86-05 . ! rp fRbn+ I} S86 os ��rn► ' PIPE N© CAP =� _�.. oO E q POWER POLE RK. ,y- _ - - ,- W r ',,,• ! OR NC) ,�'` - WATER , . W/ANCH BENCHMA - v- ELEVATION=12.22 ,� ,d. VALVE i .84 �Lrg„ + FOUND 3�4"IRON CHERRY PIPE, N CAP 1f o' � + x - i.;jt�.�P i I I •, i.;r-a''+I;; Lih'Ih'. FE�P:c:� 1 `� '+- �'`• <. ,. o h • V 1,'/2 00 ___ � z, .` 112.011"LIVE �F - - .._ s .. _. -.. -. 'r :.. f � j.l-;;�' � /rim%.•. ,•,,, ..( ` i P. F _ •7 LIVE OAKIm+ �/ ,l�%:;i%�� ' ;�„•: 1 _ ., .,, ""'.”" _ 6 LIVE OAK „ %;► t7 ( I r I "1 Q LIVE OAK .i;. ` ''^ f r; .. 6 LIVE OAK + '!�','�► I1; � 1 ;'�/' 16 PALM r, + g LIVE OAK 5 LIVE OAK r �� " 9 LIVE OAK _..� fi LIVE OAK � , F .., ! .r: h � p •h � +I CRE � .. - :•,,r =-�,. . �p d y �,' 1,' _- _ 'b11 LIVE OAK ) `-R F _q• ,q f 28 PINE ' 1 � {{ + _,ll`.)•—.�i F- Ct F`C� - I % F.�� //j%/, / 'i', i. q` � � '. :. .. >< 1 r f' I 20"PI !17 j I EXISTING ,. FEN( r I I CONGA� CONCRI T it =I ., i SIDEWALK 5IDEWALI[ r w F r f � _ p i7 ,e WATER I : ,•r i 'i rD t 2' < ''+7 1 METERUJI v -29.x' , 1 , Y ;I - CONCuL E. i EXISTING i i ► x J 1i "`' p7 • '�24"PINE PAD CHURCH j 1 w � „ ., ,. • �V li.# 1W 1 ' h;ti ,off 7 LIVE OAK �ti .� r � _ t, -, _ _ r, , ,• i f () ,_�, ��ArIC)I'� L9 F 7 LIVE OAK -,- A -r- '� � � i cb ��` 1Q"LIVE OAK �o' 21"PINE f a a6 w W , . • 7„uvE 'OAK C+�r1CI?E r� I o$ a� � —__. -----� �._�, u 36.4', x 112.3 ,,-,�- • _....�___ _ . T_•.._ .. ._-- — - � 7 LLVE OAK • 'i ° . --r 9 LIVE OAK cry I - � a 00 cn >-. 4 t - � ti. 1 .32 AC ES (' _ - - . . 66 q• L1 a,:Iq / �' 24 PINE 1 ; � g 6 d 7 n ' r g• p�' - 1 -f- gr z - �iy r � L _ g• 1 # Lo 3r r x'rwr .. 5 I R OAKJig^:� 4; ___�) 12 PINE 12"PINE 18 WATE ! , W p GRASS PARKING � 9"1 5 LIVE OAK 17 AREA 0. r * W LLJ r yv q�•7 , • • _� �oryp . �a'�g I� o°' -�- °•°g -� 1d• � a• � ga : � °F , �., x rbc+ 1;. 1 g• 11"PINE LIICD 22"PINE p sl 25"PINE F i x V • I; 10"UVF; OAK t' �+ 3"LIVE OAK „ Q + t� 8 LIVE OAK f 26 PINE (I? + d . 1 q"LIVE OAK 16 LIVE OAK g ,op , w moi. y 'Q p ' F � f g' Ara ` S' °� -t �a ;._ ,q• g p, of r', �-NOTES: �' r�Jl.r IS A roParhAPMlc �+uc�v�:Y. 17"LIVE OAK N. }:EiiJIL If`XC RE 'TR1CTi -N IN A < + , f .a S � LINES AS PLAT. E; � _ , t t',.�. -i • �: yy (a BEARINGS F>A` _, ) T F -I c q ,; = -_ F D ( PJ THE a'.- U I IFR- r' RIGHT r I WAY _INE + g f , n IGN/: I �, 6"1 2 LIVE OAK + 1 y+ r..r a '� r OF..:LL /Y ROAD/, AS PER PLAT, AS BEIM SS�''')� r'Q"E. f g oz ao w 20 ,00 u iL �. S 4 �%� a' r' �•. • p }, O F THIS SI,JR I f- Af�E FQR rl. E _WAS aF v 1 � a c M fE BEIIVEFIT � � $ � n. � n c I r RAILROAD SPI N W POLE. -� , [, S_ N RI_ E Cf1 JR`GH KE I WOOD PC)WER 1�Q'_� f+/�ST � �• � ,. ,JIB- MA1f`1 rRE E T •-, -- ,,., h _ter-'" AND 10 SOUTH 4F LEVY ROAD ,"L VATI — I�> r e� ati q ;. I. D I > IN COMPLIANCE NITH '•-THE .MI.NlML1h�':.�E E QN w.24 iN(�V!)j c -, - , WATER - . �`. �� r , , R+,/ SET,F ORTH IN 'CPA : 1 r ' VALVES s� g •rER �1 C1.7` 6 ,. s, �','. ., ,.,, < t��'• 1 g OF HE F c� IDA A�7M{h1f PRAT fQ. L R S fVE CODE '3 , PROJECT i r z. , _ ' , . ...__. -.. r✓ �6 � p Off- - •, - +'I>��{�...,. L�AI•f - - g• �• � , SEC MBAR q _�. D ,�R Y ,�l-1QUIlf'� HE�'_.C1N J-lf�r A{=>.'�„- 1rJ .LIQ :'N �+LOt ) •, •; ..:i�,t• i:kC �.r. ;••�r r : , . ,r �:,: 'T F f N ( E alJ .�I�.E 500--YEAR CLOUD L LA N _ � AS WELL Y Y I; F,• EST 4T ti. 1 S _ T „ R E - E T IPOWERti r 2.5 �a: 5' 'ACAN ,e ;r NHED � c E' E 1 FROM _ - T f M N f� F � � TH I �- � f� A l _C RAT t I F t.: Y. r M P G, - I .. ( NI =�PAr•�� NUMBER._R. � 7. r ,. r E . 1 _�a oa. r� vl� 1 1L1 : i �r NN -V, ,H( `T Af'Rlf;....1 , 19F_iJ . OR [HE LiT r OF a rl_Ar,iT4C E�EA,..r{ FLORIDA, - )• 1]. 5 5 t.sr, a . ,3 - ( 'FLA:` L LC: SURVEY ' .,�,. , •.. BENCHMARK: . t � ,' F;.' SEN M .. � - RAIL:.. ROAD SPIKE, -- •� _ A 1�J'G'EN�ED'..� Rt!E�YrNG { M,... � `, •�,L(f �: �� � •-y )!''''yy I , : ., .:. . �.;, ,.. , p �F'FafMC FLC7f�lL1 r , 9Q�; 241. 85,50 = r ,, •IN-.Powe POLE � 'VALID ` NOT 1 A 1 LIU WTHOUT THE aICNA 1'U.RE. AND ELEVATION 11.08 - c f , Tf'f QF~'f Al . E C!N RA SEC) SEAL + F h FLORIDAn I , N CE SFf_ SUR r` R AMAPPER.' - , - U VI7. 0 AND ,a r,: t i f' r r h X , a/ s_ , - y - , 1. "! Y u• S - "27 1 ) r . L - A` Q e • w?. A 1., b • , : .. :. .. ;, .. : •, .:. . - •h.. F,' -\- 'Y mac: • - - , •: R ,, t r K•.,. ■FSA .. r :. _ ., . ,.. .1•.Y.. r - 7�,I 1ti•7 i .�'w. .:i'y ^! . :k.` r7; tr..'r. *r ,,. ,.. c :, ... .. .. ... - '. ;._ - '.'• a. .�u. .sem— n4.,dP .% .,_� ■�H 5 � �� ■■// r a: .. . . . ., ` ,..v../ '`'� . . •r r ry T + .r a° r P• n 1 tia f Sr 1 at r' t. r'. ,; g •EL g Z, I V z cri a I d p d Q) Lij �. U � w � EXISTING CONCRETE STOOP ...,., Z ___I U vi CN I i I I - REI'lOVE EXISTING DOOR I ' AND FRAME -INFILL REMAINING OPENING GMd I ----REMOVE EXISTING LUINDOW 4 SAuiGUT ESLOG< TO F-OR'' I NEu. OPENING. TRIM OPENING W/ NEW WOOD GA51NG. I I Of- 7 Ir- I I 7 uL 3i -NEW VINY -3 N a- TRANSITION X A STRIP Lu I EXISTING ujNEW Z O ( �I� I j I CONSTRUCTION z ._ 1 _. _ _ _ - -- - - -- f_ - - - - -- - �. _ _ - ( REMOVE EXISTING WINDOW •. I .�� I t INPIi-L EXISTING OPENING �I 1 WI CMU BLOCK i 0 ..RE,"!OVE EX15TfNG CONCRETE , � v v I 517,EwAL-< AND SUBBASE � cr1 I li .I i csl i i I I PAINTcD CONCRETE JL IOC:<� W/ RACED _4CRIZCNTA_ JCINm� TO P"ATC,4 EXISTING I I I MULTI-PURPOSE ROOM I A I i 3 A-z '✓,^.INT. E.Xp05ED GONGRET E BLCCIC _. .. I• I I � I �✓ `�j ( . - /d, G� A?;�,G IN OPERAE3:-r I y { w I irk i Z U 'o d w- Lu Lu Iu U p T_ w ° ywawwz .px¢ t- O U U I EL W q " rac oEn LLo { • ---NEW 3'-O"x7 -0"Tf IN5U ATI:D r4OLLOW I rr- a q cn o 6 o _._ I METAL DOCR IN KOLL W -IE-AL FRANfE � `SLOPE p WITH EXIT D VIGSE (INT , LOCKSET (EX ) r E ❑ N I _ I RSTfRIf�PI G a� ❑ a 0 v� � � AND WEATI i � • I v� ❑ -- cca EXISTING ' 5OD ALL GONSTRUGTION O x w xn w 5 S 51OEWALK NEIL r." GONCRE�E U. r a I_'a m a DISTURBE=D AREAS 51DEWALICG SLOE _ ''1Ax. 1:2C'� I • v ONGR ETEI /� _._.._.._.��...._._.. t STOOP I PROJECT NO. 3._4„ 5'-4' I T-3 _4, I d -a" 01-11 .-�_.__._.__.-_� ..._--•----;�----._____�...._.._�.____ ..__. �c. fi _—_-_� ISSUE DATE 30,-01, REVISIONS FLOOR PLAN 2 SCALE I/4" I'-0" DRAWN BY:, CGWA y SLOPE GRADE HECKEDBYE \% W AWA r FROM ` BUILDING TYPICAL 1 OEM �I 01-II-SONRISE CHURCH-AI-(8071/2001) , w z z I � � ._- 1 ! I NEW ASPHALT _I L5 SHINGL*Es Lu NEW FASCIA TO ALIGN W/ E)<I5TINCG FASCIA-FIELD VERIFY �-- EL +9'-0" CFfELP VERIFY) BOTTOM OF FA5GIA ' L +6 IT WINDOW HEAD NEW 1/4" GLAZING IN OPERABLE � ALUMINUM FRA1"}ES cr— WINDOW SILL Lu CONCRETE E3LOGIC W/ RAILED .'' HORIZONTAL JOINTS TO I'-1AT00 STfNCx-P I AINT Lu EX 29 EL +0'-0" w FIN15H FLOOR SOUTH ELEVATION- _ ux A-2 SCALE 1/4" = 1'-0" — NEW ROOF TO ALIGN W/ EXISTING ROOF RIDGE-FIELD VERIFY I . --PROVIDE NEW SLOPE -__—._ _____ ___ REMOVE EXISTING SHINGLES. TO ALIGN NEW RIDGE INSTALL NEW ASPHALT WITH EXISTING RIDGE SHINGLES ON EXISTING ROOF W/ NEW A5PHAL.T SHINGLES , �y L j i _1-1._II.L .`_I ....1 -1 {� i_ ! '_ 1, _ �. ly_ .. .. - i , I.i'. •.,.i ..} . ,..._L, -- .. I L ..�-, ,�_C 1 I• I Iii + I I I 1..��I j I I I I I, 1 .. ! - I L i I I I I I -'' �,I 1 ' , .., ,.i - 1 -, - I~ r_f� I ,} I ' I I• iI i�� � ' I I I ' I` I i la�Y� 1 r � ' cn � a I I 1 I I � � ' � I ,. ._. � Y'_- , . .i ' _ .. I� . �_.. i' I I~ I � _' - - _- I I1 ,■�y�yr1 SEE -SOUTH ELEVATION LL FOR TYPICAL NOTES > LU LLJ EAST ELEVATION UJ A"2 SCALE 1/4" 1'-01' . I rn � H- U U o 4 H LU w I I i 1 �I ' O � m I z �� � w � ..._1 I L._1.-. ! 1 . . �_L i { 0 � A a a } i>- Li a-• Ii• Lit I " ; i I { (.u-._I.1___1.4 -1_��t-- . 1--4 - l 1- ,��--I1. ,_.� �_r., �. �_�_ ;�_(., ;r -. > . - i I I I I I � 1 � ,��. aW I I I CL ��_ 1�-Li-1�..._I L L_ i_I � ' I l-; i ' � v a o I. {.1 -i - -� w Q U i� I I I _} - ; �,Q adzLoL Zoo �— PAfNT T{-{f5 ENTIRE FACEcr LL r a3 w U Q (7 F o o to TO MATCH NEW CONSTRUCTION >_ 0 4 (L a � a LLJ SEE SOUTH ELEVATION _. _�__� - _____ .w-� -��� REMOVE EXISTING DOOR FOR TYPICAL. NOTES _ _ .w_ _�__ _. AND FRAME —INFILL EXISTING CMU OPENING WITH CMU PROJECT NO, _ 41-11 ISSUE DATE 7 REMOVE EXISTING C�ONGRETE REVISIONS _ STOOD' 1 NORTH ELEVATION DRAWN BY; A�2 SCALE 1/4" I'-0" GWA CHECKED BY: A ' 2 01-II-5ONR15E CHURCi-i-A2--(81/2001) LX z ASPHALT SHINGLE ROOF ON Ib" ASPHALT SATURATED FELTSCD ON,PL rWOOD SHEATHING PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. BLANKET INSULATION R-19 " _. Lu 2x WOOD BL.00ICING criI P.T. 2.x4 WOOD LEDGER `d 2x4 WOOD LOOKOUTS a 24" O.C. - a: J., EL +10'-m" / ( f ^l-- t 'i ) l`r 1 EL +10'-0n TRUSS BEARING 11 - z TRUSS 5EARINGui (FIELD VERIFY TO ALIGN (FIELD VERIFY TO ' W/ EXISTING FASCIA - ; 5/8" GW13 FASTENED ALIGN Wt EXISTING AND SOFFITS) TO PREENGINEERED FASCIA AND SOFFITS) ! CONT. METAL DRIP WOOD TRU55ES i �+ _ EX15TINe CC ' BUILDING ' EL +8 • • w rr m 2WODp DR F.