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Gladiola Street 1251 (2) d Jacksonville SYSTEM FAILURE AIR RELEASE VALVE LIMITED SAND SOD OR SEEDSLIGHTLY r>F $ 0 N CONTINGENCY PLAN: T°HI OINr (TYPICAL) 6" COVER (BY BUILDER} � � 4 ! t � t �� d L Z TO FINISH 18" _ o J E SYSTEM MAINTENANCE ENTITY SHALL 1 1/4' PVC GRADE PROPOSED GRADE (MIN. EL. 6.0) A°4 r BE NOTIFIED IMMEDIATELY UPON SYSTEM SUPPLY FAILURE AND THE SYSTEM SHALL BE M�� �j D ^F ' O ICIP a PUMPED OUT AT LEAST ONCE PER WEEK, EMITTER (TYPICAL) > >/�» x �/2' --� � m UNTIL THE SYSTEM HAS BEEN FLEX CONNECT EXISTING GRADE F 4 " c of t-- RTMG (TYP.) 1 f 2 BIO LINE (4" BELOW ORE I ® A BEACH �- ,� c SATISFACTORILY REPAIRED AND INSPECTED W/EMITTERS 25" z REEDY BENCHMARK) q ecw Z c FOR COMPLIANCE BY THE HEALTH z � � of --1 Z � Y DEPARTMENT. COPIES OF THE SYSTEM � - - NEPiv BEACH - PUMPOUT INVOICES SHALL BE FORWARDED Ll_ M N # c C7 Q o n TO THE HEALTH DEPARTMENT ON A 6» ,� 0 O n 1"K7 EST- SHWT elw o - n WEEKLY BASIS TO VERIFY COMPLIANCE. U 3z �/4' PVC c�,r o 0 V RETURN o JACKSOPM BEACH ` ! m G__ N MANIFOLD PROJECT LOCATION a m V) W U> LIMIT OF EXCAVATION. > z BACKFILL WITH Z o » �� SLIGHTLY I vo 0 Z SECTION A-A SANDBUTLER TL LIMITED z © Z NTS 1 � to 0 1 " © SEED OR SOD Al w 0 w � N TYPICAL �''' 1/4» PVC 4" TOPSOIL VICINITY MAP o THIS DESIGN IS BASED ON MEETING PRESSURE FLOW SUPPLY UNE F.F.EL. 8.5 0 - v ADVANCED SECONDARY TREATMENT 11/4- PVC 61± � -,. >: APaaoveo o 4) oo FLUSH UNE # CITY OF A i i.�1,w i iC JEA Q PERFORMANCE STANDARDS WITH NETAFlM SIOLlE NON-WOVEN FILE .,ft Ru►IDING OFFICE , DRAINFIELD REDUCTION, INCREASED DRIPPERUNE W/0.92 I/4 PVC BULKHEAD OR CONC. 18"t WRAP ON SIDE & ENDS of z 0 m o GPH EMITTERs S" LINE TERRACE MODULES (BY t {NQT BOTTOM} APR 9 7 2007 M J > � ,� ALLOWABLE FLOW AND REDUCED OTHERS) o ► w Go SETBACKS. TYPICAL DRIP IRRIGA11ON TREATMENT VOLUME: By; zto 0 DRAINFIELD LAYOUT z 23 x4.5 x35 = 30#2 CF vs NTS „ N Q MIN. 30#0 CF REQ'D. BY �2 4 HDPE v cr l%lTY (W ATI ANMD QrAf%»i I I i i I I f1 III PERF. PIPES - t �' '� EXIST. GRADE EL. 4.0 N -� aD Z w j z z 4'-6-7 F I rn 5 (102.00 ) i Q, " M REMOVE & REPLACE WITH 1 a. IK CON 4 HDPE VERFLOW CLEAN SAND E FR M STORMWATER CONNECT ROOF AIN T / TREATM N AREA V& moo dm > 0 © 00 DR O STORMWAT ( toning, owwWw Q m m Z SEPTIC SYSTEM BENCHMA K -� (TYP.) ' 0 TREATMENT PIPES 1 2.9 0 "13-13"„ eppr tatM � z z '� w NAIL W/DISK IN ROAD 12 PLASTIC PIPE O I' C, SECTION B-B ; 1� Bu w .►+a«laa r., ► 0 Q W Q o CENTERLINE BY OREN REE Y o INVERT=2.47 ( ) Lo , NTS must 4.� N 240 S.F. MOUNDED be verified egnNunt pq�a w O_ r v Q w 1 si . ( .. S <C N Beach Bulidin 0 0 U u) 0 a_ DRIP IRRIGATION FIELD STORMWATER ® Beach � �� '�• SYSTEM SITE IS 4 BELO r' � BULKHEAD OR TREATMENT AREA v 7 i 42 B BENCHMARK EQUAL (BY ; I Approved el► I TOE OF SEE SECTION t j a Dete: 6"LIVE SLOPE . OTHERS) ) l j ff GENERAL NOTES 4r # b 1 rE rtF, '14' T .IEEE wf 3 .t� T=� N 9 02 00 E . " " ; ! i.8 11 E 02 GG , 2.� Jj t ; ; OF 4.4 _ - ,5.1 ' ' i ;' 4.7 1. ALL WORK SHALL BE IN ACCORDANCE WITH ... . r.. C! i>, cal 2.8 j # OPE 3 1 - F.A.C.� CHAPTER 64E F uU /-P 2' 35' 3' # w I j 2. CONTRACTOR SHALL COORDINATE AL WORK AND �- _ INSPECTIONS WITH THE DUVAL COUNTY HEALTH DRY 1 qc A y, IVR OAK B ; ' -' O DEPARTMENT 630-3274 AND SCOTT JOHNSON, PE T© { ) Z SWALE I; 07 wE POLE 1 1/4" FLUSH LINE a p ', SL PE (904-721-1888). FILL PLACEMENT IN s o / t r ! 1 w RIGHT-OF-WAY AUTHORIZED BY f 6.5' INSTALL PRESSURE RELIEF VALVES # i 0 3. ALL KNOWN EASEMENTS ARE SHOWN ON THE PLAN. CITY OF ATLANTIC BEACH € / (W/BOXES) IF MANIFOLDS ARE ` E ( (f 1--- ; HIGHER ELEV. THAN TOP OF TANK ►- I = a- I , j 4. SEMI-ANNUAL INSPECTION OF THIS SYSTEM IS REQUIRED W ; " F.F. ELEV. ' = I ► Ll I lt- 1 1 U t BY AN APPROVED, HOOT MAINTENANCE ENTITY. H J� � w # � f ' ALTHOUGH A SPECIFIC EFFLUENT SAMPLING SCHEDULE IS LL' Z �; � LINE , ,3.� 8.5 �� _ � ' � �� � ; , , CL ; !N ' L. BLOWER UNIT 8.p' o i NOT SPECIFIED BY THE STATE OF FLORIDA, WE Q W a j 2. 0 3. HOOT 600 GPD i 3 1 0 1 RECOMMEND ANNUAL SAMPLING AND TESTING OF CBOD-5, W p DRIP SYSTEM ' 50 SETBACK : � I O �---- _ W t 1 ; 6 TSS, TN, TP AND FECAL COLIFORMS FOR COMPLIANCE WITH Y' °� r' -� .8 G• ADVANCED SECONDARY STANDARDS. FUTURE, MANDATORY LLI Q O <C , _ S' TANK � I #� �; � � C1 4 i SF p 4.1 ; # 2.7 �=� 1 1 .0' T G } 15.1 # u' t Lv m ~ ` 1 `�_ MIN SYSTEM TESTING IS EXPECTED WHEN FL. CHAPTER 64E-6 L.J O ( fi` 0 4.3 IS NEXT AMENDED. �y Z 2 6D s 6.0 `� C• ¢ Lig' Cie 4 3 I-� c_o i U ! i PVC CONDUIT (� I 6 ' _ �-- O t 2 - SYSTEM CALCULATIONS 10 LLI m m " --16 4 I- MAX. ALLOWABLE FLOW: NET USABLE AREA x 1,500 GPD/Ac. Q p Z CONST. 37 L.F. OF 15 z ' C. F, _ ;, 1 4,. o w , RIPRAP AREA v r 13 1 500 GPD/Ac. x 1.5 = 360 GPD (BASED -� = 0.16 Ac. x 1, ADS N-12 PIPE (OR E ' 5.9 I RSI '1 i I °` F- ' _ ? _ O ON ADVANCED SECONDARY TREATMENT STANDARDS) V APPROVED EQUAL) 'a r 4. _ zrt v v�� F ` � o Q - ' 3 ' -COQ . 'FFRAFFto- ����P I- DESIGN FLOW: USE 300 P ~ LA_ RATED GPD BASED ON: GREATER OF 300 GPDCL MATCH 4 DRAIN NEW WATER ' # EXIST. �" r 4 = ( ; ! ! (3 BEDROOMS) OR 2,250 SF CONDITIONED SPACE (300 ,� �W GRADE LINE -_ 1 GPD) I DRAINFIELD: 300 GPD DIVIDED BY 0.80 GPD/SF MOUNDED 2"LI ErE OAK t7 t � � ,, � cam, #`IEt C4.�Il G i 0 W W W --� TRENCH) x 0.6 (409 REDUCTION) = 225 SF OF AREA r CONTROL PANEL 2.s 2=[� (MINIMUM}. O ~�~ UNOBSTRUCTED AREA REQUIRED = 2 x 225 = 450 SF 4.i UNOBSTRUCTED AREA AVAILABLE _ > 600 S.F. SURVEY TOE OF S89'02'00"W 102.00' USE DRIP IRRIGATION SYSTEM W/ EMITTERS (SEE DETAIL) N ' ; IN EL. BENCHMARK Q SLOPE NEW WELL CONSTRUCT - AVG. 16'x14' FIELD AREA = 240 S.F. CONST. C NC. o + ELEV. 7.fi7 NGVD29 " P ! ' r-- MES (TYP } i C MIN. 4 PVC PIPE. (POTABLE) 1 ! ADVANCED SECONDARY TREATMENT SYSTEM: USE 1 - HOOT 4.1 EXTEND TO TIDAL DITCH 600 GPD DRIP IRRIGATION UNIT. ELECTRICAL REQUIREMENTS: 1 - # Q I AT MIN. SLOPE = 0.4% t ? 30 AMP - 120V. CIRCUIT 3 1 2.8 # t PLUS DEDICATED TELEPHONE LINE IN CONDUIT. CA(� Dro I,y^� r rr t AS } ! V 1 TRANSITION DITCH AND 4.2 MATCH EXIST. WIDTH AND o NO WELLS f 4.4 UN o SIDE SLOPES (TYP.) o WITHIN 75 FT. OF SEPTIC LOCATION: C- a SYSTEM LOT 3 & 4, BLOCK 211 Q WEST PLAZA ATLANTIC BEACH SECTION O N 50' RIGHT-OF-WAY(PAVED) "H" SUBDIVISION SCOTT JOHNSON,lexs/. PE p Z'� FL. LIC. N0. 37534 l SHEET OF t I i I N. 89.02 '00 E 102 .00 , Ur 5' SETBACK - ------- ------- ------------ -----------------, i16' 1 --------- -------- --------------------------------------------------------- -- - --- ' + V f f ' , I � i f , r% 1 + n + � 0- i I _ � � I + 1 1 1 f � i 1 O ; 1 ' 1 I 1 t r- I . 1 101 SMACK I ' 6 a'e*02 'V2'-l)0 " W 102 .00 r r' -� - � rn 4�- I& A ~ Lo -p- W ry t— Q LO b� w0 _ Cn Q rn r- rn Award Winning OM DESIGNED FOR: COPYRIGHT 2006 REV. # DESCRIPTION Dome DesignsC/l OUST 1 a 0 Since 11551 DMAMM M-EASIM FM Cla*TIQLcrIOK e,Y c= + (� Iii � �� }� �1� }" ASSOC DgSIG�Is LSO NOT RELIEVE 17-IE 2 \ ) tV 1\EN lT���1 �F•• CUILMR 1 01MR OF THE fWA,* �5IWLITY TO iRt-VWW s3 = d a �. a 550C I AYES NG ,; ALL alll s A►� �► w y " &Ian J. Cote 0 _ 4 „ ,,,� — (-" z rn }�'� E TO ALL APPLIGAJ3LE>$IdiLDiNC3 1 S-M PRIOR TO _..._.4 District of Columbia AI�/J car of eia caasTrL we NK 7 - j Ci �,�7� .�1`�� License No. 518 coT� . Assoc�At�s cmsl DISC47SPANCY ORE ORI t�ENSIOW 5 o � l4 CODES s0 tNA7 1l�E'f'11AY A 0"TRLIC PI�O17 E3 '• g 135 button Park give South • WEE',301 - JadsonVllle,Florida 3 4 (0 X13-�54� - ����9�t4)12�-��4 'ATLANTIC l���4C� tp T►�c c�T�A��TI�TI� 7 ,� .. z 0 x U ALL GROUND MOUNTED MECHANICAL EQUIPMENT j MUST OE AN�HOREP WfTI, i,_4. 