-PAINTPRECAST CONCRETE CEILING LEGENDeu NEW 5 '0�i LINTEL CONSTRUCTION CONT. FASCIA FROM - -6 P.T. 1x8 OVER P.T. 2 x8 WOOD { TOP OF WINDOW HEAD1 $UB FASCIA ON WOOD BLOCKING I I I 2'x 4' SURFACE MOUNTED u MATCH EXISTING- FIELD VERIFY-PAINT I '- -� =LUORESGENT LIGHT FIXTURE �• VINYL SOFFIT x 1 1/4" GLAZING IN OPERABLE RETUF!N AIR GRILLE 1 vi ALUMINUM FRAMES J� I _...9 TOP TWO COURSE- `� BOTTOM LINTEL BLOGKS j SEE ADJACENT SECTION W/ REINFORCEMENT j FOR TYPICAL NOTES ,Q _ REGARDING THIS SECTION I ' SUPPLY AIR GRILLE ' S BRICK RowLocK SILL-PAINT REFLECTED CEILING NOTES: 1. GYPSUM WALLBOARD CEILINGS TO BE 5/8 GYPSUM BGARD cn CONCRETE BLOCK I I ATTACHED DIRECTLY TO WOOD TRUSSES. •� W/'RAKED HORIZONTAL JOINTS --- 518" G + PSuM LUALLE30ARD-PAINT TYPICAL ALL CEILINGS UNLE55 OTHERWISE NOTED. TOMATCH EXISTING PAINT I I/2" RIGID INSULATION EL +3'-4 QQ:G i. E50TTOM OF WINDOW SILLuj 7 --I 5/8" METAL STUD" - I�" O.G, old '4" WOOD BASE FASTENED I � TO -PLYWOOD F3AGKING .I ' �(• j �_--JUNCTION BOX 61/ ( COVER PLATE FOR Z 0 4" CONCRETE SLAB ON 4 FUTURE LIGHT Ly VAPOR BARRIER ON I INSTALLATION � � _j COMPACTED TREATED Q... - FILL EL +0'-0" FINI$H FLOOR - y a FIN194-1 FLOOR , i •• GRADE - q • �. . �. uj CONCRETE FOOTING u " a c 77 z f,r 0 LLJ 0 WALL SECTION ,= 1NALL SETI�Iv REILT' CILINPLAN- .Lu� A-3 SCALE 3/4" .. 1'-0" �_3SCALE 3/4" = 1'-0" 5GAL E 1/4 = 1'-0" 112" GW5 ON 1 5/8" 4 METAL STUDS fg, 16" O.G. U a w 11/2" RIGID INSULATION ~ v n (6 ,z 3 w , 'Amm3 I µ D D T � w ' "5 VERT. IN FILLED �`,ti`,; � ,� � ° > i o � � � CELL MAX •4'-0" O.G. `, `•, `..\� �, a: o W % `. w N U ui ur " LL Lu Z X, LL \\ v � xOOO Ln PROJECT NO. ISSUEDATE TIT 01 11 REVISIONS NEW S" CMU E3LOGK GALVANIZED METAL MASONRY TIE$ AT DRAWN BY: 1 CHECKED BY: I� O.C. VERTICALLY QWA EXISTING BUILDING WALL WALL DETAIL Ari SCALE 3" I.-O,, 01-II-5ONRI5E CHURCH-A3- (8/21/2001) J. Under pavements and walkways, place subbase coursematerial on prepared suberade:s arcs compact at optir,.rr moisture content to E. Tool exposed ,Joints to match existing � Z SECTION 02222 - SELECTIVE DEMOLITION required grades, Ilne b, croas-sectlons, and thicknesses. F. Keep cavities clean of mortar droppings andl other materials during construction. Strike points Facing cavities Flush. PART I -• GENERAL I.1 SECTION REQUIREMENTS 1L Under blakab-an-grade, place drainage fill on prepared subgrade and compact to required cross- sectiQr c.nd thicivreaB. UJI L. Allow testing a envy to Inspect and test each aubgrede and each Fill or backFill layer and verlFy compliance with requirements. 3.2 LINTELS � � A. Unless otherwise indicated, demolished materials become Contractor's property. g B. Comply with EPA regulations and disposal regulations or authorities having Jurisdiction. M. Remove surplus satlsFactory Boil and waste material, lncludin unaatisFactor boll, trabri, and debris, and Terga' y c7ispoBe of it oFF A. Masonry lintels where Shown. Precast Ilntels maades From concrete matching GPncrete masonry units (n color, texture, and GompresBfve Oct.c g y strength and with reinforcement bars indicated oar required to support loads indicated. G. Conduct deSmolition without disrupting Owner's occupation of the building. Owner's property. 'LU� ._.I E3. Minimum bearing of 8 inches (200 mm) at eacH iamb, unless otherwise indicated. CLPART 2 PRODUCTS (Not Applicable) END OF SECTION 02300 SECTION OS900 CAST-iN-PLACE CONCRETE h� jamb, unless otherwise indicated. G. Minimum bearing or 8 inches (200 mm) at eaCCn PART 3 EXECUTION ® �' 3.1 DEMOLITION PART 1 - GENERAL 33 FLASHING AND WEEP HOLES 0 Z A. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass cconne�ctfona Ll SECTION REQUIREMENTS A. Install embedded Flaehing and Weep holes 1n masonry at shelf angles, lintels, ledges, other obstructions to the downward Flaw of to other parts of the bufldfng. A. comply wlth'ASTM G 94: ACI 301, "5peciFlcatIons For Structural Concrete For Buildings ': ACI 318, "Bulloino Code RequlremGnts water In the wall, and whero indicated. OFF utility servlceaa to be demolished, For Structural Concrete-": and GR51's "Manual of Standard Practice." v (3. Locate, identify, shut OFF, diaGonnesct, and cap y 5. Place through-wall flashing on sloping bed coF mortar and cover with mortar. Seal penatrattons In Flashing before covering with W 5. Fngage a qualiFled independent testing agency to design concrete mixes. C. Employ a certified, 1{cen5no exterminator to treat building and to control rodents and vermin. mortar. " d ri to prevent Injury to people and damage to adjacent bulidfncgrs and 1. Extend flashing 4 inches (100 mm) into masorrry at each end and turn up 2 inches (50 mm) to Form a pan. 4 � D. Ganduct demolition operations and remove eb s p ,J y p p 9 FART 2 - PRODUCTS . sitews Improvements. cin or structural support to reserve bu(ldin stabi(It and prevent movement, settlement, 2.1 MATERIALS G. Trim wicking material used In weep holes Flush with outside Fare of wall after mortar has Bet. E. Provide and maintain shoring, bra g, pp p g y Cn or collapse. A. DeFormed Reinforcing Bars: ASTM A 615, Grade 60. F. g rotect building structure or interior From weather and water leakage and damage. 5. Welded 5teael Wire Fabric: ASTM A 185, Flat sheets, not rolls. P � 3.4 FIELD QUALITY CONTROL Uj G. Protect remaining walls, callings, Floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect G. Portland Gement: ASTM G 150, Type I.Q. Fly Ash; A5TM C 616, Types F. ' F rema{ning Furniture, furn{shinga, and equipment. E. A Bre steer ASTM C 33, Glass 45. A. Owner will engage a qualified independent nesting agency to perform the Following tests far each 5000 sq, ft. (46PJ Bq. m) OF N. Promptly patch and repair holes and damaged surfaces of bulldirt caused b demolition. Restore= e=x os,90 Finishes g 9 wail area or pardon tl�ereoF. g y fa F. Fiber Re3►nForcemant: ASTM C 1116, Type III, engineered polypropylene Fibers. � OF patched areas and extend Finish restoration into remaining adjoining construction.. G. Air-Entralrlin Admixture. A5TM G 260. g I. Mortar Properties: ASTM G 210. I. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. H. ClgemIC41 Admixtures: ASTM C 494. 2. Mortar GompoBition and Properties: ASTM G -180. I. Water Stops: Fiat dumbbell or enter-bulb type, of either rubber GRD G 513 or PVC GRD G 512. 3. Grout: ASTM G 1019. J. Vapor Retarder: Clear S-mll- thick polyethylene. END OF SECTION 02222 , 3.5 PARGING j � C4SECTION 02381 - TERMTE CONTROL. 2.2 MIXES , BART I - GENERAL � A. Proportion normal-weight concrete mixes to provide the Following properties: A. Parse prsdampened masonry walla, where Indicated, with Type S or Type mortar applied in 2 unlFarm coats with a steel-trowel Finish. Form a wash at top of parging and a calve at bottom. Damp cure parsing For at least 24 hours. 1.1 SECTION REQUIREMENTS 1. Compressive Strength: 3000 psi at 213 days. A. 6ubmit Product Data. 2. Slump L.Imit. 4 Inches at point or placement. B. Engage a licensed proresalonal pest control operator to apply termite control solutlon. 3. Water-Cement Ratio. 050 maximum at point of placement. 3.6 GLEANING G. Use only termitfcides that boar a federal registration number of the u.5. EPA. 4. Air Content; 5.5 to 1.0 percent For concrete exposed to Freezing and thawing, 2 to 4 percent else:wrurc. A. Glean stone masonry veneer as work progresses. Remove mortar Fina and smears beForo tooling ,joints. PART 2 - PRODUCTS PART 3 - EXECUTION 13. Final GleanMg: After mortar to, thoroughly east and cured, remove lame mortar particles and scrub unit masonry. ' X3.1 CONCRETING , 2.1 TERt 11TIGIpI�S 1. Wet well sur Faces with water, apply cleaner, tthen remove cleaner by rinsing thoroughly with clear water. A. At the contractors option, provide a working solution of Chlorgpyrtfoa, Permethrin or Gypermetl-vine or Fenvalareite or A. Construct Formwork and maintain tolerances and surfaces Irregularities within ACI 111 limits of Glass A for ccrcrete expaBea to view and Glass G for other concrete aur Faces. Isofenphose in concentrations recommended by manufacturer. 8. set water etopd where Indicated to ensure ,joint watertlghtnesb. END OF SEGTION.04810 G. Place vapor retarder on prepared aubgracleB, with joints lapped 6 Inches (150 ^nrr) aro Bodied. PART•3 - EXECUTION D. Accurately p pp oBltlOn, support, and .secure reinforcement.ment. Li 3.1 INSTALLATION E. Inatall construction, Isolation, and control ,joints_ SECTION 08182 METAL-PLATE-CONNECTED WOOD TRUSSES A. Prepare surfaces and apply treatment at rates and concentrations recommended in manufacturer's written Instructions. F. Place concrete In a continuous operation and conenlldate using mechanical vibrating esquipmert. G. Protect concretes from physical damage or reduced strength due to weather extremes during mixing, placing, aid curing. 5. Apply termite control to the Following: plumbing trenches and areas exposed to the Fill (port-concretes slab areas.) H. Formed Surface Finish: smooth-Formed finish for concrete exposed to view, coated, or covered be y watrprooFing or at(-,Cr PART 1 - GENERAL LU direct•-applled material: rough-formeci Finish elsewhere. 0 LL G. Post sl ns In ureas ora application warning workers that soil termittcide treatment has been applies, remove signs when areas I UnFormed Slab Finishe.e: Scratch finish for aurfacas to receive mortar aettfn beds. Moat Finfsh sur Faces For Interior steps g pp 9 I.I RELATED DOCUMENTS are covered by other construction. and ramps and surracea to receive waterproofing, roofing, or other direct-applied material. Troweled Finish For floor , soil termiticida treatment solution to areas disturbed by subsequent excavation or other construction atcttvitla8 ! sur Faces and Floors to reGetves floor coveringa, paint, or otter thin Film-finlah coatings. Trowel and rine broom Finish For A. Drawings and general provisions of the Corntract, Including General and Supplementary Conditfons and Dfvlsfon f SpeclF(catfon D, Reapply �. following applicatlan. surracea to receive thin- set tile. Nonslip broom Flniah to exterior concrete pla'_Forms, estops, and ramps. Retain Finishes sections, apply to this Sectlan, required, revising locations as necessary. ENP OF SECTION 02361 J. 3egln curing unformed concrete aFter f Inlahin . Keep concrete continuously rroibt For at feast - days. 1.2 SUMMARY SECTION 02300 - EARTHWORK fC Owner may engage a testing agency to perform tests and to submft test rept rts. t surface defects In concrete. A. This Section Includes the Following: L. Protect concrete From damages. Repair a c U - I. Triangular-•pitched roof truaBes. PART I - GENERAL . END OF SECTION 03300 2. Girder trusses. 3. Truas acce 5eorle:s. Uj 1.1 SECTiON REQUIREMENTS• SECTION 44910 - UNIT MASONRY ASSEMBLIES (LE3. Related Sections: The Following Sections crequire" ontain requirnta that relate to this Section: A. Unauthorized excavation consists of removing materials beyond indicated suberads elevatlonB or dimensions wits-tout direction by do and remedial work shall be at Contractor's expense. PART I - GENERAL 1. Division 5 Section "Metal Fabrications" for rough r•,ardware anchoring trusses to concrete or masonry structures. Z Architect. Unauthorized excava n 2. Division 6 section "Rough Carpentry" for hoof and Floor sheathing or structural-use panels and dimension lumber for v Facilities occupied b Owner, Provide~ temporary utility services. supplementary Framing and permanent bracing. E3. Do not interrupt axist(nc� utilities, ser fns p y p p PART 2 - PRQDUCT6 ^'1 1.3 DEFINITIONS ' PART 2 _ PROC.7UGTS 2.1 MASONRY UNITS ' A. Metal-plate-connected wood trusses InGlu�de planar structural units Gonalsting or metal-plate-connected me:mbera Fabricated from A. Concrete MAsonry Units: ASTM G 90 Weight Clasalflcatlon, Normal Weight dimension lumber and cut and assembled berorre delivery to Project site. 2.1 MATERIALS Type II, nonmolstura-controlled units A. Satlafactory Sail: ASTM D 2481 sail classification groups GW, GP, GM, SW, SP, and SMf Free at rack or gravel lairge:r than 2 inches I Special ahaeB For Ilntais, cornare, ,Jambs, sash, control ,jolnts, and other special conditions. 1.4 PERFORMANCE REQUIREMENTS (50 mm) in any dimension, debris, waste, Frozen 'materlala, vegetation, or other deleterious matter. p 2. Square-edged units for outside corners, unless otherwise Indicated. B. Unsatisractory Soil: ASTM D 2451 sol) classification groups GC, 5G, ML, MH, GL., CH, OI_, OH, and PT. A. Structural Performance: Engineer, fabricatee, and erect meatal-plate-connected wood truaBes. to wfthatand desfgn loads wlthln� limits 2.2 MORTAR AND C-a•RQUT MATERIAL-5 and under conditions required. G, BackFill and Fill. Satisfactory soil materials. 5 I. Design Loads: AB Indicated. D. Subbase: Naturally or artificially graded mixture of natural or Crushed gravel, cruahed stone, A. Mortar: ASTM G 2�0, Proportion esclFicatlon and natural or crushed sand, ASTM D p p 2. Deslgn trusses to withstand dasign loads iwithout derlsctfons greater than the Following: 2940, with at least 95 percent passing a 1-112-Inch (38-mm) slave and not more than 5 percent passing a No. 200 (00"15-mm) Bleuvo. : 1, Masonry Cement; A.S.T.M. C91 2. Do not use calcium chloride in mortar. a. Roof Trusses: Vertical deflection or 1/240 or span due to total load. v LU E. k3essddin : Subbase materials with 100 percent passing a I-inch (25-mm) slave and not more than 8 percent pasaing a No. 200 3. For maaonry below grades, In contact with earth, reinForced masonry, and where Indicated, use Types S. U � � � ' � 9 4, For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls B. Engineering Responsibility: Engage: a Fabarlcator who uses a qualified profeaslonal enginear to prepare Calculations, Shop w (0.0-15-mm) Bleve. ~ ~ w cn I Drawn s, and other structural data For metal-)plate-connected woad trusses. .c� Z I— � °r t F. Drainage Fill-. Wa$hed, ��esnly railed mixture of crushed stone, or crushed or uncrushed gravel, AS-M D 448, 5Ize 51, with 100 and for other applications where another type Is not indicated, use Type N, g v `�W v 0 0 o en g 9 more n 5 percent passing a No, a (236-mm) aleve. �+ Q U1-- O � "" O� percent passing a i-1/2-Inch 138-mm) sieve and not mor the pe p g B. Agraggate for Mortar: ASTM C 144ir except For joints leas than I/4 inch (65mm), use aggragatc graded with 100 percent passing the No. 16 (I.1$mm) sieve. 1.5 SUE3MITTAL5 � a � � o � � cn m N A th FART 3 - EXECUTIONC,: Ready-Mixed Mortar: Gementltlous materials, water and aggregate complying with requirements A. General: Submit each item in thle Article atccording to the Condltfona of the Contract and Division I SKae:cificatfon Sections. w-' 0 w a w z apeclFled In thla Article± combined with set,-controlling admixtures to produce a re:aoy-mixed d e mortar,Com I In with ASTM G IId2. 13. Product Data for lumber, metal-plate cont-nectars, metal Framing connectora, bolta, and fabteners. � � w � 0 a � p py g1 00 3.1 EARTHWORK P. Water: Potable G. Shop Drawings detailing location, pitch, span, camber, conFlguratton, and spacing for eachtype of trues required# species, sizes, a z A. Protect aubgrades and foundation salla From aortening and damage by water, freezing temperatures, or frost. and stress grades of lumber to be usedt spliice details' type, size, material, rinlsh, desfgn values, and orientation and location of II eLE n M �' metal connector lateay and bearin details. N ® J0 0, w 23 JOINT REINFORGE1`1ENT, TIE6, AND .ANCHORS p g ' C B. Explosives: Do not use explosives, Explosives will be permlttecl. N U I. To the extent trues design conslderatipns are Indicated as fabricators reaponalbility, include structural analysis data signed and C� . o in G. Excavate to sub rade eslevatlona regardless of .character of materials and" abstructlons encountered. A. Provide ,.)obit resinrorcement Formed From galvanized carboy-steel wire, sealed by the qualfffed proreaBlonal engfncepr responsible For their paper tion. > a a f o a `!t g ASTM A 153, cissa 5-2, for a:xtesr(or walls 2. Include truss Shop Drawings afgnad and asealed by then qualified professional engineer responsible For their preparation. 0 � � n �' � W � Uar"rcn. D. Excavate For btructure:a, building slabs, pavements, and walkways. Trlm suberades to required Ilnes and grades. ' I. Wire Diameter For gide Rods: 0.1483 inch (3.8 mm) D, Product ee3rtifteataa signed by.orFicar off truss Fabricating Firm certifying that metal-plate-connected woos trusses supplied for E. Utility Trenches: Excavate; trencheaa to indicated slopes, lines, depths, and invert eslevatlons. Maintain 12 Inci^�s (300 mm) of working 2. Wire Diameter for Croas Roda: 0.1453 inch (3.8 mm) Project comply with specified re9qulrementb a nil Shop Drawings. clearance on each side ofe or conduit.f 3. For singles-wythe'maaonry, provide truss design. p p E. Material test reports from a qualified lndc!ependent testing agency indicating and Interpreting test results relative to compliance PROJECT, NO, I. Places, compact, and shape bedding course to provide continuous support for pipes and Conduits over rockand other unyltsidine of Fire-retardant-treated wood products Wltth requirements indicated. Q1-11 bearing Burfacess.and to Fill unauthorized excavations. PART 3 - EXECUTION a material or subbase material, Frere of articles larger than i Inch'(25 mm), to a ISSUE',DATE 2, Place and compact initial backfill of satibfae:tory sail p g F. Material cert(FfGates for dimension lumber �speclFted to comply with minimum allowable unit atressas. Indicate species and grade ` het. Place c a (nche�a (300 mm) over the utility plias or conCiult: Place and compact final backfill of satfaractory soil material to Final selected for each use and design values aplproved by the American Lumber Standards Committee (ALSO) Board of Review. REVISIONS : . 3.1 INSTALLATION, GENERAL* subgrade. � 1. Metal-plate connectors. F. Plow strip or break up eloped surfaces stesJoer .than I vertical to 4 horizontal to receive fill. A. Gut masonry units with motor-driven saws. Install cut units with cut surfaces and, where possible, cut edgers concealed. 