24'-0' 2d'-6' cu COO m r- j 014 SCREWS WITH G,ASKETED WASHERS AND MUST COMPLY WITH MC-R M130-13,1 FORw o SCREW LOCATIONS b010 FXD. ro010 FXD, C) w o 6.010 FXD. O CQ 5 E- ----------- REF. --------- -- E x ��- � KITCHEN } 0 �� Q 9 xia 0 N 4 U - ". tm' cLG. _ $,_6� fa O 41_2. d �� a 42' WIC-44 B H AR TOP � �' ° IN p 12110 x12'0" -a I 1 -- --- -- OUis' CLG, L � JU p i ------- /s -_- -- 5-- -� I I A Ul SUMMER KITCa th Stara e I a 1-�-� t J n ----- ----- I O I N i OE CI.' 03 FAMILY Y OO t _ 22'4x18'8" 10' CLG. Q o • 5'-S'9'-2' GAS F.P. `_ro MAX OUTPUT 10,000 1:3TU'S HN M18 RISERS S-15' 0 �. N cc1 1'1 TREADS (2) 1.55" + (1) 95' ■ 24-25 , 04 (OPi. 28 PICT) 24.85 24-25 „ 2880 234"x21'0" r � 1� 10' CLG. at SNORT Slay. > �. VF 0L% �`+ DOOR 20 M Q- - x i N 1v�Iz 7777 " "s S -THRU STAIR - a n �-- > 8` CMU WALLS ul �-' 6'-6' 11'-0' fa`-6' 0) U 25'-4' SQUARE FOOTA�� � ***N T A/C AL1_. PLU1"'f1:31NG FOR FIXTURES ON EXT, � (let FLR:) 935 DRAWN BY: WALLS SHALL 15E :RUN LU1TH1N 5LQC1K <UJALLS. � I � S T � � ' O © � _ L. A (2nd FLR.) 1309 JED ==SNOT DESIGNED BY: THIS RESIDENCE 15 DESIGNED TO CONFORM UJITH THE SUP-TOTAL. 22 4 BJC 2004 FLORIDA 5UILDING-c CODE - RESIDENTIAL l F5C-R ) ENTRY - LANAI _ SCALE: EVENINCs DECK 'i11 1/4" = V-0" CxARAGE 121 DATE: TOTAL 3(c-,-f Fo MARCH 30, 2001 JOB NO, 00216 I SHEET NO. Al of 1 � 1 "54 j z 0 x w A 24'-0' 2'-4' iS'_10Y 13'-4' "'wjug o 01-ap R!S 1---------- ------- --- ------- --- - -- ---; 0 w--- --- ------ u n1 I — — , �'-S' Q i AR Pit ! 2880 FKT.- 880 PK act 61t-t-tl���� 6020 FXD. w OFTEN RAIL 9 r0 . W C14 W "� MASS` #,-50 � � � -z ca Ul cci � EVENING l r� C1� 3EDROO1`�'I � 2 � 19'2"x14'1" 12'4"x12'8" o 10 c>_cs. —t wl ---t v - g 6'-2' 1'-6� 5'"8� �'�� 14 RISERS +� 9.14' u� w ! r-JU;. R311.5.S.1 4'-0' 3080 T. Imp Y gY 1'-2' 1'-2' 2) 208 "o HOWE r 10080 SL. L. *' > 2680 ------------ 4 -=-- ---- - --- _ 3080 CSMT. 3080 CSMT. CU E e U. ma ster26s0 PKT. ozul IT X - m c., a' 9F Q AC1 t �► F ICsH I UND i�NEATH `9 3080 GSMT. f�80 GL. D 3fd80 Ic8 T. cv 04 n Y Y A I T tr TUI5PA TALL ASINE g MI 3 5 1' y '-5' ---------------- -1 Y .I�_2� - __ 1 S'-2' j- { 1'-8' 3'-�' - — b- C2) 2080 PKT. `~` C-I* cv A,CC" 0 V) et ;cl I 20s0 30 N MORNING DECK 21`2"xll'3" Ai � lautic (91 V. gn o+ I j. t i@' CLCx. ;n ON ,53EDROO"l 3 - d� 12'4'x12'8" CO i� OPEN RAIL. 10' CLG. Y S' CMU WALLS • a3t I I I i � I I LEDGE JW20D CAP AgBV� . d� IS RISERS 155' 1 in 11 L INCz �1 W 1 TREADS �Y S 15' i 36" HIGH CsLA88 RAIL (2) 55 ; (1) 9.5 = 24-2 I t v I I to 24.85 24-2'3 I I I OPEN RAIL `vui 682 FXD. � y z38EEfLEV. U 51-61 5161 ,...- 1'-S" P-4' S'-2' Uj --' o � uj 10'-0' il'-2' 13'-4' Q it SUNSET 0 C 6 6 21'2"x21'1" 14 gcE 'Ii�5g81 58-6 —! rL DRAWN BY: 5' SPIRAL I JE1 � O O �4 1� DESIGNED BY: _SCO L� BJC OPEN FAIL SCALE: ----------------------------------------- 1/4" = 1'-0" W-4" 3'-4' a DATE: a► MARCH 30, 2001 JOB NO. 002:;16 ----------------------------------------- SHEET NO. 36' HIGH GLASS RAIL A2 of 1 610&wc� � � OVERALL BLDG.HT. GLASS RAILING STUCCO FINISH METAL ROOF METAL ROOF MTL.DRIP ON E STRIP MTL.DRIP ON I OVER 14 FASCIA z 1x4 SHINGLE,STRIP 1 i X2'10' PL. F I OVER 1x8 FASCIA U c— I W 4' TRIM 411 40 O ari ° �_— —_ - �_- 4' ?RIM �n' u Rl C\2 4' TRIM �.�� 1Z ALUMINUM SIDING LAIC E _ x § ALUMINUM SIDING , 1 E L E SECOND FLR 0 ' SECOND FLR 4' ON 12' TRIM - 10, PL. >-+ ~ 4' ON 12' TRIM tlD °3'4' PL. 10, PL.- O Q�Q A °' ISO io 1� p ; STUCCO FINISH STUCCO FINISH FIN.FLR ( � APPROX GRADE FIN.FLR _ V AfrWX.GRADE 0 AT I ON "Fl E A E ca CQ Q u -i2 v o o MTL.DRIP ON c ix4 SHINGLE STRIP OVER ixe FASCIA OVERALL BLDG.HT. TOUNGE t GROO\* SOFFIT • STUCCO FINISH GLASS RAILING -� i I 22'10' PL. `> 23'4' PL. S'T'RUCTURAL BRACKET �s S'T'RUCTURAL BRt#CKET zs Q STUCCO FINISH y� Lu4' TRIM 4' TRIM "° ALUMINUM SIDING ALUMINUM SIDING — SECOND FLR v S) COND FLRL --- - - 41 ON 12' TRIM _ i�====_ = 10' PL 0) to _ 4 ON 12 TRIM 10' PL-=4 _- - mi 12AL BRACKET - - _ DRAWL' BY: JED a _-- --- ------_ DESIGNED BY: SJC SCALE: STUCCO FINISH 1/4 STUCCO FINISH = —————- DATE: __---__ �• FIN FLR 1"t PCH 30, 200 FIN.FLR L---- LO aaATTIION US Lass JOB NO. APPROX.GRADE GRADE A SHEET N0. ,43 Of N T VAT I O ,� � Sf. OVERALL BLDG. 2314' PL. 22'10' PL. p 22'4' PL. t� _ v W A 61 •- 0 co d' to co E- � � a cQ F 0 � SECONO FLR �- SECOND FLR _ `- � f 4It�° g O y �� 4-1AZARROu9 CsLABs _ LOCATION -r-,- '� �,- © LU q FIN.FLR _ FIN.FLRca -' APROXGRADEA w a t,) O X H T A T FOR DIMENSIONS, FINISHES x AND ADDITIONAL MOTES, E .4 REFER TO e44EET A-3. Q r— c^c, OVERALL BLDG. WT.12 c� -t LL- a 23'4' PL. ii'b" PL. 10' GLG. GLG. as LL I LL-.; I A O� a ul s3 S>=GOND FLR _--__ SECOND FLR uj O d) ul _ ao i0 PL. 10. PL. 9 PL DRAWN BY: ---- JE1 ® DESIGNED BY: SJR C== SCALE. C C� 1/4a — 1'-0a FIN.FLR FIN.FLR DATE: _ APPROX.GRADE-- MASC:w 30, 2001 APPROX.GRADE JOB NO. 0�2i(o SHEET N0. L E F T E L E A T 1 0 N 0 FI ,44 of 7 /cL Sf. .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... .. ..... . ..... . .. ..... . ..... . .. ..... ..... . .. ..... ..... . .. ..... ..... . .. ..... ..... .. .. ..... ..... .. .. ..... ..... .. .. ..... .... .. .. ..... .... .. .. ..... .... .. .. ..... .... .. .. ..... .... ... .. ..... .... ... .. ..... .... ... .. ..... .... ... .. ..... .... ... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... ... .... .. ..... .. ..... . ..... . .. ..... . ..... . .. ..... ..... . .. ..... ..... . .. ..... ..... . .. ..... ..... .. .. ..... ..... .. .. ..... ..... .. .. ..... .. 4 ALUMINUM 610IWs 28'5 SAW PL. METAL GAP z TOP OF WALL '-- r a cn 22'10' PL, SUNDECK FLR 21'4' PL. fWz No LjL EKit.. a 41 SECOND PLR SECOND PLR •t 10' Pb.. 7J ~ W SPIRAL STAIR �.� � �� a F I PIN.FLR Q PIK FLR � E-+ ' APPROX.CAADE ---� v 5 � � - t 3a U -ivu -r o ALUMINUM 811* x 12'-5 t3/16' 8`-113/16' 29 9 5/16 PL. —J2,, 2 METAL CAP TOP OF WALL cr1 23'4' PL. 21'4':PL. - v LU SECOND FLR -- SEC4N0 FLR. V 4L 04 10 PL. Lu d) cr DRAWN BY: JED DESIGNED BY: o © o a o 0 o 5J C, SCALE: 1/4' = I1-04 DATE: FIN.FLR MARCH 30, 200-1 APPROX.GRADE JOB NO. 0��1ro • � I O � SHEET'- NO. 5 � C ,A5 of I a,al� d a. S'�• z _Q W V W 12° FLOOR SYSTEM y 004 0 0 z t� co CA2 E- x Q . o lu �a iia' FLOOR SYSTEM o � • N « of l I apq U C'3 W SE ON12 FL00RC0v R C FLAN to Cal Dim � n9� 9'-t � r% - 101-09 ' 0' c%1%I-4? 24'- 4- VOZ 4' CONCRETE SLAB UI/S'x8' TURNED 22 10 PL. -� Q) �) U DOtt,N EDGE:AND � � x (1)*5 CONTINNIM 1 ► r r +----+ --- ------------------------------------ + r--------------------- --------------- � t -- — ---__—_— — ------ ---- ----�— ----------- ----=;i it a2'4' PL. t if ; ;q I1 ----------- --------- -FLAT � I { -' , 1 I coc"► i t '� I r --- --- -' RL ----------- ----------- IJ21 I ..� { t t t t i i u 4" CONCRETE SLA ' i ; aY .__ LU/ ;MINFORCINCx CONTINUOUS VA1'O 2/12 IBARRIER OVER TREA ED 14 AND COMPACTED FIULIf t � , _Itt I i 111-01 9-61 4'4' I I I n FLAT '---� ` -43SW P ' O 2/12Lu � 4PL------- -- - ' - ----- ----- ------- . ---------�-; t t' ---------- ' ' t 1 5 5/16' t , 28 PL ROOF VENT (SIZE TO BE DETERMINED V { ; BY MECH CONTRACTOR,) Q`a 1 1 I I I�-------------------------------•.