2. Metal Framing connectors. Fill has a desnslt legs than that res ulred For fill, break up ground surface, B. Matching Existing Masonry; Match coursing, bonding, color, and texture of existing masonry. a DRAWN 8Y G. U,hen subgrada or existing ground surfaces to recalve l a y q oWA pulverize, molsture:-cond(tlon or aerate soil, and recompact. 1.6 QUALITY A55URANCE CHECKED UY• . . G. Stopping and. Resuming Work: '.In each course, rack,back units, do not tooth ' I In a errs not more than 8 inches (200 mm) in lamas depth at o timurn molature content. Coimpect each layer A, Installer Qual(Ffcatfona: Engage an exp er'le�rtced installer who has completed wood truss installation similar in material, daa(gn,-and H. Placer backfill and Fill I y p p under Btructurea, bullding slabs, pavements, and walkways, to 95 percent of maximum Cary de;naity according to ASTM D 15511 elaewhere D. Fill cores In hollow concrete masonry units with grout 24 InChe3B (600 mm) under bearing plates, beams, lintels, posts, and similar items, extant to that indicated for this Project and with a retard of successful In-service performance. to 90 percent. unless otherwise Indicated. B, Fabr(cator'e. auallf{cationa: Engage a firtm that complies with the following requirements for quality control and is perlenced-lrl I. Grade areas to a smooth surface to Chas's--sections, lines, and elevations Indicated. Grads lawns, walkways; and unpaved subgrades .• • . Fabricating metal-plata-platewood tru;ssas similar to those indicated for this Project and with a record of su c sY to tolerances of plus or minus I-I/4 Inch (32 mm) and pa9ve:ments and areas within building lines to plus or minus 1/2. lnch (13 mm). in-service performance: L/ 600 01-11-BONRISE U)ORSHIP CENTER-SPEGna - 1. Fabricator participates in a reaogn)zed quallty-assurance program that involves Inspection by SPIE- Timber Products Inspection, 2.5 METAL, FRAMING ANCHORS SECTION 07311 ASPHALT SHINGLES , Z Inc. Truss Plate Institute (TPI) or other independent tnepectine and testing agency acceptable to Architect and authorities having jurisdiction, A. General: Provide metal framing anchors of structural capacity, type, 51ze, metal, and Finf5h Irdlcateo teat comply with requirements ... epecifled, including the following: PART I - GENERAL Z G_ Gcmply with applicable requirements and recommendations of the following publications: • I. Research or Evaluation Reports: Provide products For which model code research or evaluation reports exist that are I. AN51/TPI 1, "National Design Standard for Metal-Plats-Connected Wood Truss Construction." acceptable to authorltlas having jurisdiction and that evidence compliance of metal Framing anchors For application Indicated with V, bulldln code in effect For this Pro ect. 1.1 SECTION REQUIREMENTS 2. TPI NIB "Commentary andRecvmmendatione for Handling instslltng� 4 Bracing Metal Plates Connected Wood Tiruases." g J .Q .� 3. TPI DSE3 "Recommended Design SpeclFlcatlon,For Temporary Bracing of Metal Plata Connected Wood Trusties. 2. Allowable Design• Loads: Provide producte with allowable design loads, as puoll5hed by maruFacturer, that meet or exceed A. Submit Product Data and Sam lee- o tho5e Indicated. Manufacturer's published values shall be determined From empirical data or by rational ereineerinca analysis; and F' J D. Metal-Plate Connector Manufacturer's QualIFications: A manuFacturer• that Is a member of TPI and that compl'Ie5 with TPI demonstrated by comprehensive testing performed by a qualified independert testing agency. quality-cantraf procedures For manufacture or connector plates published in ANSiRPI I, B. Identify each bundle OF shingles with ap:�proprlatea markings of UL. or another testing and inspecting agency acceptable to authorltfes LU fL B. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653, G60 (ASTi� A 653M, 2180) coating having jurl5diction. ....,. E. 51rela-Sourcee Responsibility for Connector Plates: Provide metal connector plates From one source and biy a single desfgnationi structural, commercial, or lack-Forming quality, as standard with manufacturer for type of ancror inaicated- o manufacturer. , PART 2 - PRODUCTS i F, Wood Structural Deslgn Standard: Comply with applicable reacluiremesnta of AFPA'6 "National Design Specification for Wood 2ro MISCELLANEOUS MATERIALS Z Construction" and Its "Supplement." rn A. Galvanizing Repair Paint: SSFG-Paint 20 or DOD-P-21035, with dry Film contalnire a minimum of 9-+ percent zinc oust b, weight. 2.1 ASPHALT SHINGLES a G• raingla-Source Enginearfng Responsibility: Provide truo6as engineered by metal-plate connector manufacturer to support superimposed dead and live loade Indicated, with deslgn approved and certified by a qualified professional engineer. Equal to: Owens Corning "Supreme 30" three tab asphalt mingles with Fiberglass matcore. 2.7 FABRICATION W o -1. Professional Erie lneerQua IIFloat loris: A professional eriglneer who is Iesgally authorized to practice in the jurisdiction wnsre 22 AGGESSORIES Project is located arol who. is experienced In pravlding 'engincoring services of the kind Indicated that have +resulted In In8talline A_ Cut truss members to accurate lengths, angles, and slzes to produce close-Attire jofnts. metal-plate-connected wood trusses simllar to these Indicated For this Project and with a record of 5ucceasful in-service A. Underly meat: Felt, ASTM D 226 or ASTFM D 48fo9, T I or Glass felt, 45Th^ D 2178, T IV performance. 5. Fabricate metal connector plater, to size, configuration, thir-Kne55, and arcnorage- detalis requfrco to w!tr.stand a65 er caoircas y ype ype � For types of point deslgn5 Indlcated. B. Sheet metal products Fabricated From aluminum, ASTM E 209 (ASTM B 209M), alloy 3003 H14 with white Factory applied coating t'" C° G. Aeaemble truas members in desl n confl uration Indicated usln I s or other means to ensure uniFormit and accurac of as5ermal 1.7 DELIVERY, aTORACxE, AND HANDLING g 9 9 j g y y y I. '-fetal Drip Edge: Crake-Formed sheett metal with at least a 2-Inch (50-mm) roof deck Flange and a 1-1/2-Inch (38-mm) Fascia Flanges cn with joints closely Fitted to comply with tolerances of AN51/TP'I I. Position members to produce de5igrn camber indicated. with a 318-inch (9ro-mm) drip at lower edgee. Furnish in lengths or 8 or 10 Feet (25 or 3 m. LU _ A, Handle and store trusosa with care and comply with m4rnuf4ptursr's written Instructions and TPI recommandatlo�ns to avoid damageI' 2. Metal Flashlre: Jab-cut to sizes and cconFiguratiors required. W and lateral bending. 1. Fabrlcai,es wood trusaes within manufacturing tolerances of ANSI/TPI 1. 3. Open-Valley Metal Fla5hfne: PreFormecd, fnverted•-V profile at center of valley and extending at least 9 inches (230 mm) in each m direction from centerlfre OF valley. 3. Inspect truseea showing discoloration, corrosion, or other :evidence of cleterforation, Discard and replace trusses that are D. Connect truss mempere, by metal connector plates located and 5ecurely embecaaeo simultaneously !ntd oatr sides of wood � members lo air or in draullc press.damaged,or deFective.' � y y p G. Asphalt Plastic Gement: ASTM D 458(b . D. Nails: Aluminum or hat-dip galvanized steel conventional roofing nalis of sufficient length to penetrate 3/4 inch 09 mm) into solid 1,5,6EQUENCiNG`AND SCHEDULING PART 3 - EXECUTION decking or at least 1/8 inch (3 mm) throughi plywood shsatMng. _J Vi A. Time dellvery,and eractlon of truseas to avoid extended on-site storage and to avoid delaying progress of other trades whose trark must Fallow erection-of trua5e5_ 3.1 INSTALLATION j-ART 3 - EXECUTION A. Do not install wood trueaea until supporting construction i6 In place and 15 orated and 5ecureca. PART 2 - PRODUCTS 3.1 INSTALLATION ' E3. 5csFora Installing, splice trusses delivered to Project 51te in more than one plece. 2.1-MANUFACTURERS G. Heist trusses• in place by lifting equipment 6ulted to sizes and types of trusse:e required, exercisiro care not to damage tru5s A. Comply with instruction in ARMA'5 "Resllderntial Asphalt Roofing Manual" or NRGA's "The NRGA Steep Roofing Manual." members or joints by out-of-plane bending or other causesa. A Available Manufacturers: Subject to compliance with reequ►rements, manufacturers offering products that mai be Incorporated Into E3. Apply waterproof underlayment at eavre5 and fn place of Felt underlayment at valleys. Cover deck from eaves to at least 24 inches „ the Work Include, but are 'not limited to, the following: D. Install and brace tru56es5 according to recommendations of TPI and as indicates. (600 mm) Inside exterior wall line. 5. Manufacturers: E. Install trusses plumb, square, and true to line and securely Fasten to supporting cori5tructior•. C, install valleys complying with ARMA and NRGA instructions, Construct woven and closed-cut valleys, I.,Me+tal Connector Plates: F. Space, ad est, and all n trusses in location before permanently fastenino and an follows: D. Install metal Flashing and trim according to details and instructions of NRGA's "The NRGA Steep RoaFin Manual": Section "Asphalt p 1 g p y .. 9 g p g p' a. Alpine En sneered Products; Inc. RooFins," and ARMA's "Residential A5pnalt Roofing Manual." I. Truss Spacing: Ar, Indicated. � + � b.•Computrue, Inc, E. install asphalt shingles with a .jeather-exparur& pattern of 1/2 shingle offset at succeeding course, tt_� e c. Mitek Industries, Inc. G. Anchor truaae�a securely at all bearing points using metal Framing anchors, instali Fasteners trrougr each Fa5tersr hale In metal �- d. Robbins Manufacturing Company. Framing anchor according to manufacturer's fastening schedules and written irstructlons. END OF SECTION @7311 0. Tee-Lok Corporation. _ F. Truswal SysteemS .Gorparatlan. H. Securely connect each truss ply required For Forming built-up girder trusses. UJ 2r Metal Framing Anchore: I. Anchor trusses to girder trusses as Indicated. SECTION 07920 - JOINT SEALANTS LL a. Cleveland $tee) 5p4:gclalty Co, I. Inrtall and fasten permanernt bracing during truss erection and before caratructfon ioade are applieo, Ancrior ends cf permanent PART 1 - GENERAL b. Marlen Metal Products; Inc. bracing where terminating at walls or beams. PART 2 - PRODUCT5 Z c. Silver Metal Products, Inc. d. aimpsorn Strang-Tia Company, Inc.. J. Install wood trusses within installation tolerances of ANSI/TPI 1. 2.1 JOINT SEALANTS "' < Do not cut or removes truss members. A. Compatibilit Provide joint sealants, joint Fillers, and other related materials that are compatible with one anotl^er and with e. Svutnea6tern Metals Manufacturing Co., Inc. joint substrates under service and appllcatlor condltiors. F. United Steel Products. Co. L. Return woad trusses that are damaead or do not meet requirements to fabricator and replace with tru55e5 that do meet ..�... PART 3 - EXECUTION U requlrements. ... 3.1 INSTALLATION 22 DIMENSION LUMBER 1• Do not alter trusses In the Field. • � A. Comply with ASTM G 1193. A Lumber 5tandarda; Comply with DOC P5 20, "Amerlcan'$ortwoocl Lumber Standard," aeld with applicable grading rules or B. Comply with ASTM G 919 For use of joint sealarts in acoustical applications.. UJ e , � Inspection aeencles certified by AL5C'6 f5card of Revlew, 3.2 REPAIRS AND PROTECTION END OF SECTION 07920 �.d 5. Inspection Agencies: Inspection agencies; and the abbreviations used to reference them, Include the Following: A. Repair damaged galvanized coatings on expoaed surfaces with galvarized repair paint accaroira to ASTM A 7P0 arca UJI manufacturesr'o written instructions. w I. NELMA - Northeastern Lumber Manufacturers Associatfon. SECTION 0€3110 STEEL DOORS AND FRAMES 2. N!GA - National Lumber Grades Authority (Canadian). PART I - GENERAL 3. SPI13 - Southern Pine In5pectlon Bureau. END OF SECTION 0fa197 4. W'CLIE3 r West Coast Lumber Inspection. Bureau: i.f SECTION REQUfREMENTS 5. U,•WPA - Western Wood Products Association. A. Comply with ANSI/SDI 100. C:Grade Stamps: Provide lumber with each piece Factory.marked with grada,stamp of Inepection aeoncy ev.lidencf,ng compliance with grading rule requirements and id.entif&e grading agency, grade, species, molaturs content at time of surPacine, and mill. SECTION07210 BUIL.DINQ INSULATION PART 2 - PRODUCTS D. Provide dressed lurpk-pe9r; 846, manufactured to actual sizes required by DOC PS 20 for moisture contont slpecifled, to comply with 2.1 MATERIALS requirements Indirated below: ' PART I - GENERAL A. Cold-Rolled Steel Sheets: ASTM A 3466, commercial quality. 1. Provide Cary lumber with 19 percent maximum moisture content at time of tdreessing. , 2.2 STEEL DOORS AND FRAMES 1.1 SECTION REQUIREMENTS A. Steel Doors: 1-314-inch- (44-mm-) thick OF materials and AN51/5DI 100 grades and moaels 6peciFled below, or as indicated E. Grade and Spesclaa: Provide dimension lumber OF any 6pecie5 For truss' chord and web members, eradeed visually or mechanically, on Drawings or schedules: and capable of supporting required Ioada without exceeding allowabledresien values according to AFPA'5 "National Design A. Surface-!~3urning Gharacterl6tics: ASTM E 8$, Flame-spread ratings of i5 or less and smoke-developed ratings of 450 or less. Specification For Wood Construction" and ito "Supplement." Modify ratinga to suit authorities having jurisdiction, In5vlatlon material 5eiected, or if insulation materials will renaln exposed. 1. Exterior Doors: Grade III, heavy-duty„ Model 2, Insulated 5eamie5s design, minimum 0.0635- inch- (1.6-mm-) thick, galvanized ste4el sheet Faces. U W E3. Fabricate steel Frames to be rigid, newt In appearancs,,and Free From defects, warp, or buckle. Uy _ 23 METAL CONNECTOR, PLATES PART 2 - PRODUCTS 1, For exterior Frameee, provide units with rmitered or caped and continuously welded corners, formed From 0,0635-inch- (L6-mm-) w thick, ea lvarized 5teel sheet, U . c a r w p A. Genaral:' Fabricate connector plates From metal complying with requirements indicated below. � � 4, w � G. Prepare doors and frames to receive! mortised and concealed hardware accordin to SDI 101. w o o 2.1 INSULATION PRODUCTS p g ztr E3. Electrolytic Zinc-C•Oated Steel Sheet. ASTM A 5�1 (ASTM A 551M), structural-(Physical) quality steel aheat„ zinc coated by ~ 0 y U f: CL C electrode os►tian 3,3,000-pal (23�-MPs) minimum leld atresn th, coatln class G, and not less than 0.@4"14 incih (12tp mm) thiGiE A. Polyisocyanurate Board insulation: ' ASTM C 1789, Type I, Glass I or. 2, Faced an both sides with aluminum Foil. D. Comply with NAAI"iM's "Metal Finishes 1'Manual For Architectural and Metal Products" For recamme_=ndatlan6 relative to applying m o N � - w Q p p y 9 9 Finishss. >-- 1. i 1. A I shop rimer that cam flea withi AN51 A224.1 For steel. w "- W = � W 2 E. Mineral-Fiber-Blanket Insulation: ASTM G 6125, Type III, Class A, Fail-scrim-icr•aFt, roll-scrim, or pp y p p p _ 0 m Z >- w IL 2.4 FASTENERS Poll-5crim- of reth lene vapor-retarder membrane on one race with Fibers manufactured From lass, ala wool, or rack wool ' _J a _2 o a o glass, slag oryra k wool and with R-value or 19. g g PART 3 - EXECUTION 0 o 0 A. General: Proviciq F45teners df sixes and type Indicated that comply with requirements specified below For material and 3.1 INSTALLATION tt d F - matluracture. o >:.q: ~ A. Place steel frames to comply with pro\visfons of SDI 105. N -: u _J I. LLViere truss,mesmber� areexpooe-8 to'weathcer or to high'relative humidlties, provide Faetenere with a hot-dilp zinc coating per 72 ACCESSORIES B. Install Steal doors accurately in Frame, within clearances specified In ANSI/SDI 100. 0 x va M W = Q ASTM A 1 3 or of atainl ss Steal, Type 304 or 316. END OF SECTION 00110E Ir y 0 u, A Fasteners; Ttpe5 and sizes ae recommended by buildina Insulation maruFacturer. , a ¢ 0 a � 5, Nails: FS FF-N-105: 0 m C. Power-Driven NaIl5r.'CAE3O NER-2"12. PART 3 •- EXECUTION SECTION 08520 - ALUMINUM WINDOWS a ~ a c D. Wood Scrt:ws: ASI'1E E18b.1. PART I - PRODUCTS 3.1 INSTALLATION 2.1 ALUMINUM WINDOWS REJECT NO. E. Lag Bolts and Screws': ASME BI8.2.1 (ASME 818.23-81*1). A. Single-hung aluminum windows a5 Indica+ted. 01-11 A. Install Insulation in areas and In thicknesses Indicated. Cut and Fit tightly around obstructions and fill voids with insulation. ISSUE DATE F, Bolts: Steel bolts complying with ASTM A 301, Grade At with ASTM A 563 hex nuts and, where Indicated, Flat washsr8. B. Equal to: <Inca Aluminum Windows END OF SECTION 0771@ REVISIONS : G. t=lni5h windows with Glass II, clear anadlic finish - AA-M12C22A31 PART 2 - EXECUTiON , 2.1 INSTALLATION DRAWN BY: - - A. Provide all hardware, operators, anchc?r6, clips, limit devices, and other components necessary For a complete and weathertighaWA t CHECKED BY: , .. installation. • END OF SECTION 0820 i 1 01•-11-50NRiSE� WORSHIP CENTER-SPECS' ' 0 1 Z SECTiON 09200 GYPSUM BOARD ASSEMBLIES AO AAA PART I - PROPUGTS Ll METAL. FRAMING AND SUI PORT5 A. Steel framing for'partitions complying with. ASTM I, studs and.Runncra: In depth indicated and 0.0119TInch (0.45-mm) thick, unless otherwise indicatesd. LU (L2. Hot-dip galvanized Coating complying with ASTM A 653, G40 for Framing members attachercl to andcn r. within 10 Feet (3 m) of exterior walls. cn 1.2 GYP5UM POARD ® .d A. Gypsum board products in maximum lengths available to minimize end-to-end butt ,Joints. 1. Gypsum.Wallboard: ASTM G 3CG, In'thickness indicated, with manufacturer's standard edges. Resular type, unless othesrwi6a . � rs Indicategd''. sag-resalstant type For calling surfaces. 