--------- J i 2A i ' Cit.31 2-111,10 FLAT ( F OU1) 14' ro' ' 11, 0' (01,61 23' 4'.PL. 22' 10° PL, 25'41, c� DRAWN BY: Flo U rel A T I 0 JE1� �: OCa � F' L �4N DESIGNED BY: 5JC NOTE. NOTE- SCA�JE: A FOUNDATION SURVEY SHALL 8E PERFORMED ALL 'FLAT' ROOF PLANE► ARE SLOPED AND A COPY OF THE SURVEYSHALL BE ON THE 1/8' PER FOOT TO THE EDC:E OF'THE ROOF. SITE FOR THE MUILD[Wz INSPECTORS USE PRIOR DATE: TO FRAMINCs INSPECTION. OR,,ALL PROPERTY MARKERS SHALL 15E EXPOSED AND A $TRIWs STRETCHED MARCH 30, 2001 FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. JOB N0. SHEET NO. ,46 of I Clio S10,16 ♦ •� �/ � /a. off. o l METAL THRESHOLD PRE-FINISHED GALVANIZED FLASHING MINERALIZED 51NCaLE-PLY 51TUMINOLIS ROOFING ON HOT MOPPED BASE SHEETS z 0 LIGHTUS-1GHT FeERMESH p CONCRETE (3000 PSI) ' a cn 4" CONCRETE SLAB W/ v Y x10 WWM OR 3/4' T 4a SU5FLOOR fixfi,10x610LIGHTWEIGHT F15ERMP-SH W MESH" REINF. P.T. 2"x10' FLOOR CONCRETE (3000 PSI) A DRIP STOP o FRAMING, ! 16' O.C. SLOPE 1/4' PER FOOT � w MINERALIZED SINCsLE-PLT Wa – > ON D •-+: to M � >+� � t` 51TUMINOUS ROOFING 8" C.M.U. FOUNDATION WALL w (# OF COURSES VARY GRADE BARRIER OVER HOT MOPPED EASE SHEETS w 6 MIL VAPORi PER SITE GRADE) ui TREATED & COMPACTED FILL ?� � v-GROOvE DRIP EDGE E-i lu P.T. 2'x4' BLOCKIWs O to i ., " , ., * CONTINUOUS 5 REBAR IN 10 x20 •n.. o � � ��� ��� CONCRETE FOOTING r- ALL CORNERS (VERTICAL) :STUCCO FINISH WIO2 #5 s CONT. WITH SOLID POURED CELLS p AND 0 4 O.C. ON ALL rr STEMWALLS OVER 3 COURSES 1 _8 a Q � LANAI SAAB DETAIL SCALr: 3/4 -� ,.,r0 TAO _ ma'� a — I— !l� '10 SCALE: 1-1/2 - i m $ ° NAILRAF ER 10 v-fy-r.r,., SEE JOISTS W/ 4 – 16d COM ELEVATION (MIN.) METAL HURRICANE CLIP 12 �+ METAL ROOF ON (1 0 EA. `'END OF TRUSS) 2 �'— FURRING STRIPS ON (OR 1 0 EA. RAFTER) 54 15# ROOFING FELT OVER R-30 INSULATION W./ Z 7/16" PLYWOOD SHEATHING ON 2" POSITIVE AIRSPACE ROOF TRUSSES 0 24" O.C. UNDER SHEATHING W Z OR ROOF RAFTERS 0 24" O.C. ` METAL DRIP OVER 1"X4" SHINGLE STRIP ON T & G SOFFIT �'' 5/8" GYPSUM BOARD 0O 1" x 8" F.J. CEDAR FASCIA (2) 2"x6" #2 TOP PLATE OR E+ (2) 2"x4" #2 TOP PLATE 2" CONT. MTL. ' EAVE VENT N w 1/2" GYPSUM BOARD T- 1"x4" FRIEZE BOARD ON j Its j -1 ,� Q 1"x2" SPACER ,�76� V 'Z x V o � Q U n fa -r _ U- c R-19 BATT INSULATION q .. WINDOW INSTALLATION (METHOD A--1) _J �' i a �_m WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INST'ALLATION,. FLASHING APPLIED OVER THE FACE '(IF THE MOUNTING FLANGE. t SLUION A THROUGH WINDOW JAMB M STEPS ALUMINUM SIDING PLAT QIN WATER SHEDDING FASHION, STARTING AT THE BASE OF 2X6 BOTTOM THE WALL 8 WORKING TOWARD THE TOP, INSTALL THE WRB SEALANT BEAD TO THE FACE OF THE BEHIND MOUNTING 3/4" PLYWOOD SUB-FLOOR SHEATHING. FLANGE' APPLY SILL FLASHING 36" METAL TIE STRAP CONT. BETWEEN 1st & 2nd FLOOR STUDS ,� 18" DEEP WOOD FLOOR SYSTEM APPLY HEAD OF SEALANT AT BACK OF WINDOW SEAL THE WINDOW FRAME TO (FLOOR TRUSSES OR c�.a FLANGE & SET WINDOW USING INC, APPLY A NOM. WOOD i-BEAMS) c PAN HEAD SCREWS TO OPEN --- FOUNDATION WEEP SCREED FACILITATE INSPECTION. DIA. RI THE BACKSIDE (INFERIOR) OF THE WINDOWANY SEALANT AT FLANGE, IN LINE WITH 1/2 X$ ANCHOR BELT APPLY BEAD OF PRE-PUNCHED HOLES OR SLOTS. FLASHING ' ff » ,. BIDE JAMBS, EXTEND 8 3!t � 21" Q.C. APPLY JAMB FLASHING EALANT HEAD BETWEEN I STU CO 01�ER ATH L FLASHING AND MOUNTING F �j E OF I -- ASB FLASHING 8"x8" U-BLOCK W/ �.. APPLY BEAD OF SEALANT APPLY CONT. SEAL. TO THE MOUNTING !FLANGE,' � AT HEAD FLANGES AT THE TOP (HEAD) AND (1) #5 & FILLED TE " f, � SIDES (JAMBS) OF WINDOW. EXTEND � ��� � G , CONCRETE 2x6 P.T. TOP PLATE 5 Q APPLY HEAD FLASHING SEALANT AT JAMBS MD ABBE FELT LAPS (REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMS J / ' FLASHING INTO SEALANT AND � TAPE, ALLOWING WAS .TO LAY FASTEN IN PLACE. (FLASHING FLAT OVER HEAD FLASHING. GOES OVER SEALANT). APPLY NEW SHEATHING TAPE ALI,GNS I OVER SCREED 1 UR G.W.B. ON 2"xz" OVER DIAGONAL CUT - SEE SECURE WRB i a FURRING STRIPS DIAGRAM, AT HEAD STUCCO FINISH p RIGID INSULATION 2" � CONC BELOW ' - a° N BETWEEN FLASHING AT HEAD , EXTENDS V BEYOND ' ���CCCJJJ ( JAMB FLASHING. I p "��� p #5 REBAR IN CON(. °' • �} p q FILLED CELL ® 4'0" O.C. 1 � � aj � 1 Lu �,\ EMBED BOTTOM OF THE q q HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES i p SEALANT OVER SEALANT). EXTEND HEAD FLASHING BEYOND ' \ EACH JAMB FLASHING. BASE MOULD !A 00 FASTEN IN PLACE. < V J 4" CONCRETE SLAB "W/ v a 8" C.M..U. HEADER BLOCK (^ 6x6,10x10 WWM OR ' a Q F_"I� — o "FIBERMESH" REINF. ®JAMB FLA$rJING A ( Q cj^t, EXTEND JAMB FLASWING , a TERMINATE L » DATION WALL ¢ � TO OVERLAP SIL DRAWN BY: i, ,; ' FLASHING. EXTEND 'J JAMB FLASHING a �' ���� ) 4 8 C.M.U. FAUN a MIN. A B 0�E E I N. (# of COURSES VARY GRADE > L-' s MIL VAPOR BARRIER OVER JED OABOVE PENING AHEAD. i d PER SITE GRADE) ' L TREATED & COMPACTED FILL TUCK TOP OF 9 \ I SEALANT a v DESIGNED B�': JAMB FLASHING GRADE F O R UNDER THE FLAP \\\ / �J� OF WRB AT THE HEAD. SEE DIAGRAM. SILL CLASHING TERMITE 10"40" • •��,.•. o * CONTINUOUS :#5 REBAR IN SCALE: SHIM AND ADJUST wlNnaW TO ACHIEVE souARe CONCRETE FOOTING •. �, ^' �' ALL CORNERS (VERTICAL) AS NC�TEU PLUMB, AND LEVEL CONDITION. USE CORROSION 4 ON TR OL W/ (2) #5's CONT. WITH SOLID POURED CELLS ( RESISTANT,FASTENERS, FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. � AND t?�► 4' O.C. ON ALL DATE: {� / / / 1r_8" STEMWALLS OVER 3 COURSES -lApCH 30, 2001 i� WEATHER RESISTANT JOB N O. IBARRILR (WR$> AT A 45 DEGREE ANGLE, CAREFULLY CUT THE TYPICAL W ALL S E C TI 0 N621� HARRIER ON A DIAGONAL, GURTANDRAISE TAPPE THE TOP EDGE OF THE BA 0 T E R M . 1 ill A T 1 0 N SHEET No. TOP CORNERS AND CENTER TO THE EXTERIOR S T U C l w WRB SURFACE ABOVE. SCALE: �{ 4' — � _O INTERIOR VIEW Al of � TOP LEFT CORNER OF 'WINDOW � E T A I L cl its, o a Sf 0 ELECTRICAL LEGEND it0 V.DUPLEX OUTLET RECESS LIGHTING. (SEE NOTE 3) 1/2 SWITCH DUPLEX OUTLET RECESS CEYEBALL)LIGHTING 110 V.W.I.DUPLEX OUTLET CEILINGI"ITD.EXHAUST FAN WEATHER PROOF GF.I. EXHAUST FAN WITH LIGHT 220 V OUTLET � SMOKE DETECTOR tco 110 V.FLR.MTD.DUPLEX OUTLET TELEPHONE JACK SWITCH AT 42' AFF. Ty TELEVISION JACK. 3-WAY SWITCH AT 42• AFF LJ THERMOSTAT 4-WAY WITCH AT 42' App, M&Q ELECTRICAL PANEL z DIMMER SWITCH At d2• APF. � ELEGTRICAl. METER SURFACE MTD.CEILING LIGHT - A/C DISCONNECT a V -0- PENDANT LIGHT FIXTUREW FLOOD LIGHTS A WALL MTD.LIGHT AT '12' AFF. w ❑ PUSH BUTTON PULL GRAIN � � DOOR CHIMES ] � UNDER CABINET LITES HOLLYWOOD STRIP N co d' 12'X48' FLUORESCENT FIXTURE CPRE-WIDE AND BRACE tY, ANI FOR CEILM3 FAN •�, O 1929 LT -9 a 24'X48'FLUORESCENT FIXTUREi -WI ND E i"CEILING FAN W/Lrm H x I=AN AD ITIONALL ELECTRICAL TO ?EAR Q ELECTRICAL 1` OTES7 WC A LI tO BE ADDED FLOODS � ONCE APPLIANCE LOCATIONS O 1 HAVE BEEN DETERMINED BY OWNER ! LOCATE ,ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS,ZMOKE: ! DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAL/ SUIL.DING CODES. N !!, VERIFY WITH r3UiLDER ANY SPECIAL. HOOK—UPS. 2 (RANGE HOODS,FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER F<19�r:SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM,SWIMMING POOL, PUMPS, ETC.) v _.. w 3 INSTALL UTATERlYAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED. J KICK PLATE U —h ..��' / Z M ca i DESIGN FOUR REREAHOWN S 1 ; i' Z >ta.l / � ♦ Jai w 10 {-- -- ELECTRICAL SERVICE (S LESS T!-r;4N 600 AMPS. CALCULATION TO 5E 1 /�,`` PROVIDED 81'" ELECTRICIAN. I \ � / N -------- -- --- — 1 �♦ ----------� -ter PROVfDE SMOKE DETECTORS � r= n— \ PER NI-PA12 A-81.2 � / --- ! .41 / Q 2 !' \ J I r-- cl // r=LRR,, P�L �OGATION \\ i ♦\ \ \\ 1 , � �O 8E DETE> f1D BY OUA�IER \\ \� ♦ \ \ FAN 220 OUTLET c.