2. Water-Reai'otant Gypsum Eiacicing Board. A5TM C 630, fn thickness lAcflcated. Regular type, unlleas otherwise indicated. r fire-re6istance-rated' assemblies and where indicated. . Type x wheya required or e f W 1.3 AGGE550RLE5 � � '' A. Accessgrles for Interior InstaIIation: C rner e d edge trim and control joint6 complying with A5TM G 1041, Farmed From steel e,heet.zinc coated by hot-cilp process or rolled zinc or plastic. L � 15. Aluminum Accessories: Extrude3d-aluminum accessories Indicated with manuFacturer's standard corrosion•-resistant primer. G. Gypsum 15oard Joint Treatment Materials; Gompjy with ASTM G 4-15. Paper reinforcing tape and settlnQ-type compounds LU drying-.type3, ready-mlxe:d, separate taping and topping compounds. W' D. Acoustical Sealant For Exposed and Concealed Joints: Non6ag, paintable3, nor,6tainine latex sealant complying with A5TM C 834. E. Miscellaneous Materials: Auxlllary materials for gypsum board construction that comply with reFe°renced standards. PART 2 - EXECUTION 2.1 IN5TAI--ATiON (,� vi A. Install steel Framing to comply with ,ASTM C 15.4 and with 45TM G 540 requirementb that apply to framing in6taiiation. I. Isolates.atoel framing from building structure, except at Floor, to prevent structural movement From transfarrine loading to partitions. END OF SECTION 092&0 SECTION 090404 -. CARPET PART I GENERAL 1.1 SECTION.RI~QUIREMENTS A. Garpot.and carpet cushiona that have Flame-aproaa,and smokes-developed ratings of 25 or less and 450 or leas, reapecttvely, when tested according to ASTM. E 84. 5i Gomply with GRI 104, erection h, "51te CondItIona," G. Deliver to Owner Full-width carpet equal to 5 percent of each type: and color carpet installed,.packaged with protectives U cov6rJnQ,1 For storage. PART 2 w . OC)UGTS PR 2.1 CARPET. A. Provide a 415.00/ square turd allowance For yawner selected carpet l PART 3 - E?<ECUTION 3.1 INSTALLATIONCL , t CRI 1 4 ^aesctlon 8 "Direct Glue-Down" Section 9, "Double Glue-Down" A Comply,w► h m w B. Maint4in.uniformity of carpet dlrectlan and lay.of pile. At doorways, center seams under door in closed position. 131nd or seal cut cdge�s.as recommended by carpet manufacturer. END OF $ECTION OcJ&00 LL C7 SECTION 0910 •- PAINTING PART I GENERAL 1.1 5ECTION REQUIF2EMENT$ CL W A. Submit .Product Data and calor Samples. (n F3. Obtain block fillers, pritnera, and undercoat materla.la For each coating system from the same maniuFacturar as the Finish coats. .. C. Pa int.all, exposed surfaces,.new and existing, unl�9s otherwise: indicated. finished tsurfaces, o eratin artb, labels, and materials ob)vlou6l Intended to be lesft Z • D. Do not•paint praFln►ghe9d (tams, fin ed mss al , p expobcd such as brick and tile. Do'not p41nt.concemalecl surfaces, with the Following exceptions: y ..�,.9 I. L:abal 'mechanical piping M accessible ceslling spaces. 2. Paint 0h0,l?ack side of access panels. E. Deliver to i Owner a 1-gal. (3$-L.) container, properly labeled and scaled, of each color and typa of finish coat paint used . can Project; 2.1 PAINT PART 2 - PRODUCTS A_ Mtinuracturer'a beat-qua llty p41nt•materla l of the 'various coating types specified. Ei. 5ele6tlon:.; 1. Architect to select from the manuFae;turer's full range or colors, PART 3 -..EXECUTION en U w 3.1 INSTALL,A1 ION W fL A. Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions, productp vZl_ W0 ¢ w • m[xing, dna-applIca tion, - rr W , ¢ w en ur Ca 33 INTFRIQR PAINT 5GHEDUI�E > ❑ w it A G� psuri l5oard: Ae follows,' W XwW � ec0- W 1. Eggeshesll Acryllc: 2 coati over pr,imcr. Provide gems-gloas finish at Interiors of ressrrooms. m p W � � m >• �3. Wooduwork and Har�Iboards A* follows: v 0 'w P = s I. Seml -bass, Acr, llc Enamel: • Z coots over wogd undercpater. m 0 g y _� ask Q0O ZWOa 0 C. Ferrpga Metals As follows: i 0 � N - . � 0 I. Full-.(41006, Acrylic Enamel: 2 coats oyer primsr. , ru ry _J � U_ D. XInc,r-dated Metal: Aa Follows; dao 200 1. Full-GIQp$, Alkyd Enamel: one coat over undercoatesr and primer. z y N U C) END OF a .CTIC?N 09910 � a UM001. 4 cnLaONn4ca it n W oW. PROJECT NO. 01-11 ISSUE DATE REVISIONS DRAWN BY: QWA - CHECKED BY: ol cc Q ol 04 uj NEW ROOF MUST MATCH Lu f4W PEAK OF EXISTING ROOF. r - _ I I _j INFILL EXISTING WINDOWS WITH BLOCK 00 I EXISTING FOOTING E I I , I I SEE NOTE 3 SEE NOTE 3 I I � ' NEW ROOF MUST MATCH EAVE OF -� z EXISTING ROOF. LSC FINISHED FLOOR EL, +0'--0" = SEE SITE P1,AN. I cc cc LL 4" CONCRETE SLAB W/ 6 X 6 10/10 W.W �'. ON 6 MIL VAPOR BARRIER ON COMPACT FILL. ! 1/2" DEEP SAWCUT JOINTS AT 15'-0" O.C. MAX. a 1 meq+ S-2 LLL., W W < Q 'u) z 2 R 2 - . t , GIRDER TRUSS Ez I i o aoo I I `o a o w LoZa � a `S N N a. ►ry I r- I N I SIDEWALK SEE ARCH nr7 r� N N N to 1 04 1CN I30'-�o" 4'--$" 3'-4" 5'-4" 3'--4" 5'-4" 3'--4'" 4'-$" m 30._0" WOOD TRUSS NOTES 1. ALL DESIGN SHALL BE PER STANDARD BUILDING CODE, 1997 EDITION. ROOF �� �� ��� 2. SHOP DRAWINGS AND CALCULATIONS PREPARED BY, AND SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA SHALL BE 'SUBMITTED FOR PR0,IECT NO. APPROVAL PR10R TO INITIATION OF WORK. IJ�I /� "�' PLAN SCALE 1/4"-1'--q" 3. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS, AND ALL' 01-11 ISSUE DATE FIRST �L��IR AND �`J 1.../A 1 ICN L,�, STRESSES ASSOCIATED WITH HANDLING, TRANSPORTATION AND ERECTION. NOTES: 1. VERIFY ALL DIMENSIONS WITH FINAL ARCH. A. DEAD LOAD ----T_______________.._....,.�.,�.w.....__•.--------- 25 PSF , 2. OVERBUILD FRAMING AREAS. 20 PSF • REYIS10NS B. LIVE LOAD --�_________________wM�......._._.___--_�.-__-_ SCALE 1/4"�1'-0" HATCHED AS SHOWN. C. MECHANICAL 'EQUIP. -------- COORDINATE WEIGHTS WITH CONTRACTOR. . NOTES: 1, TOP OF FOOTINGS EL. 1' --4" U, N. 0. OVERBUILD TRUSSES AT 2' -0" O. C. TYP. D. WIND LOADS ( 110 MPH) - ALL DESIGN SHALL BE IN ACCORDANCE WITH THE a 2. VERIFY WALL OPENINGS AND ANY WALL DIMENSIONS ATTACH TO TRUSSES BELOW PER SECTION 4 AND 5/S--2. STANDARD BUILDING CODE, 1997 EDITION. DRAWN BY, NOT SHOWN WITH ARCH. . 3. PREFAB WOOD TRUSSES. AT 24" O. C. UNLESS OTHERWISE NOTED. 4. ALL BRIDGING AND BRACING, INC .UDING ' ERECTION BRACING, REQUIRED FOR THE DD 3. DRILL 6" HOLES AND EPDXY TWO #5 X 1' -6" DOWELS 4. TRUSS BEARING EL. +10' 0" UNLESS NOTED OTHERWISE. TRUSS FINISHED PRODUCT SHALL BE DESIGNED AND FURNISHED BY THE TRUSS MFG, CHECKED BY= INTO EXISTING FOOTING. BEARING AND SHAPE OF TRUSS MUST BE FIELD VERIFIED BY THE 5. TRUSS TO TRUSS CONNECTIONS SHALL. BE DESIGNED AND: PROVIDED BY TRUSS RUR GENERAL CONTRACTOR TO ALLOW ALIGNMENT OF FASCIA AND RIDGE MANUFACTURER. OF NEW BUILDING WITH EXISTING BUILDING. 6. SUPPORT FOR CORNERS' OF ROOF SHALL BE -DESIGNED AND PROVIDED BY TRUSS MANUFACTURER. THE. FASCIA IS NOT A STRUCTURAL ELEMENT AND MAY' NOT BE . ' COUNTED ON TO SUPPORT CORNER ,TACK TRUSSES. . 7. SPACING AND LAYOUT OF TRUSSES SHALL BE AS. INDICATED ON THE STRUCTURAL .. ROOF PLANS. ON 8. TRUSS MANUFACTURER, HVAC CONTRACTOR AND GENERAL CONTRACTOR, SHALL COORDINATE TRUSS REQUIREMENTS WITH HVAC UNIT AND DUCTWORK REQUIREMENTS. - HURRICANE STRAP PROVIDES HETALl6 HURRICANE STRAP PROVIDE HETALI6 HURRICANE STRAP PROVIDE �I 0 W/ TSS SEARING PLATE AT ALL W/ TSS BEARING PLATE AT ALL HETALI 6 W/ TSS BEARING GENERAL STRUCTURAL ° NOTES . z TRUSSES. TRUSSES, PLATE AT ALL TRUSSES. SLOPE OF ROOF. MUST' ALLOW EAVE-: - SLOPE OF ROOF MUST ALLOW EAVE SLOPE OF ROOF MUST ALLOW EAVE 1. ALLL DESIGN PER STANDARD BUILDING CODE, 1997 EDITION " AND RIDGE TO AUGN WITH EXISTING AND RIDGE TO ALIGN WITH EXISTING AND RIDGE TO ALIGN WITH EXISTING A. DES I GN LOADS: PLYWOOD PLYWOOD PLYWOOD LIVE LOADS BUILDING. FIELD MEASURE AND BUILDINIG. FIELD MEASURE AND BUILDING. FIELD MEASURE AND z 20 PSF PE REQUIRED. . NOTES VERIFY SLOPE REQUIRED. SEE NOTES VERIFY SLOPE REQUIRED. SEE NOTES ROOF ------�-_------_---�-__-----------------------_.. VERIFY SLOPE SEEB. WIND LOADS ( 11.0 MPH ) 2. SO i I L PRESSURE (DESIGN MAX. ) -------------------------- 2000 PSF I I I THIE CONTRACTOR IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION 12" 12" " FOIR PREPARING THE SITE AND' SHALL VERIFY THAT THE SITE IS CAPABLE OF L TRUSS BEARING " TRUSS ,BEARING " I TRUSS BEARING " 12 I PRfOVIDING 2000 PSF. SOIL BEARING. 0- 4t 4t 4f 3. IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR EL. +10'-p" EL, +110'-0" EL. +10'--0" UNSUITABLE SOIL, THE ARCHITECT SHALL BE NOTIFIED. 0 4. STEEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. N 2--#5 CONT. 2-#5 CONT. 2-##5 CONT. 5. COPNCRETE: DE5 I GN PER CURRENT EDITION A. C. I. z A. ALL CONCRETE ----------------------- ________ f' c = 3000 PSI B. ALL FILLED MASONRY CELLS ---- GROUT ---------- f' m : 2000 PSI 192-•-#5 CONT. 2-#5 CONT. 2-#5 CONT. 6. COPNCRETE: MASONRY UNITS--------------------------- A. S. T. M. C--90 SOFFIT 7. GROUTED MASONRY UNITS SHALL BE FILLED SOLID WITH 2000 PSI GROUT. SEE ARCH GR(OUT SLUMP 8 TO 11 INCHES. uj SOFFIT TOP OF WINDOW SOFFIT - 8. PREECAST LINTELS FOR MASONRY: ALL PRECAST LINTELS SHALL BE REINFORCED a SEE ARCH EL. +8 -0 PRECAST LINTEL SEE ARCH WI 1TH 4--#5 AND SHALL HAVE A MIN OF 8" OF BEARING EACH END. AN OPEN I NG W 2-- 5 CONT. SHALL HE PROVIDED AT THE END OF THE LINTELS FOR VERTICAL WALL € / # TOP OF OPENING --] RE 11NFORCEMENT. LINTELS SHALL BE MADE OF f' c � 4000 PSI CONCRETE. EL. +7'--4" -_ r 9. RE lI NFORCE:MkwNT: REINFORCING BARS ( GRADE 60) -- --� A. S. T. M. A-615 � PRECAST LINTEL �--• -t -- W/ 2-#5 CONT. WELDED WIRE MESH ------- ------ --- A. S. T. M. A-185 U r 10. MINgIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF. , UNLESS OTHERWISE SH(DWN ON DRAWINGS, SHALL BE AS FOLLOWS: L FOOTINGS ------------------_..