► ��\ \\ \♦ j FOR WELL 1 LL- KICK PLATE'LIGHTING //' --- \��\ \\ \\ !♦ — a DETAIL TO 15E SHOUN 8Y DESIGN FOR REAL LIV(NC� Lu t� f1 TQ Lr Ts u � �-- 4 cn► 1u � ! FOR SE IG \\ // f ♦\ SYSTEM LOWER ` DRAWN BY: � 1 \ r \♦ \ JE1 / \ ` DESIGNED BY: STAN0,4Rp 220 VOLT 30 AMP DEDICATED SERVICE .'� �` BJC 10-3 WIRE WITH GROUND AND DEDICATED NEUTRAL. ' ' SCALE: STANDARD 110 VOLT CIRCUIT TO FRONT �� _ FLOODS LIGHTS �VE 1/4" TELEPHONE LINE LOCATED IN MACHINE AREA. �� --" DATE: MARCH 30, 2007 JOB NO. �6Z16 FOR LANDSCAPING SHEET ET NO. r1 of 2 ST O4 CT ICA AN /w? / 6j /a.al p o/a. St. ELECTRICAL LEGEND 110 v.DUPLEX OUTLET 0 RECESS LIGHTING (SEE NOTE 3) 1/2 SWITCH DUPLEX OUTLET RECESS(EYESALL)LIGHTING 110 V.GF.I.DUPLEX OUTLET 0 CEILING MTD.EXHAUST FAN WEATHER PROOF GP.1. EXHAUST FAN WITH LIGHT 220 V.OUTLET SMOKE DETECTOR 110 v.FLR.MTD:DUPLEX OUTLET TELEPHONE JACK SWITCH AT 42' AFF. TELEVISION JACK: 3-WAY SWITCH AT 42' AFF. 0 T14ERMOSTAT 4-WAY SWITCH AT 42' AFF. l ELECTRICAL PANEL09 DIMMER SWITCH AT 42' AFF. - ELECTRICAL METER 0 SURFACE MTD.CEILING LIGHT - A/C DISCONNECT A PENDANT LIGHT FIXTURE FLOOD LIGHTS 1{ - WALL MTD.LIGHT AT '12' AFP. o PUSH SUTTON - PULL CHAIN 170 0 0 DOOR CHIMES t'~ UNDER CASINET LITE$ HOLLYWOOD STRIP a 49 12'X46' FLUORESCENT FIXTURE PRE-WIRE AND 1$RACE FOR CEILING FAN LIGHT O ��~ 0co j BRACE x 241X481 FLUORESCENT FIXTURE UNCs F / t G1 FOR CEILING AN W L FAN � Q r 'M, ELECTRICAL NOTE �!'����� � 1z8 4� • LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE: 1 DETECTORS, E ECTO CdFANS, AND EXHAUST FANS PER ELECTRICAL/ ------------- ------ -------------------- U VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. i fs, v (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER -.. SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, ! _____, 1 - __ q t SWIMMING POOL, PUMPS, ETC.) r---" r "-..` + ---------------- -____-_ _ z INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS AND OVER 1 ' ' "�\ I _ 1 3 TUBS AS REQUIRED. ---------------- TO SWITCH BELOW z MOTE.. \ I � ELECTRICAL SERVICE IS LESS THAN --- _ \\\ J --1Af &W AMPS. CALCULATION TO BE // +- _ 1 PROVIDED ISY ELECTRICIAN. lar ' \�\® `NOTE: --------_ _-`\� � � �9 0 PROVIDE SMOKE DETECTORS PER NFPA12 A-812 /FAN R /` \\ 3 Q 7 \ `♦ I I FAN ( F,eiV/ �l _ I Nil\ LKsia1' 0 ek I N V \ ___ _ ..� \ / cam4 .. �../1 -- `�./ ------------ --- c.� / r- ,� 1 1 ATTIC ` - \��`♦ � tU I � Lu BE�.OW t Is { Z LIGHT 0) L 1 t \\ DRAWN BY: \\ t I 1 I JED TO SWITCH DESIGNED BY: BELOW --r , BJC SCALE: 1/4# = i'-0w - , --, -------- -- --- - -- ------------- DATE: 16TAIR� �ICsHTg �- 30 2001 MARCH , ♦ JOB N0. ------ SHEET N0. --------------- ------------------------ EZ of 2 5 E C 0 N FLOOR EEL ECTRICAL FLAN � 6 •Nalival�laana 2pPOI=l MN3 3141 .LOVJ.NGJlu- i. 3.LVNIWa3130N1 D '9ENIMVa43 3H.L I 1 1 4.10 THREADED ROD UPLIFT ANCHORS LEGEND 2.0 FOUNDATION NOTES 4.s NAILS ONE ALL THREAD CONNECTION(ATC)IS COMPOSED OF 1/r 381cs1 ALL-TREAD THAT RUNS THE FULL AND THREADED HARDENED$TEFL NAILS SHALL CONFORM TO THE NOMINAL SIZES VERTICAL HEIGHT OF THE WALL,PENETRATING BOTH THE TOP AND BOTTOM PLATES,AND GROUTED (2),x6.1/2 -HEADERIBEAM CAUA)UT(SEE DETAIL 10/ST-!0 STEMWALLS OVER FOUR COURSE$TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING COMMON WIRE NAILS WITH SIMPSON STRONG-TIE ACRYLIC-TIE INTO CONCRETE.THE TYPICAL EMBEDMENT IS 8"FOR NUMBER OF KING STUDS EACH SIDE OF OPENING CONSTRUCTION. CONTACT THE ENGINEER OF RECORD SPECIFIED IN ASTM F1867. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. MONOLYTHIG CONGRTE,2 Ys"EMBED FOR CONCRETE TOPPINGS, AND 1r FOR STEMWALLAND OTHER FILLED MASONRY APPLICATIONS.THE ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE CONCRETEAND U NUMBER OF JACK STUDS EACH SIDE OF OPENING ETO CONTROL CRACKING IN SLAB ON GRADE,CUT 1"DEEP SAW CUTS INA 15'X 1S GRID THROUGHOUT THE THE HOLE IN THE WOOD PLATE.USE A 9/18"BIT FOR DRILLING CONCRETE AND PLATE HOLES.THE SIZE OF HEADER MATERIAL(NO 2 SYP) SLAB WITHIN 4 HOURS OF CONCRETE PLACEMENT. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, TOP END OF THE ATC MUST BE RESTRAINED BY A 3"SQ.x 1/S'THICK WASHER AND NUT.THE . PLIES W HEADER THE BORED HOLE SHALL NOT EXCEED 7596 OF THE NAIL OR SPIKE DIAMETER NUMBER 1 -HIGH UPLIFT CONNECTION CALL-OUT,0UT,SEE HIGH UPLIFT DO NOT SCALE FOOTING MENSIONS AND LOCATIONS FROM PLANS. DO NOT DETERMINE LOCATION FROM ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM O CONNECTION NOTES,THIS SWIFT ARCHITECTURAL PLANS DFRAMING PLAN. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED DISTANCE OF 112"EACH END OF THE COUPLER.THE COUPLER SHALL BE RATED FOR ALLOWABLE IF FOOTING SIZE OR LOCATION 18 NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE,CONTACT IN TABLE 4.8-1 BELOW TENSION OF 3,200 POUNDS UNDER WIND LOADING.THE ALL-THREAD SHALL PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF 3/8"HORIZONTAL PER FOOT VEE INSTALLEDRTICAL Q -STRUCTURAL KEYNOTE.,SEE KEYNOTE SPECIFICATIONS, THE ENGINEER OF RECORD. TH18 SHEET SIMPSON STRONG-TIE ACRYLIC TIE(REPORT ER-5791)SHALL BE USED IN ALL DRILLED AND EPDXIED TABLE 4.8-1: NAIL SIZE LEGEND THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 Mibs ER TORQUE -� INTERIOR BEARING WALL CONNECTIONS TO CONCRETE. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MUST DIN. CHANGES IN MOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING MATERIALS WILL BE EMBEDDED TO THE DEPTH SPECIFIED ON THE PLANS IN A HOLE DRILLED 1/18"GREATER REINFORCING IN DIAMETER EFFECTIVELY ELIMINATE THE PRE-LOADING CAUSED BY THE INITIAL TIGHTENING OF THE NUT.AFTER WV/#5 THAN THE DIAMETER OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR 184 COMMON 0.18C' 31/2' ALL ROUGH-INS OF THE MECHANICAL AND ELECTRICAL TRADES ARE COMPUTE,AND PRIOR TO ■ �� EACH CELL FILLED INSTALLATION OF INSULATION,RE-TIGHTEN THE UPPER HEX NUTS TO 30&lbs OF TORQUE. PROPER INSTALLATION. 18d COMMON 0.148" 31/4" 12d COMMON 0.148" 31/4" KNEE-WALL FRAME 3.O SHOP DRAWINGS 10d COMMON 0.148" 3" 10d x 1Y2" 0.148" 111 r 4.10.1 ATC ALTERNATIVES SW -WOOD FRAMED SHEARWALL THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE REVIEW OF THE ARCHITECT AND 8d COMMON 0.131" 21/2' ENGINEERING,SHOP DRAWINGS SHALL BE SUBMITTED FOR VARIOUS TRADES INCLUDING BUT NOT 10d RINGSHANK 0.134" 3" BAY WINDOW HEADER FASTEN 7/18'088 TO FRAMING WITH 8d COMMON AT 3"ON CENTER LIMITED TO,FABRICATED STRUCTURAL STEEL;REINFORCING STEEL FOR CONCRETE AND MASONRY; 8d RINGSHANK 0.134" 21/r ON EDGE AND 1Z"ON CENTER IN THE FIELD.BLOCK ALL PANEL ANCHORS;PREFABRICATE WOOD TRUSSES. 04 04 EDGES IN SHEARWALL WJ 2x4 BLOCKING TO FIT TIGHT BETWEEN ATC MAY NOT BE APPLICABLE DUE FA SEN E PACKED SOLID. IN THIS EVENT,IT IS ACCEPTABLE TO FASTEN EACH JUNG GROUP TO STUDS. PLACE DBL STUDS AT EACH END OF SHEARWALL WJ SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE INFORMATION FOR THE PRODUCTS OR BAY THE TOP AND BOT PLATE W/DSP OR(1)MSTA24 W/(5)10d IN N SIMPSON MSTA24 IN EACH STUD TO BEAM BELOW. SOLE PLATE TO COMPONTENTS TO BE SUPPLIED,SUBMITTAL INFORMATION SHALL INCLUDE,BUT NOT BE LIMITED TO: 4.7 WOOD STRUCTURAL PANEL WINDOWS PLATE AND m I&L STUDS. BOTTOM PLATE TO SLAB M9 Y"x W 00 L 0 BEAM WJ 12d COMMON NAILSL a 4"O.C. MEMBER SIZES AND DIMENSIONS: FINISH AND MATERIAL COATINGS TO BE FURNISHED:INFORMATION F-W AND EMBED BOLT W/WASHER. DIRECT CONNECTION OF STUDS TO LL" REGARDING CUTS,COPES AND HOLES REQUIRED FOR OTHER TRADES:END CONNECTION;CAMBER AND ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SMALLER SLAB W/LTT208 WWYZ"x 8"EMBED ALL THREAD ROD ISQD OTHER DEVIATION FROM UNE;SPECIAL ERECTION AND/OR INSTALLATION PROCEDURES INCLUDING SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD ASSOCIATION. ACCEPTABLE. LTT20B MAY BE RECESSED IN SLAB. _ WOOD FRAMING CONNECTION HARDWARE REQUIREMENTS FOR TEMPORARY STABILIZATION. U ' UNDER TRUSS SPECIFIED ON PLAN. THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL DRAWINGS,OR PORTIONS ALL PANEL END JOINTS SHALL OCCUR OVER SUPPORTS AND SHALL BE STAGGERED ONE WOLF PANEL LENGTH FROM C4 N N GPLACE STUD GROUP N T. N m NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS(UNO). THEREOF,INTO SHOP DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS PROJECT. ADJACENT PANELS. PROVIDE Ys INCH SPADE AT PANEL ENDS. CONNECT TRUSS TO STUD GROUP WITH(2)LG72 VW(28)16d SINKERS TYPICAL HEADER M y CO NECT TRUSS W(20104. IF USING LGT2 ON SINGLE PLY TRUSS, THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR CONFORMANCE _ V APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG W/(16)16d WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN WOOD STRUCTURAL PANELS SHALL BE INSTALLED AS FOLLOWS: HDR SPAN CONNECTION(END OF EACH HEADER) LLL• CONNECT STUD GROUP TO SLAB WITH H1T22 WW(32)18d. THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE (1) EXTERIOR WALLS:MIN t5/3z"32/18 SPAN RATED OSB OR 5-PLY PLYWOOD W/Sd COMMON:9"O.C.AT CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS PANEL EDGES, D O.G.IN THE FIELD. � B PLYWOOD(3-PLY OR BETTER WlBd RING TOP PLATE TO KING: MSTA24 W/(5j 104 IN TOP J Q SUBSTITUTION OF TRUSS TO STUD GROUP CONNECTOR RATED FOR 2 ROOF DECK SHEATHING:MIN 5/� 32/18 SPAN RATED OS OR ( ) 32008 UPLIFT(Cd-1.80)ACCEPTABLE IF APPROVED BY EOR RESPONSIBLE FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. SHANK NAILS:8"O.C.AT PANEL EDGES,8"O.0 IN THE FIELD. ROOF SHEATHING SHALL SPAN OVER A MINIMUM LESS PLATE AND(7)10d IN KING. OF(3) NAILS: TB. " T�E-0" KING GROUP TO SLAB:,LTT20B OR HTT16. (10)16d O PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. (3)FLOOR DECK SHEATHING:3/4"T&G PLYWOOD W/10d COMMON.8 O.C.AT PANEL EDGES,12"O.C.IN AND 2 x 7"EMBEDMENT ATR. ONUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS(UNO). 4.0 MATERIAL SPECIFICATIONS THE FIELD. Y CONNECT TRUSS TO STUD GROUP WITH(1)LGT2 VW(28)16d SINKERS (4) PORCH DECK SHEATHING:3/4"T&O PLYWOOD UNDER CONCRETE TOPPING,SEE ARCH DRAWINGS. a OR(2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, 4.1 WOOD (5)PORCH CEILING BOARD:MIN 7/18" TOP PLATE TO KING: (2)MSTA24. EACH W/(5)10d 24118 SPAN RATED OSB OR PLYWOOD(3-PLY OR BETTER) IN TOP PLATE AND(7)104 IN APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG VW(16)16d. � INSTALLED PERPENDICULAR TO SUPPORTS W/8d COMMON:W O.C.AT PANEL EDGES 8"O.C.IN THE FIELD. CONNECT EACH STUD IN STUD GROUP TO BOTTOM PLATE WITH ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATIONS OF THE V-7 KING• O SPH4/6 WW(10)10d. PLACE 1/2"ANCHOR BOLT AND 2"SQ WASHER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 3" WITHIN OF STUD GROUP CONNECTING BOTTOM PLATE TO SLAB. 4.8 PRE-ENGINEERED WOOD ROOF TRUSSES AND "x 7"EMBEDMENT ATR. KING GROUP TO SLAB: LTTZOB OR HTT18. (10)184 � SUBSTITUTION OF TRUSS TO STUD GROUP CONNECTOR RATED FOR ALL LUMBER SHALL COMPLY WITH PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND WITH THE 5 17855 UPLIFT(Cd■1.80)ACCEPTABLE IF APPROVED BY EOR APPLICABLE RULE OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK 1 (0 C: EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH ROOF TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANER DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. FABRICATION DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH TOP PLT TO KING: (3)MSTA24. EACH W(5)10d PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. GRADING RULE REQUIREMENT& IN TOP PLATE AND(7)10d IN ~ 2b ANSUTPII-2002 AND SUBMITTED 70 THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. TEMPORARY BRACING DESIGN SHALL KING. O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS(UNO). BE THE RESPONSIBILITY OF THE TRUSS ENGINEER AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. T-12 cu ALL STUDS CONNECT TRUSS TO STUD GROUP WITH(2)LGT2 V16(28)16d SINKERS DS SHALL BE NO.2 SPF(UNO). KING GROUP TO SLAB: (2)LTT20B W/(10)18d AND Y2 0 OR(3)HTS WW(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, TRUSS LOADING "x12"EMBED ATR WNVASHER OR U APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG VW(16)16d ALL DBL PLATES IN VERTICAL FRAMING SHALL BE NO.2 SYP(UNO). GROOF TRUSSES EXPOSED TO WIND SHALL BE DESIGNED FOR ASCE 7-02120 MPH EXPOSURE C PARTIALLY ENCLOSED BUILDING HTT18 W/(18)18d AND g/e"x12" CONNECT STUD GROUP TO BEAM BELOW WITH(3)MSTA24 W(18)10d � SUBSTITUTION OUPTRUSST TO STUD GROUP CONNECTOR RATED FOR ALL RAFTERS AND JOISTS SHALL BE NO. SYP(UNO). DESIGN. TRUSSES SPANNING OVER EXTERIOR PORCH AREA ARE TO BE DESIGNED WITH AN INTERIOR PRESSURE ATR. COEFFICIENT OF 1.0 APPLIED TO THE UNDERSIDE OF THE TRUSS BOTTOM CHORD FOR THE LENGTH OF TRUSS EXPOSED 32008 UPLIFT(Cd-1.80)ACCEPTABLE IF APPROVED BY EOR d NO CUTS,HOLES,OR COPES REQUIRED FOR OTHER TRADES IN STRUCTURAL WOOD FRAMING WILL BE TO PORCH AREA. HIGH UPLIFT HEADER ZO PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. 3b NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS(LINO). T AND OTHER �I�1'HDE DRAWINGS.E8 SHALL BE DESIGNED TO SUPPORT THE LOADS INDICATED BELOW AT THE SPACING INDICATED OP PLT TO EACH KING: MSTA24. EACH W!(e)10d F LL PLATES IN TOP PLATE AND(8)10d IN O CONNECT TRUSS TO STUD GROUP WITH(1)LOT2 VW(28)16d SINKERS PRESSURE TREAT ALL WOOD WITH WATER-BORNE PRESEVATIVES ALL LUMBER OR SI CO NECT TRUSS 104. IF USING LGT2 ON SINGLE PLY TRUSS, WOOD WHICH MAY BE EXPOSED TO WEATHER OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH a. UNIFORM TOP CHORD DEAD LOAD................. 20 PSF. KING. � APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG VW(16)18d REQUIREMENTS OF AWPB STANDARDS C2 AND UP 72. b. UNIFORM TOP CHORD LIVE LOAD .................7 PSF FADER TO JACK STUD: MSTA24 W/(8)104 IN HEADER AND u� Z 13 CONNECT STUD GROUP TO BEAM BELOW WITH RG Wf A24 W(18)10d c. UNIFORM BOTTOM CHORD DEAD LOAD.............. 5 PSF. (10)104 IN JACK ti & W a z 2 D ALL METAL FASTENERS AND CONNECTORS INSTALLED IN PRESSURE TREATED LUMBER SHALL BE d. UNIFORM BOTTOM CHORD LIVE LOAD ............. 10 PSF `JNG GROUP TQ SLAB: (1)HTT22 WI(32)16d SINKERS AND 5/s" � Q 3 m D D W IL E m SUBSTITUTION OF TRUSS TO STUD GROUP CONNECTOR RATED FOR x15"EMBED ATR. ° _ W Y F 0 z 17855 UPLIFT(Cd=1.80)ACCEPTABLE IF APPROVED BY EOR PROTECTED IN ACCORDANCE WITH TABLE 4.3.1 BELOW d. MINIMUM NET UPLIFT z U n ° p MWFRS ................................... 30 PSF CK AND KING STUDS: (2)ROWS 12d Q 8"BETWEEN ADJACENT mj it D D _ I- z o w a m m C$C . D_ ••�.