__-----._.____----_---_..-_----- 3" Lu SLABS CENTERED WALLS -------------------------------------------_.------------- CENTERED �- 11. SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE MESH -------------------------------------- 8„ � ALL POURED CONCRETE --------------- CLASS "B" TENSION SPLICE~ BARS IN MASONRY ------__--......____-.,.___---_ --- 48 BAR DIAMETERS � vi 12. ALL_ REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. USE PLASTIC COATED FEET M WHERE CONCRETE IS EXPOSED. 13. ALL. BARS IN BEAMS SHALL END IN A LAP SPLICE OR HOOK AT DISCONTINUOUS ENDS. � 14. EPDXY ANCHORS: WHEN BOLTING TO MASONRY IS CALLED FOR ON THE DRAWINGS EL. +3'-4" PROVIDE: EPDXY ANCHORS AS FOLLOWS: DRILL A MIN 6" HOLE AND EPDXY THE VERT. REINF. BOLT CALLED OUT ON THE DRAWINGS USING THE HILTI HIT-HY 20 FOR SEE NOTES ANCHORING INTO HOLLOW MATERIALS AND HILTI HIT HY-150 EPDXY FOR ANCHORING INTO SOLID CONCRETE OR SOLID GROUTED MASONRY. ALL DRILLING 1 -#5 CONT. AND INSTALLATION SHALL BE PER MANUFACTURER' S RECOMMENDATIONS, 15. MACH I NE BOLTS ( MB) AND ANCHOR BOLTS (AB) ----- A. S. T. M. A-307 16, AT MACHINE AND ANCHOR BOLTS, THE, NUT SHALL BE DRAWN TIGHT AND VERT. REINF. PROJECTING THREADS UPSET. SEE NOTES y 17. TOUCH UP ANY DISTURBED GALVANIZING WITH GALVACON. 18. ALL. WELDS SHALL BE MADE WITH E70XX ELECTRODES. #SCJ ` S 19. M I SIC WOOD FRAMING: #2 SOUTHERN PINE 20. MUL.TIPLE WOOD MEMBERS SHALL BE SPIKED OR BOLTED TOGETHER. 21. ALL. WOOD CONNECTORS ARE BY THE SIMPSON STRONG TIE COMPANY. Cly 1--#5 22. ROOIF SHEATHING -- 5/8" STRUCTURAL I GRADE PLYWOOD 1/2- EXP JT MATERIAL 1/2" EXP JT MATERIAL ATTACHMENT PATTERN SIDEWALK - 81d NAILS @ 6" 0. C. AT PLYWOOD EDGES ' FINISHED FLOOR CONC. SLAB FINISHED FLOOR CONC, SLAB FINISHED FLOOR SEE ARCH CONC, SLAB - 8 d NAILS ® 6" 0. G. AT INTERMEDIATE SUPPORTS EL. +0'--•0" SEE PLAN EL, +0'--0" SEE PLAN EL. +0'-0" SEE PLAN 23, SEE ARCH. , PLUMBING, LANDSCAPING, MECH. , AND ELEC, DRAWINGS FOR DRIPS, + REGLETS, CHAMFERS, RUSTICATIONS, SLOTS, SLEEVES, ANCHORS, INSERTS, AND - ,.. - _... �--- .....- ,... - - - - _... ,.- ..... - - -- - - - - , - - - r - - - .- OPENINGS REQUIRED. _ 24. ALL, STRUCTURAL OPENING5' AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL, + A Fr AND PLUME L NG EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED 1 BEFf ORE PROCEEDING WITH STRUCTURAL WORK AFFECTED, 25. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO START OF w j VF1PgR BARRIER VAPOR BARRIER VAPOR BARRIER CON9STRUCT I ON. r COMPACTED FILL COMPACTED FILL COMPACTED FILL Z a �. --- 4--#4 CONT. W/ 4-#4 CONT. W/ 4--#4 CONT. W/ CJ7 co #3 TIES AT 32" O.C. '- # TIES AT 32" O.C. TIES AT 32" 0.C. NlA ONRY WALL. NOTES < 1 I 2'^p" I 2.---a" 1 0) 2 SECTION SECTION 2 1. REINFORCED MASONRY -- MASONRY WALLS SHALL BE REINFORCED AS NOTED IN THE SECTION ION 3 FOLLOWING SCHEDULE, ADDED BARS ARE SHOWN ON THE PLANS AND IN DETAILS, �.., SCALE: 3/4"-1'-0" 5-.2 SCALE: 3/4"-l'-O" S_z , SCALE: 3/4"-l'-O" S.-.2 2. FILL. CELLS AT VERTICAL BARS WITH 2000 PSI GROUT HAVING 8 TO 11 INCH SLUMP. DO NOT WET UNITS PRIOR TO GROUTING. USE LOW LIFT OR HIGH LIFT GROUTING PER ACI ' 530, FILL ALL CELLS AND VOIDS BELOW FINISH FLOOR �... WITH GROUT. 3. SPLIICE VERTICAL BARS 48 BAR DIAMETERS MINIMUM, SPLICE BARS WHERE CONWENIENT FOR CONSTRUCTION. ALL SPLICES ARE NOT SHOWN ON DRAWINGS. ' PROW I DE DOWELS AT ALL WALL REINFORCING. AT ALL WALLS PROVIDE JOINT ATTACH BOTTOM OF OVERBUILD TO EACH RE I HFORC I NG AT 16" 0, C. EXISTING TRUSS WITH A35 CUPS AT 24"O.C: TYPICAL 8" WALL REINFORCING. #5 AT 32" 0. C. SCREW 'TQ EACH TRUSS WITH A #12.,X 3" - ALL BARS ARE CENTERED U. N. 0. SCREW AND NAIL. TO BOTTOM CHORD WITH PROVIDE #5 AT 32" ABOVE AND BELOW DOORS OR WINDOWS. 2--104 NAILS. - PROVIDE 3 BARS, ONE PER CELL, AT ALL CORNERS. PREFAB TRUSSES-OR STICK - PROVIDE 2 BARS, ONE PER CELL, AT THE SIDES OF ALL OPENINGS, BUILT OVERFRAMING AT 24" RIP AT 2X8 AND NAIL 4, VER II FY DOOR AND WINDOW DIMENSIONS AND LOCATIONS WITH ARCH. O.Q. MAX. TO EXISTING ROOF FOR 2X8 RIDGE v a . TO PLYWOOD TO., NAIL. MEMBER ABBREVIATIONS 4 VERTICALS AT w • 2X6 TOP 2X r 48" O.C. NAIL "FOP AND BOTTOM WITH 4--10d NAILS. AB ANCHOR BOLT JST JOIST A/C AIR CONDITIONING JT JOINT AHU AIR HANDLING UNIT LG LONG I 2 ""O" • • ALT ALTERNATE LLH LONG LEG HORIZONTAL '� u ARCH-1 ARCHITECT LLV LONG LEG VERTICAL `� 0 o I I THIS FRAMING MAY BLDG; BUILDING LW LONG WAY BE PROVIDED BY BLK BLOCK MAS MASONRY . PREFAB OVERBUILD BM BEAM MAT MATERIAL a �2 EXISTING ROOF TRUSSES. ATTACH BOT BOTTOM MAX MAXIMUM TRUSSES TO EXISTING AS CJ CONSTRUCTION JOINT MB MACHINE BOLT SHOWN BELOW. CL CENTERLINE MIN MINIMUM i I CMU CONCRETE MASONRY UNIT MO MASONRY OPENING I r I I PROJECT NO. CONT' CONTINUOUS NO NUMBER DIA DIAMETER NTS NOT TO SCALE 2X6 BOTTOM DET DETAIL OC ON CENTER o111 DWG DRAWING PL PLATE ISSUE DATE r T- • EL ELEVATION REINF' REINFORCEMENT � • ,� ,r-;' --- T --. EQ EQUAL SECT s i�T SIMILAR REVISIONS i. .__.. _ - _..., � ^. I EX I S.T EXISTING SHT SHEET Fr ATTACH BOTTOM 2X6 TO EACH EXISTING EXP JT EXPANSION JOINT SPEC SPECIFICATION i I TRUSS WITH A35 CUPS AT 24"O.C, SCREW EXT EXTERIOR STL STEEL DRAWN BY, TO EACH TRUSS WITH A #12 X 3" SCREW FIN IFL F=I N I SHED FLOOR SW SHORT WAY DD I FTG FOOTING• TYP TYPICAL CHECKED BY, AND NAIL TO NEW 2X6 WITH 2--10d NAILS. FDN FOUNDATION VERT VERTICAL 11MR GA GAUGE ' WWM WELDED WIRE MESH GALV GALVANIZED W/ WITH HORI.Z HORIZONTAL INT INTERIOR SECTION, • a SECTION 5 SCALE:: 3/4"=l -0„ 5-�2 SCALE: 3/4"=-1'^'0" (S-2) � GG•z�, c�/?� ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, RISER DIAGRAM, & SCHEDULES L 1 08--31--01 + E2.1 LIGHTING PLAN Q 08��31 01 E3.1 POWER PLAN 08-31-01 / �1 BUILDING EXTERIOR CLASSROM NURSERY) I I I r`- I Lu., J ELECTRICAL SPECIFICATIONS L-L=1'�--�- EXIST/NC i I a JEA E.XISTINC i Q I I POLE MOUNTED , I PART 1 - GENERAL TRANSFORMER (3) /{1/0 I I 120f240V, tW IN 1-1/2"C. .a I A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. ; { 1 I I ' CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY • THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND Q I I SHALL NOT-PROCEED WITH -THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL W I i I CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO 1 I I THE COS F THEREOF, I I C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. Lu PANEL PANEL THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. "A'• 1. NATIONAL ELECTRICAL CODE (NEPA--70) EXISTING 1 1 2. CODE FOR SAFETY TO LIFE (NFPA_101) ; 3. �..�!� ' ! t % I I _- STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING 1. U METER i i ,� i05 SYSTEMS (NEPA--72) j I I 1 I ` I 4. UNDERWRITERS' LABORATORIES (UL) L>J 6 -- _-j5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) I i- ' I 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7�; ~ 7. FEDERAL SPECIFICATION (FED. SPEC.) - 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) � ? 4 __ - 9. SOUTHERN STANDARD BUILDING CODE _ 10, INSTITUTE .OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) I I ' 11. CITY OF ATLANTIC BEACH BUILDING CODE ---� C__) � j I L______ __ L_____-_________ I 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE j _-- J LEGEND OCCUPATIONAL SAFETY AND HEALTH ACF' OF 1970 (OSHA) I I I -` `� D. DO NOT SCALE THE ELECTRICAL. DRAWINGS. REFER TO ARCH4TECTURAL PLANS AND ELEVATIONS 1 XL51/ NG I I E (3) #1/D c E. TO S EXACT THE INTENT D OF OF ALL EQ PLANS TTO OSHOWMWITH EVERY OWNER'S NOR DETAIL OFF (1) CONSTRUCTION. THE o IN 1-1/2"C. ----- ------ DENOTES EXISTING TO REMAIN, CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM I I I I AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN 'PROPER WORKING ORDER. DENOTES EXISTING TO BE REMOVED. F. CONTRACTOR, SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A DENOTES NEW, PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. I I T G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED KEY NOTES THERE BY. H, ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING, CONTRACTOR `r 0EXISTING BUILDING SERVICE GROUNDING CONDUCTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. 1 r AND GROUND ROD. J. THE TERM "PROVIDE" USED IN 'THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND 'INSTALL. REMOVE EXISTING PANEL AND REPLACE WITH NEW A5 DART 2 - PRODUCTS INDICATED IN SAME LOCATION. A. MINIMUM WIRE SIZE SHALL BE #12 A,W.G. UNLESS OTHERWISE NOTED, (� RECONNECT EXISTING BRANCH CIRCUITS AS INDICATED ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED., 0:� < �J ON PANEL SCHEDULE FOR PROPER OPERATION. B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS u� I IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. O4 W DISCONNECT EXISTING BRANCH CRICUITS AND SERVICE C. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. CIRCUIT BREAKERS Z CONDUCTORS FROM EXISTING PANEL AND DISCARD PANEL USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD". ~ L I J 0 PANEL. REPLACE WITH NEW AS INDICATED. D. ALL C.?CUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. Q (-) E_ PANELBOARbs: Z t�- O MAXIMUM PEAK LOAD FOR THIS FACILITY DURING 1. CURRENT CARRYING BUSES SHALL BE COPPER, GROUND BUS BARS SHALL BE COPPER. THE PAST YEAR WAS VERIFIED BY JEA TO BE 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE 15.3 KVA. 3. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE-PUNCHED CONCENTRIC, KNOCKOUTS. z = e A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. - u� ( 7 ELECTRICAL RISER DIAGRAM F. DISCOrINECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK--MAKE, QUICK-BREAK ENCLOSURES U C11-- Q __ NOT TO SCALE AS REQUIRED BY EXPOSURE. -- ' O LL G. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED, WITH OVERLOAD RELAYS IN EACH HOT LEG. - - - -- H. RIGID "JONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. n n PART 5 --�XECUTION � W U POWER LEGEND SCHEDULE OF BRANCH CIRCUIT PANEL A A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: W � _ 1. 20B/120 VOLTS, 1 PHASE, 3-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK & 1 RED. _ MAIN: O MCe uv VOLTAGE: 120/24OV, tau, 3 WIRE GROUNDED (NEUTRAL) CONDUCTOR; WHIT£, GROUNDING CONDUCTORS SHALL BE GREEN,, � � SPEC: SQUARE D CYPE "CIO" OR APPROVED EQUIVALENT Q MOUNTING: RECESSED _ _ AIC SYMM: 10,000 < + TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED 6" ABOVE CEILING W/ DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE B PHASE CKT. 'TRIP CDND. GND. WIRE DESCRIPTION 0 PULL STRING MOUNT AT 16" ABOVE FINISHED FLOOR TO BOTTOM OF COVER PLATE. - _ -__ KVA KVA 2. BRANCH CIRCUIT WIRING AND SERVICES (#� AND LARGER) SHALL BE COLOR CODED AT ALL EXISTING BRANCH CIRCJI r - - 20 1 0.6 0.6 2 20 - EXISTING BRANCH CIRCUIT 3_ PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLORED MARKERS OR PLASTIC .TAPE EXISTING BRANCH CIRCUIT , - - 20 3 --- 0.6 0.5 4 15 - - - EXISTING BRANCH CIRCUIT MANUFACTURED FOR THE PURPOSE. EXISTING OR CIRCUIT - 20 5 0.6 0.5 fi 15 - - EXISTING BRANCH CIRCUIT ' B• WIRING METHODS (m 20 AMP DUPLEX RECEPTACLE MOUNTED AT 16" ABOVE FINISHED FLOOR TO BOTTOM OF EXISTING BRANCH CIRCUIT - -� _ 20 T 0.6 0.6 8 20 - - EXISTING BRANCH CIRCUIT S 1, ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING EMT UNLESS COVER PLATE UNLESS NOTED OTHERWISE. EXISTING BRANCH CIRCUIT � - - _ - 20 9 p.6 t�5_ -- - _ 10 6p - - EXISTING BRANCH CIRCUIT � OTHERWISE NOTED OR SPECIFIED. ALL FITTINGS AND COUPLINGS FOR EMTCONDUITSHALL BE ALL EXISTING BRANCH CIRCUIT - 20 11 -- -• 6 1.5 12 2 _ _ _ STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE "TIGHT SET SCREW TYPE. EXISTING BRANCH CIRCUIT � _ - -� --- 50 13 1.1�-- - 14 y W - = ' SPACE __ __ 3 .3•-WAY, 20 AMP, SWITCH WALL MOUNT AT 42" A.F.F., EXISTING BRANCFI CIRCUIT 20 15 0.6 16 SPACE 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL EXISTING'BRANCH CIRCUIT � - 60 17 1.5�_ - 18 - - - SPACE BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 2 19 1.5 0.9 20 30 - - - EXISTING BRANCH CIRCUIT 3, TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR SPACE _ - - - 21 0.9 22 2 USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED © DISCONNECT SWITCH SPACE - - - 23 24 - - - - SPACE IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING SPACE _ ^-_ - - - 25 - - --- 26 - - - SPACE JURISDICTION, SPACE T� �- - 27 ---- - 28 - - - SPACE C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED A5 REQUIRED BY THE LATEST �A ELECTRICAL PANELBOARD SPACE �- _ - - - 29 - - 30 - - - - SPACE EDITION OF THE N.E.C. AND LOCAL CODES. SPACE - - - - -� 31 - - 32 - - - SPACE D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS SPACE -� - - 33 - 0.2 34 20 1 2' 12 H12 EXTERIOR LIGHTS ' WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY SPACE -��- _1 _- -- -� 35 2.9 36 _ _ r SPACE ENGINEER/ARCHITECT. RECEPTACLES #12 N12 -_1 1�� 20_ 37 p.6 2,9 38 SPACE E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS `n w -r 1 RECEPTACLES __ #12 12 1 2 20 39 --- 0.8 2.7 40 - - SPACE U z •� r LIGHTING _TT�� #12 #_ 12'- 20 41 0.9 2.7 ISPACE OF CONSTRUCTION. w o a: '- a -- 12.5 11,1 KVA PER PHASE F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE z' b z V c Q 104.2 92.5 AMPS PER PHASE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. w � � 23.6 TOTAL KVA G. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL+ ¢ uj uj w u ( a WIRING. 1.- 0 53 0 H. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING w Wec a Ln DEVICES, FOR ALL OUTLETS AS INDICATED, ui m o `I ¢ U `v� w >- I. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW O i � w LIGHTING FIXTURE SCHEDULE NOTES FOR BRANCH AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS` AND SHALL MEET OR EXCEED THE } z m a z�� REQUIREMENTS OF NEC, NEMA, AND IECE. J r w `' U `� 0 - _ CIRCUIT PANELS J. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING � D ¢ q LAMPS-' - BALLAST -4� FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. r -' u- SYMBOL TYPE DESCRIPTION / T+ No. TYPE _ wAii I TYPE _ VOL TACE - MOUN(ING REMARKS K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. 4 � ? Q 2'x4'.FLUORESCENT TROFFER WITH,FLUSH STEEL DOOR, WHIfE BAXED ENAMEL FINISH AND CLEAR 3_ T8 32 HIGH FRcQ. 120 _CEILING MAXIMUM PEAK LOAD FOR THIS FACILITY DURING L. 'LAY-IN LIGHT FIXTURES TO BE SUPPORTED AT ALL FOUR CORNERS AND SECURED TO STRUCTURE ABOVE, C V O TOP O A Ai2,125 LENS. WILLIAMS "12-4' SERIES, ' 3-OOK ELECTRONICS SURFACE THE PAST YEAR WAS VERIFIED BY JEA TO BE M. ALL ELECTRICAL WIRING AOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL z ¢ z �, � z 15.3 KVA, DEVICES'SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. a "-' ct o 2'x4' FLUORESCENT TROFFER SAME AS TYPE "A" EXCEPT WITH FLUORESCENT EMERGENCY -� 3 T9 32 HIGH FREQ, 120 CUUNG N. CONTRACTOR SHALL CONFIRM WITH JEA ANY AND ALL REQUIREMENTS SUCH AS: LUG SIZE RESTRICTIONS, ¢ W a "' ( ) 3500'K - ELECTRONICS SURFACE LOADS ARE NON-CONCURRENT. p "' w a c w w LIGHTING BATTERY PACK CHLORIDE CFP4HL21 1320 LUMEN OUTPUT. � CONDUIT ENTRY, TRANSFORMER SIZE, AND SCHEDULE ALL REQUIRED DOWN TIME FOR OWNERS CONFIRMATION, ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK ca a "= a cc n EXTERIOR WALLPACK U.L. LISTED FOR WET LOCATION. 1 - HPS 100 120 WALL PROVIDE NEW CIRCUIT BREAKER AS INDICATED, DAYBRITE 'WLT' SERIES 3500'K ELECTRONIC SURFACE AND CONNECT EXISTING BRANCH CIRCUIT FOR EXIT SIGN,THERMOPLASTIC CONSTRUCTION WITH WHITE FINISH AND RED LETTERING AND 90--MINUTE _ LEU _ 120 CEILING T- OPERATION. zBATTERY BACK--UP. CHLORIDE "ERB" SERIES I _ SURFACE Q CONTRACTOR SHALL VERIFY EXACT ELECTRICAL PROJECT NO. REQUIREMENTS PRIOR TO ORDERING EQUIPMENT. -- - 01-11 �5 ISSUE DATE NOTE; VERIFY CEILING 'TYPES PRIOR TO ORDERING FIXTURES. CONTROL VIA PHOTOCELL. . REVISIONS DRAWN BY: SM CHECKED BY: LTC/MP KAMM CONSULTING PROJECT : 2001.0619 PROJECT MANAGER: Scott Mariwethar _- EkAMM947 Clint Moans Rd•-Boca'lYit",'F?. 33487 Phone 561.995.8636 Nx 561.995.1623.' ongineerinjokarrirn:to ' Consu ting Certification-of-A t�pr z.tlar-*1689_ Lon T.Carter Florida Liconsa #35249 Mata k. EO I Mireoa Pall& Florida t.ieansa #497911 sinned f �00 �1 Q U z 0 z v Q E Lu rn Ti Sa U z S Q N r I 0 �44 LLj Q r - --r PANEL "A" I LJ w mF 1� LIJ U u 0 W � U N r r r w EXISTING NO WORK THIS AREA. ° r .. s A-41 • o 0 � Q LLJ UL LLJa 0 -Add0 � � z r.LLJ MULTI-PURPOSE ROOM � Q I U L, r Q Coe 4 Q U BOJ Q W b C Q 0 7 X 21 0 W wct (1 a v) O V) w ? w d r Q -D Z w ¢ vii- a A-34 > ww0 r ° © � c�• w 4 0 Q d r a w ? a � - —- — a x a 0 c < 0 In 0 � � Cn a Ln V) 0- a 0 T w x D e w ca �- aafkfa - __ PROJECT NO. NORTH 01-11 ISSUE DATE : REVISIONS DRAWN BY: SM CHECKED BY: LTC/MP KAMM CONSULTING PROJECT'M: 2001.0339 PROJECT MANAGER: Scott Martwether _ A(Am 947 Clint Moors Rd Boca R>zton,'F1 AM87 ' phone 561.995.8636 Fl561.995.1623 - = onginaering01cammto_ ons u ng Cortification.af 'Au horizztioti#1684 2 Lon T.Carter Florida Llcanta #35249 dot � c Mlreea Pella Florida Licanta "8799 Signed ... +..� (�o0 Lpw - (�d ,ter u 4 O W i 07 7�719U Ls Q ul) CNI LLQ n r o u. PANEL "A" M' 0 Y \� Lu v -> Ljj v N EXISTING NO WORK THIS AREA, r A--37 A-39 KEY NOTE Q (i CONTRACTOR .SHALL REMOVE EXISTING PANEL AND REPLACE WITH NEW PANEL "A" AS Q INDICATED. SEE ELECTRICAL RISER DIAGRAM Q L1 AND PANEL SCHEDULE ON SHEET EO.1 FOR ADDITIONAL INFORMATION. �- 7E . ' Q uJ U < c-- W O w a MULTI-PURPOSE BOOM 1_L.1 t' V) ct b U k' ' a 01 90, w Z Fn w _ Ce w (7 4J 41 x' Q •lwJ Imo-. U �. 2 t 1 � O � 0 .� 0. LLJ a N t" �W • � CML j O S Z O ' u < Ir uj CC a Z) Ln m N CD ¢ w0 0 S . n- F" OVEI'MI P' LA Iia'-'.-o" NORTH PROJECT. NO. 01-11 ISSUE DATE REVISIONS DRAWN. BY: SM CHECKED BY:. LTC/MP r KAMM CONSULTINO PROJECT#: 2001.0639 PROJECT MANAGER: Scott Mariwetber - - 947 Clint Moore Xd Boca YRaton;. X3487 Phone 561,995.8636 Flax 561995.1623'- enginaerin�+aka�nm.to r -m Consu ting Certification of Aut orizatiari.#16fl9 Lon T. Carter Florida Llcaaw #3$249 drig, Mtroca Pe11a . Florida Llcente #48793 ti;nedN Coo �- � 0 0 Ltv� d .