•45PSF JACKS AND KINGS r �� � m ? pma �j � � � FRAMING KEYNOTES: TABLE 4.3-1: FASTENERS IN PRESSURE TREATED LUMBER a. LATERAL LOADS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE. ATC UPLIFT ANCHOR NOTES: CO W m a o W o h. m E - o J 1. FASTENERS USED TO INSTALL THE ABOVE SPECIFIED CONNECTORS MUST BE Z 0 a W p W o ° x PRESERVATIVE THE TOTAL LIVE LOAD WHEN THE TOP CHORD LIVE LOAD IS ACTING CONCURRENTLY WITH A BOTTOM CHORD LIVE LOAD p o E W E > W Z Z 0 N0.2 SYP BEARING BLOCK FASTENED TRUSS ACTING CONCURRENTLY OVER THE ENTIRE LENGTH OF THE BOTTOM CHORD MAY BE REDUCED 75%IN ACCORDANCE WITH EMBEDDED INTO SOLID WOOD. FASTENERS INSTALLED BETWEEN STUDS ARE NOT lA Z aa. D a y w W m m ® D z I] " A &NON-DOT CONNECTORS MUST HAVE Z-MAX,G120 OR TRIPLE ZINC COATED FINISH. FBC 1809 i IC. ALTERNATIVES a m a H i = W p z v z AW/124 COMMON NAILS. USE(2) ROWS 3 CQ O.C.FOR 2x4 BLOCK OR(S)ROWS 0 S O.C. BORATE ALL FASTENERS MUST V HOT DIPPED GALVANIZED. 2. ALTERNATIVES ARE NOT APPLICABLE FOR SWS WHICH TERMINATE AT A HEADER. Z a =a a ,a2 a �Fl ECTION CRITERIA 3. WHEN UTILIZING THE MSTA24 TOP PLT TO STUD CONNECTION AS SHOWN BELOW, I- z Z W O z w a 0 F ° 0 FOR 2x8 BLOCK - SODIUM BORATE STAtiDARD FINISH IS ACCEPTABLE(LINO) ALL TRUSS TO TOP PLATE CONNECTIONS MUST BE INSTALLED ON THE SAME FACE ° W a m p bf o a THE DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THE CONTRACT OF THE TOP PLATE. m 0 a a n W o w w z w o<2 Z ATOP PLATE SPLICES TO BE BRIDGED W/(2) j MSTA24 W/(18j 104 COMMON EACH,(1 j ACZA NOT RECOMMENDED. STAINLESS CONNECTORS AND FASTENERS DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: LL, wwz� w Z ° 6� < z 0 4 z �I= W p STRAP EACH FACE OF WALL REQUIRED. Z z W a W L E z Z I-o M P W i a. THE DEFLECTION DUE TO LIVE LOAD SHALL NOT EXCEED THE SPAN LENGTH/360. = } zapww & 3iza = o OR BEAM WITS b. THE DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT EXCEEED Z z m p a n z m z Q P z ; I a FASTEN MEMBER TO HEADER 4,2 MASONRY ' ACONNECTOR APPROVED BY THE SPAN LENGTH/240. TRUSS TO TOP PLT Z W z � Z W � m W E V W/(20)104 OR EQUAL CO C CONNECTION MUST BE LL = Qz > z = SnWE � pWa � EOR,RATED FOR 1,450#UPLIFT(Cd=1.80) ALL MASONRY UNITS SHALL HAVE fm=1,500 psi AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S GROUT OVER FULLBED. EVERY OTHER COURSE SHALL BE EQUIPPED WITH 9 GAGE LADDER TYPE JOINT REINFORCEMENT. TO INTERIOR FACE OF Q a= z - < D z W D z 0 E SCHEDULE 7_ � zna �6nImp = W z 4.9: SIMPSON METAL CONNECTOREXTERIOR FACE WALL . p W • a ►- • _ ° D g ALL GROUT TO MIXED PER ASTM 0478 STANDARDS. tC=3,000 PSI. OF WALL MSTA TO TOP PLT W/(5) 3 N a m a O�7 ? n AFASTEN MEMBER TO HEADER OR BEAM W/(2)HTS 0 L W/(20) 104 EACH OR EQUAL CONNECTOR APPROVED (5)ed COMMON IN RAFTER 104 x 1.5"COMMONS EACH END 104 COMMON LJ BYE RATED FOR 2 UAL UPLIFT Cd R AP VERTICAL WALL REINFORCING TO BE ASTM A815 GRAD W REBAR H2.5 (5)8d COMMON IN TOP PLATE MTS12 m Z SHEET NO.: OR, ( 0 ST-0 LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 24" - (4)8d COMMON IN RAFTER FASTEN MEMBER TO HEADER OR BEAM W/(3)HTS (4)8d COMMON IN STUD SPH4/SPHS (12)104 x 1.5"NAILS IN STUD MSTA TO STUD W/(7)104 F_VERTICAL REINORCING TO HAVE 8"BEND INTO BOND BEAM. DOWELS TO HAVE B"BEND INTO FTG H3 COMMON Structural W/(20) 10d EACH OR EQUAL CONNECTOR APPROVED BY EOR,RATED FOR 4,350# UPLIFT(Cd=1.80) (5j 10ebc1 U2'COMMON IN RAFTER (�Ij 104 COMMON IN STUD MSTA INSTALLATION a Sllnlnlal'�/ WELDABLE DOWEL BARS TO BE ASTM A708 STEEL H8 (5)10dx1 112"COMMON IN PLATE 83P (1)104 COMMA IN PLATE 0: O JOB NO.: 1.0 DESIGN CRITERIA AND GENERAL STRUCTURAL NOTES4.3 PRE-CAST MASONRY LINTELS HTT16 (IS)18d COMMON IN STUD A35 (12)8dx1N�"COMMON NAILS U AND STRUCTION WORK SHALL CONFORM TO THE MOST RECENT EDITION OF THE FLORIDA (NOTE 1) WJ NUT AND 3"SQUARE 518"0x8"EMBED ANCHOR IN CONCRETE BOTTOM PLATE ANCHOR � sueDlvlsloN: ALL DESIGN CON ALL PRECAST LINTELS TO HAVE ONE 05 BAR CONTINUOUS AT BOTTOM OF LINTEL BUILDING CODE. WIND LOADS SHALL BE CALCULATED PER ASCE 7-02. STRUCTURE HAS BEEN CLASSIFIED A8 (32)18dSiNKERS IN STUD (14)18d SINKERS IN HEADER WASHFJ2 ADJACENT TO � AN ENCLOSED STRUCTURE WITH AN IMPORTANCE FACTOR OF 1.0 AND HAS BEEN DESIGNED FOR 120 MPH EXP PRECAST LINTELS USED OVER WALL OPENINGS ARE TO HAVE CELLS FILLED SOLID ABOVE LINTEL CONTINUOUS HTT22 5/8"0x8"EMBED ANCHOR IN CONCRETE HUS28 (8)184 SINKERS IN JOIST 0 C WIND LOADS"TH AN INTERIOR PRESSURE COEFFICIENT OF 0.18. TO TOP OFWAt.L (NOTE 1) � STOP PLATE AT LL BOND BEAM REINFORCING IS TO BE CONTINUOUS THROUGHOUT INCLUDING WHEN LINTEL IS COINCIDENT WITH ..e. ) l COMMON �u BEAM nn„no T'H1S DRAWING HAS BEEN PRODUCED ENTIRELY ON APEX TECHNOLOGY'S CARD SYSTEM. ANY OTHER HDQB.SD�{ (ZO)SDS Ya x 3 SCREWS IN STUD GROUP HU410 ���� ��.......,,,+���+��.�..v�.. NES OR SYMBOLS OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES,HAVE BEEN MADE BOND BEAM 718"0 x12'EMBED ANCHOR IN CONCRETE (10) 104 COMMON IN BEAM - LOT NO.: LETTERING,U , WITHOUT THE AUTHORIZAION OF APEX TECHONOLOGY ENGINEERING SERVICES AND ARE INVALID. T HAVE MIN 4"BEARING AT EACH END. (18)180 COMMON IN HEADER U LINTELS O LGT2 (14)184 SINKER IN WALL FRAMING HUC410 Z THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES,UNLESS NOTED (18)184 SINKER IN TRUSS (10)104 COMMON IN BEAM CONSULT MANUFACTURE SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF LINTEL PACK ALL STUDS SOLID 0 FLOOR PLAN: OTHERWISE. THE ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. AT CORNER W./(2)ROWS MGT (22)10d COMMON IN GIRDER 31'HD14 (38)184 SINKERS INTO STUDS 104 COMMON Q NJ"O.C. o Blankenbaker Res. STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. (WET EMBED) BOTTOM PLATE HOLD-DOWN AT PACKED OUT Z DESIGNED: ALL WINDOWS AND DOORS MUST BE TESTED TO RESIST THE DESIGN WIND LOADS LISTED IN TABLE 1-1 AND 4•'4 CONCRETE TION DRA111AI+IOS, CONCRETE USED TO FILL MASONRY UNITS SHALL HAVE ta=3,000 psi (10)104 COMMON CORNERS U JPA MUST BE INSTALLED IN ACCORDANCE WITH MANF.INSTALLATION MSTA12 RENEWED: WIND LOADING (Cd=1.60) CONCRETE FOR SLABS ON GRADE SHALL HAVE to-3,000 ps1. MSTA24 (18)10d COMMON MGK ASCE 7-02,3S GUST HAVE ft=3 BASIC WIND SPEED 120 mph CONCRETE FOR STRIP FOOTINGS SHALL ,000 psi EXPOSURE CATEGORY C = MSTA36 (28)104 COMMON Q(( REVISIONS DATE IMPORTANCE FACTOR 1.0 CONCRETE FOR SPOT FOOTINGS UNDER STEEL COLUMNS SHALL HAVE fc 3,000 psf Q BUILDING CATEGORY 11 ATCONCRETE FOR SLABS ON GRADE AND CONCRETE TOPPINGS SHALL BE EQUIPPED WITH (12)104 x 1.5'COMMONS IN RAFTER ENCLOSURE CLASSIFICATION ENCLOSED m ' INTERNAL PRESSURE C -FF EN SHEET 8 x 8 x WI A x WIA WELDED WIRE MESH AT MID-DEPTH. HTS20 (12)10d x 1.5"COMMONS IN STUD 0 C&C DESIGN PRESSURES (see tame 1) SOIL BEARING CAPACITY 2000 PSF NOTE 1: ANCHOR EMBED IN CMU TO BE 12-INCHES W 4.5 STEEL TABLE 1-1: COMPONENT AND CLADDING DESIGN PRESSURES ALL STRUCTURAL STEEL DESIGNED PER A.I.S.C.ASO MEDONANDISToBEFABRICATEDOFTHE 0 EDITION FOLLOWING STRENGTHS: w 0 ARMInterior Zone End Zone WIDE FLANGE SHAPES AND CHANNELS Effective (psf) (psf) STEEL TUBES Wind Area ALL OTHER STEEL 0-20 sq.ft. +36 -09 +36 -49 ALL CONTINUOUS HORIZONTAL REINFORCEMENT SHALL HAVE 90 DEGREE BENDS AT CORNERS AND SHALL HAVE0 i 25"LAP AT SPLICES. F- I 21 -50 sq.ft. +35 +35 .45 ALL REINFORCING BARS SIZE 113 OR GREATER SHALL BE ASTM A815 GRADE 80 REBAR U 51 -100 sq.ft. +33 -06 +33 -41 WELDED DOWEL BAR REINFORCING SHALL BE ASTM A705 WELDABLE STEEL Q 101-200 sq.ft. +31 -33 +31 _38WELDED WIREFABRIC TO BE ASTM A 185. } TRUSS HANGERS,CONNECTORS,STRAPS, AND THE LIKE SHALL BE HOT DIPPED GALVANIZED IN A MANNER 0 SEE WALL FRAMING PLANS:FZ=END ZONE IZ=INTERIOR ZONE. CONSISTENT WITH THE CORROSIVE SALT ENVIRONMENT OF THE OCEANFRONT. 0 0 Z THS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AS SUCH,THE BUILDER MUST SUPPLY LLJ OPENING PROTECTION IN ACCORDANCE WITH FBC 2004 SECTION 1800.1 A AND/10R V H FRC 2004 SECTION 301.2.12 AND LOCAL BUILDING JURISDICTION X W Q JE ARNESGN, P.E. P.E. a. 58544 ;3-22-0,7 C/ s � " 4"CONCRETE SLAB W/&d W1.4 x W1.4 WWF OR FIBER MESH 8"CMU CHAIR BLOCK W./(1) NO.5 CONT. I=STOP OF SLAB VAPOR BARRIER LZ NO.4 VERT REINFORCING EQUIPMENT/BERVICE PAD:ACTUAL PADS 4"OPTIONAL BRICK \\ UP TO 3 COURSES: 72"O.C. AND/OR WALLS MUST BE VERIFIED WITH BUILD LEDGE NOTED /�/ 4 TO 5 COURSES:4V O.C. SET ARCHITECTURAL PLANS AS LAYOUT FOUNDATION PLAN \\/\ AND/OR DIMENSIONS ON THESE STRUCTURAL PLANS ARE SUBJECT TO CHANGE. VERTICAL REINFORCEMENT TO \\ V a c a \\ HAVE 8"BEND AT BOTTOM 58'-8' ��`/ a N LEC 24'-d' 34'-fr ADDITIONAL NO.4 IN BRICK ` /�/ /\ \/�` 00 � O CAST-IN-PLACE FOOTING SPECS: LL FOOTING TO BEAR ON FIRM (1)STORY:8'x'18'VW(2)NO.4 CONT Ar UNDISTURBED SOIL (2)STORY:10"x24"W/(3)N0.4 CONT �NN 0 N m M V _ _ _ __ _ _� - ___ __ __ __ __ __ __ __ __ __ _ ---- - CU CMU STEM WALL SECTION LL SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN O o❑ ❑ BACK FILLING BEHIND A STEM WALL,PARTICULARLY WHEN IT IS J Q ❑ 00 0 — -- --- - -- -- -- -_--- _- -----•-- -- --- ° ____ __ __ ..._ _ __ —— —— —— --— — — 7 r- — — ——————- — - { ( RECOMMENDATIONS MAY BEOVER 4 COURSES HIGH. OOBTA NI D FROM THE S CONDITION ENGINEER OF RECORD. y ❑I I 1 ( I ( { I 4"CONC SLAB Wftd W1.4xW1.4 { I ( ❑ I I I I WWF OR FIBERMESH C 1 I Ip 1 F I I I b I ( 0'-0"A.F.F. W I I I I I I I _ { SEE ARCH. ❑ a I I I I I I ---0.--°-�--p- --a-P - OWGs. � { I ❑ ❑ p p ❑ ❑ ❑ i { I II 1 ❑ � oo - - - f 12" VAPOR BARRIER G4.. I { ( I (1)STORY:12"WIDE W/(2)NOA CONT. Z i I1 I I I 1 I I ( STORY:16"WIDE W/(3)NOA OR(2)N0.5 O { vaow �coN 3 I I CONT FM a 1 ❑ i 1 0 OI { BEMINo ST-4 I I I { ( I 2 } 1 { I I I I I BEARING CURB STEP SECTION W z 1 0 - 4 13 14 1 I1 I i I I I a3 - oa ° OW1, 6z 1 e I I ---_ - -- -- -� p ( 1 p 1 OOaZ 'Z' Zo- O°-JzZ ❑I I I f pp ❑ ❑ ❑ I p i d �WW Zo ® awg3wR 1 I I 1 ❑ _ __ ____ � I F.F. o � W � o W WLi0mm o i 1 I I I 1 0 r — U-BLOCK WJ(1)NOS (BEYOND) Z o 0 o L zW H W >jm g � p 1 I 1 I I I 1 CONT.i o: Co aW° anW1 = = j0inw 0 1 I ) I { I { 1 �, > z F1oaafOZILLo1_ oo 1 I1 I I { 1 I ❑ FINISH v1 owwwx 0 q � :3 w 10 i 1 z a FoorO _= LQz GRADE �,—.: —�,` — '"-�- m tsa � vnZWWzwo <lw I / \ \ \ .. / Z a W / / / / / / / /\/ fe - 0 � z �- a fF• OVO � iWY . ❑ 1 I I i Y W �ZZJ � �l l I I ' Z ?z>- ZQo - -IL �ola = o ( { I { I I ❑ 1 \//\//\// \\/ z WW° aaZW �Q � Z31 6 \/\\/\\/ 4"FLOATING CONCRETE SLAB W/6 6 W ;Z 0 l a W n ,- o w ; � O i I I NO. VERT REINFORCING7O.C. z v a H 3 0 z Y p z I ( I ( MAXW1.4xW1.4 WWF OR FIBERMESH _ x a z :~ z i n W - a � c 02 50 tjFC ❑I ? 3L1 I I I { 3 1 . oW � at--+ 1- IZO5 vaaa Onil- _ nn LL I ��/ CAST-IN-PLACE FOOTING SPECS z ❑ �" ❑ I ( \•\�� 1-STORY.8"x 16"W/(2)#f4 CONT. O STS 1 1 I 1 1 I 1 ( ADDITIONAL NO.4 2-STORY:10"x 20"W/(3}#14 OR(2)05 � p II 1 I I IN BRICK LEDGE g Structural I FOOTING TO BEAR ON Q { I { I ( I I I 4"OPT.BRICK LEDGE FIRM UNDISTURBED SOIL a Plans �•--� p NOTED ON FND PLAN I w JOB No.: `r { r DEPTH OF SLAB RECESS I 0 I ( O SHALL BE VERIFIED WITH 1 i ( I i I VERT.REINFORCEMENT TO HAVE BEND� V L BOTTOM ELEVATOR SHOP DRAWNGS {— — —— — ❑ I ( I O SUBDIVISION: O � CMU STEMWALL SECTION U- 1 1 2 ° I I I I p I I I � a Lor NO.: >� I 1 '� I I 1 1 1 I 1 v z oI I -- _--_ -- — I ( - -- p L — -- - -- -- -� 1 I I FLOOR PLAN: Q pL D. 0 0O j ro 0 0 00 I ° 1II 1 ° i A U Blank enbaker Res. 0 ° ZDESIGNED: _ ____ __ — N,SAY RH SEE PLAN 4 OR PAVERS, AC4 , JPA I 1 1 I I I 10 1 1 1 Ip 19 1 H I i -- -- -- — ---- -- - 1 REVIEWED: p i 1 I I p -- -- -- -— —— — — -- J o I od j //\ MGK Xx 0- 1 REVISIONS DATE I o 0 0 o I L _ ___ __—_ — - L — —— —— — —— —— —— % STEMWALL FOOTING CONTINUOUS UNDER GABA( /\\//\\/�//\\/�//\\ \\�\\\/\� Co OPENINGS STEMWALL BEYOND w wAND CONCRETE FTG, SEE PLAN 24'-8' 6'-g' &4r1d-d' \\ o• \\\j\//\ W o z o GARAGE OPENING FOOTING �= ' THIS FOUNDATION DESIGN ASSUMES A SOIL BEARING CAPACITY OF 2,000 PSF. SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE SOILS INVESTIGATION v PROFESSIONAL ENGINEER. SOILS REPORT aL PERFORMED BY A LICENSED FLORIDA PR co a SHALL INCLUDE SOIL BEARING CAPACITY AND BUILDING EARTHWORK REQUIREMENTS. 0 O J 0 W 1 / .� 1 ' Obi a- JEFF ARNESION, P.E. FOUNDATION PLAN a P. .3-22-07 d/o SY -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- NOTES: 1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE SHEET ST-1 BOND BEAM REINF. MASONRY WALL .2. IF HEADER NOT SPECIFIED, (SEE TYP WALL) ION CONTACT ENGINEER OF RECORD CONSTRUCT y i•. 3. SIMPSON ACRYLIC TIE ADHESIVE SHALL BE SPECIFICATIONS`+ USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. ANCHOR BOLT, FILL SOLID TO = aTHREADED ROD, OR DOWELED REINFORCING BONA BEAM MASONRY, MORTAR 8c GROUT: > ALL CMU TO HAVE MINIMUM fm=1,500 psi STEEL MUST BE EMBEDDED TO THE SPECIFIED x ' 2. ALL MORTAR TO BE EITHER TYPE"M"DR'S" DEPTH, INA HOLE 1/16"GREATER THAN THE _ DIAMETER OF THE ANCHOR. MANUFACTURER'S (1)IM5 CONT.IN 3. ALL GROUT TO HAVE MINIMUM ft=3,000 Psi m PRECAST LINTEL SPECIFICATIONS MUST BE FOLLOWED FOR • • VERTICAL REINFORCEMENT: PROPER INSTALLATION 1. ALL REINFORCEMENT TO BE GRADE 80 8Fx-1 BNT a, ALL LAPS BETWEEN VERTICAL REINFORCEMENT4. FASTEN PT STUDS TO MASONRY W/(2)ROWS MUM OF 24' REDHEAD TAPCON SCREWS SPACED 24"O.C., AND DOWELS TO BE A MINI GENERAL NOTES: 3, ALL DOWELS TO HAVE BEND INTO FOOTING STAGGERED. FASTEN ADJACENT PLIES W/(2) ROWS 10d COMMON 0 8"O.C.,STAGGERED. 2. ALL PRECAST LINTELS ARE TO HAVE ONE 4. AVERTICAL REINFORCEMENT TO HAVE 8"BEND INTO ALL, #5 REBAR AT BOTTOM OF LINTEL BOND BEAM, po BLOCK ABOVE MASONRY OPENINGS AT THE FOLLOWING TYPICAL O 8. AREAS OF 5. LOCATE i5 VERTICAL OVER 85 DOWEL ARE TO BE GROUTED SOLID TO TIE BEAM 5, ALL MULTI-PLY STUD GROUPS TO HAVE EACH PLY � � 4. TIE BEAM REINFORCEMENT 18 TO BE CONT. LOCATIONS' FASTENED TOGETHER W/(2)ROWS 10d COMMON N THROUGH ouT INCLuaNG ABOVE MASONRY 'c SECTION FOR REIN. -AT EACH CORNER NAILS SPACED W O.C.,STAGGERED. L OPENINGS. SEE TYPICAL WALL 5. CONSULT FLOOR PLAN&ELEVATIONS FOR -EACH SIDE OF OPENINGS EXACT COURSE COUNT ABOVE LINTEL -(2)EACH SIDE OF OPENINGS 12'-0" g, OF CONCRETE TIE-SEAMNT.-( SEGMENT AT TOP 6. CONSULT CAST-CRETE INSTALLATION SPECIFICATIONS AND GREATER OF WALL ING#14 CONT. (BOND BEAM � _ REQUIREMENTS. O.C. REINFORCING TO RUN CONTINUOUS THROUGH d' � FOR ADDITIONAL REQ -EXTERIOR WALLS:48.0 7. UNLESS APPROVED OTHERWISE,ALL LINTELS TO -AS SPECIFIED ON PLANS CONCRETE TIE-BEAM SEGMENT.) #5 VERT IN cel � HAVE MIN 4'BEARING AT EACH END DBL 2x8 TO FIT TIGHT BETWEEN HEADER SOLID FILLED CELLS UNDER BEAM c HORIZONTAL REINFORCEMENT: AND SILL SIMPSON A35 AT TOP ANDPROVIDE MOISTURE BARRIER FOR ALL 7, -' 1. ALL MASONRY TO HAVE LADDER TYPE JOINT BOTTOM UNTREATED LUMBER IN CONTACT WITH 018.O.C. NO.5 VERT IN SOLD MASONRY OR CONCRETE. FILLED CELL. (3)PLACES JREINFORCEMENT a' 2x8 PT NO.2 SYP SILL BOND BEAM CONSTRUCTION: AT CORNERS AS SHOWN ,, 1-STORY WALL: 8"x 8•DEEP CONTINUOUS U-�..00K BOND g, ALL METAL CONNECTORS SPECIFIED ON PIAN PLATE WJ(2)ROWS Yz•pip THRU BOLT MAX 32"O.C. - ': .. BEAM VNTH(2)X14 CONTINUOUS ARE IN ADDITION TO FRAMING FASTENER N H Q8TAGGERED REQUIREMENTS LISTED IN FLORIDA BUILDING Y 2-STORY WALL(2)COURSE CONTINUOUS CMU BOND BEAM ❑ ❑D ❑ O O ❑ CODE TABLE 2306.1 Q WAf/(2)85 CONTINUOUS ❑ O 9. ALL OSB/PLYWOOD TO BE INSTALLED SUCH THAT � Of -8•DEEP FORMED CONCRETE STRAND ORIENTATION/FACE GRAIN IS o 202 PT WOOD FILLER WITH PRECAST LINTEL TIE BEAM SEGMENT AT PERPENDICULAR TO SUPPORT FLITCH PLATE AS SHOWN. (2) SEE NOTE 10 CORNER AS SHOWN. SEE w ROWS Yz"DIA.THRU BOLT W MAX 48"O.C.STAGGERED. O NOTE 8 10. PRECAST LINTEL SPECIFIED ON PLAN TO BE INSTALLED IN f- PROVIDE NUT AND WASHER to 8'DEEP FORMED CONCRETE ACCORDANCE W/LINTEL SPECS ON THIS SHEET. FOR 0 C ON WOOD FACE DECK JOIST,SEE '" aL3 Yzx3 Yz x 9'LONG WJ(3)she. CLARIFICATION,LINTELS HAVE BEEN SPECIFIED ON PLAN AT � PLAN - DIA.THRU BOLT IN EACH LEG TIE BEAM SEGMENT AT LONG SPANS&QUESTIONABLE LOCATIONS TO INDICATE CORNER AS SHOWN. SEE D= W10x33 STEEL BEAM, NOTES ENGINEER HAS.REVIEWED THE APPLICATION. � SEE PLAN SIMPSON STEEL BEAM TO CONCRETE �� THA218,TYP ❑ TIE-BEAM SEGMENT WJ(2)6/e" � 11. FASTEN ALL MULTI-PLY ENGINEERED WOOD BEAMS WITH(2) V STEEL BEAM TO CONCRETE ;r1 ROWS 10d COMMON a 12"O.C.STAGGERED EACH PLY. TYP, Y PREDRILL HOLES FOR Y4" METAL TIE-BEAM SEGMENT WJ(2) 5/8" Gi DIA.x 12"EMBED ANCHOR. ---iii--- (� SCREW FASTENERS 0 24"O.C. DIA.x 12"EMBED ANCHOR. ST-2 SHIM AS REQUIRED SIMPSON HTT18 �� LINO. Q STAGGERED SHIM AS REQUIRED. " nP�g 12. (4)STUDS PACKED SOLID BETWEEN OPENINGS,SEE NOTE 4. p- W10x33 STEEL BEAM(CAMBER Ki FOR DEAD LOADS)- BEAM O D BEAM TO JACKS W/SIMPSON MSTA12. JACKS TO BEAM BELOW Z 3 0 ❑ 0 1-011 " O 4 ❑ W/SIMPSON MSTA12. ri---�SECTION 3/4 - 1 -0 ST 13. 2x12 NO.2 SYP BLOCKING TO FIT TIGHT BETWEEN JOISTS AS NOTED ON PLAN. 3/4"PLYWOOD TO BLOCKING W/10d COMMON N 6"O.C. BLOCKING TO PT PLATE W/10d COMMON TOENAILS a o Z q ST-2 o on O.C. ti a 4 Z G r ni WOOD FRAMED °° ❑ E 14. FOR PERMANENT BRACING REQUIREMENTS OF ti o = n 13 n�` m EXTERIOR WALL ❑ 00 2 PT NO.2 YP J 1 O.C. STEEL BEAM TO CONCRETE Ij 2x12 B KING BETWEEN TIE-BEAM SEGMENT WJ(2)5/e° PRE-ENGINEERED ROOF TRUSSES.SEE 2A,ST m o a z z o °W o a W W zW J - e1Jzz STUD TO SILL PLATE WJ. 06JOIST& E NOTE 13. 3 DIA.x 12"EMBED ANCHOR. ° ®4 13 r UM M f SPH6 SIM S410 -2 SHIM AS REQUIRED. O 0 L W d m 'o G It • FLOOR DECK as W18x28 y DLS4 WWFM .}i1 pwM ,�, W40D BEAM SCHEDULE __ -0 O FmzW4 � SSHEETST W 4Ia4DW� m0znx SEE SPEC O 3 a- _ CONCRETE TOPPING ❑ Imo- -@- T BEAM BEAM SIZE AND TYPE NOTES o m t e: a w j o 4 W OVER 3/a"FLOOR DECK 4x4xY4 BE ❑ TOP OF STEEL BEAM TO I 1- 1- 13 4 Z W 0 z 4 G o w NO.5 VERT G'IMAX4W STEEL COLUMN 3 MATCH TOP OF TRUSS O.C.AS SHOWN ST-4 8"DEEP FORMED CONCRETE NO m z z 4 n I_ z 0 F z o o a 2 z • + TIE BEAM SEGMENT AT z 4 O p A 0 - z -0 21.3 Yzx3 Yz x 12"LONG WJ(4)g/; CORNER AS SHOWN. SEE B11 MICROLLAM LVL W i - 0 �Z �W �F � � � m m u , DIA.THRU BOLT IN EACH LEG NOTE 8 1.9E-3'U2"x 15' D Z z => ZQazliboo4wo -- - STEEL BEAM TO CONCRETE TIE-BEAM - n, o z } o m W a m z z F s "DIA.x 12'EMBED MICROLLAM LVL z m o 4 o z z Q F z 3 j 4 O SEGMENT WJ(2) /a B12 ANCHOR. SHIM AS REQUIRED. 1.9E-31/2' x 16" Lu w Z W U >. W � g W 4 o v B11 4 =FZZZ _ 3 : � cW � x - - - - RETE a Pzc, 4i� uro =� Moz� - -_ -PRE-ENGINEERED O 8"DEEP FORMED GONG WOOD FLOOR JOIST, WOOD FLOOR TRUSS SIMPSON HU410 TIE BEAM SEGMENT AT MICROLLAM LVL R c0i ?3 N a n Q �i 1-Z u n SEE PLAN STEEL BEAM TO CONCRETE SIMPSON HTT16 WJ�'SQUARE SIMPSON HTT16 CORNER AS SHOWN. SEE o 613 1.9E-51/4"x 1119' OJ 2x WOOD NAILER WJ(2)ROWS •DIA TIE-BEAM SEGMENT WJ(2)5/s x Y4 THICK WASHER AT BOTTOM NOTE 8 U. THRU BOLT WITH WASHER EACH FACE DIA x 12"EMB®ANCHOR. FACE OF STEEL BEAM FLANGE O SIMPSON HTT18 7=I ST-2 48"O.C.STAGGERED SHIM AS REQUIRED. CJ�Ii --�- B14 MICROLLAM LVL O AT MAX 812 1.9E 1/2"x 16" 11. 1 11 D t� ~ 2 SECTION 3/4 = 1 -0 Structural D B15 MICROLLAM LVL 1.9E-3 1/2"x 15' d Plans ST-2 SIMPSON HTT18 W18x STEEL BEAM,SEE ❑ SIMPSON HW10 � JOB No PLAN BEAM SCHEDULE NOTES: V O 1. FASTEN 2-PLY AND 3-PLY MEMBERS W/(3)ROWS 12d a SUBDIVISION: 3/4 PLYWOOD o COMMON a 12"O.C.STAGGERED Ix TEEL BEAM TO FLOOR DECK SEE ,n (2)21(8-1/2 TOP� S r ❑ 2 PT 0.2 J STS 18"O.C. -0 2. FASTEN 2-PLY 3 Y2"MEMBERS WITH(2)ROWS Yi"DIA.THRU MATCH TOP OF TRUSS SPECS,SHEET ST m N BOLT WITH NUT AND WASHER a 1S"O.C.STAGGERED. PROVIDE Q ❑ 2"EDGE DISTANCE AT TOP AND BOTTOM. - Lor No.: n ❑ 2 Z ❑ ST-2 ❑ > FLOOR PLAN: SIMPSON HTT18 ❑ D o Biankenbaker Res. ZDESIGNED: - - - - - - ❑ ❑ B13 � JPA PRE-ENGINEERED ❑ ❑ O ❑ ❑ o TRUSS ❑ ❑ O O ❑ � REVEwED: WOOD FLOOR o O STEEL BEAM TO MASONRY WJ MGK (2)5/e"DIA.x 12'EMBED n_ n ANCHOR. SHIM AS REQUIRED. d ... - NO.5 VERT IN SOLID FORMED CONCRETE TIE-BEAMS SIMPSON PHDSA Q REVISIONS DATE 3 SECTION 3/4 1 O FILLED CELL (3) o BETWEEN WINDOWS: 11 ST-2 PLACES AT CORNERS I TOP AT 5'-8"A.F.F. O � AS SHOWN I TOP AT 14'-4"A.F.F. I ❑ ❑ o o m LO • o 4 STUDS UNDER STEEL - GARAGE DOOR DESIGN WIND GARAGE DOOR DESIGN WIND LU O LOAD(PSF): W BEAM ABOVE,SEE PLAN LOAD(PSF). +31.381-37.33 +31.38/-37.33 0 --EACH STUD TO SILL 8"x8"FORMED CONCRETE TIE-BEAM SILL PLATE TO BEAM W,.(2)ROWS Y. PLATE WJ SIMPSON gpNp eENrI R�NFoagNp 8"DEEP FORMED CONCRETE W DIA.THRU BOLT WITH WASHER @ SPHO TO LW3V11 r0 n�eMM J(2)NO.5 CONT. NO.3 STIRRUPS 01 Y 0. TIE BEAM SEGMENT AT EACH END AND AT 84"O.C. Asee� CORNER AS SH��' Std STAGGERED NOTES 2-STORY MASONRY WALL0 r CONCRETE TOPPING OVER AT STAIRS AND ELEVATOR _ % PLYWOOD H U u- zi NOTE: PREFAB AWNING ASSEMBLY TO BE DESIGNED BY OTHER. SHOP a ED TO EOR FOR REVIEW AND APPROVAL. N DRAWINGS TO BE SUBMITTED EOR THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS TO RETAIN (1) COPY FOR. RECORD REGION AND HAS BEEN DESIGNED AS AN ENCLOSED O STRUCTURE. AS SUCH, THE BUILDER MUST SUPPLY i OPENING PROTECTION IN ACCORDANCE WITH FBC 2004 W10x BEAM WOpo SECTION 1609.1.4 AND/OR FRC 2004 SECTION 301.2.1.2 AND U PRE-ENGINEERED FLOOR TRUSS LOCAL BUILDING JURISDICTION. wXX" 11- 1 11 W , N 314"= 1 -Q„ 1 l4 - 1 -0 4 SECTIO Q aIEFFR RNESON, P.E. CONSTRUCTION PLAN P. . . 5,3544 1st LEVEL WALL �-22-0� l 2. ,/ d WOOD BEAM SCHEDULE NOTES NOTE 1. FOR GENERAL NOTES AND KEY BEAM BEAM SIZE AND ME NOTES SPECIFICATIONS, SEE SHEET ST-1 NO. 2. IF HEADER NOT SPECIFIED, Y;STIFFENER PLATE, CONTACT ENGINEER OF RECORD L EACH FACE 821 MICROLA 2x8 PT N0.2 SYP SILL Ir M LVL Y;WEB STIFFENER MICR Lx 91/4" 3. SIMPSON ACRYLIC TIE ADHESIVE SHALL BE PLATE WJ(2)ROWS Y2"DLA. EACH FACE OVER USED IN ALL DRILLED AND EPDXIED 0 THRU BOLT Q MAX 32"O.C. ;• ' "• BEARING 2 JACK STUDS CONNECTIONS TO CONCRETE. ANCHOR BOLT, STAGGERED MICROLLAM LVL PREDRILL(6)5/is'DIA.HOLES o o B2 2 KING STUDS THREADED RO 1.9E-3112"x 111/4" D, OR DOWELED REINFORCING LAG SCREWS STEEL MUST BE EMBEDDED TO THE SPECIFIED FOR(3)Y4"DIA. EACH FACE,STAGGERED o DEPTH, IN A HOLE 1/16"GREATER THAN THE 2x12 PT WOOD FILLER WITH (4)sruos PACKED SOLID DIAMETER OF THE ANCHOR. MANUFACTURES ■ ■.■■ FLITCH PLATE AS SHOWN• (2) UNDER BEAM,SEE NOTE 5 BEAM SCHEDULE NOTES: SPECIFICATIONS MUST BE FOLLOWED FOR ROWS W DIA.THRU BOLT 2) 1. FASTEN 2-PLY AND 3-PLY MEMBERS W/(3)ROWS 12d PROPER INSTALLATION cn MAX 48"O.C.STAGGERED. PREDRILL HOLES FOR Y4 METAL COMMON a 12"O.C.STAGGERED PROVIDE NUT AND WASHER DECK JOIST,SEE SCREW FASTENERS Q?A"O.C. ON WOOD FACE 4. FASTEN PT STUDS TO MASONRY W/(2)ROWS PLAN STAGGERED 2. FASTEN 2-PLY 3 Ye MEMBERS WITH(2)ROWS Y2 DIA.THRU REDHEAD TAPCON SCREWS SPACED 24"O.C., PREDRILL HOLES FOR Y4 METAL BOLT WITH NUT AND WASHER 0 18"O.C.STAGGERED. PROVIDE SIMPSON SCREW FASTENERS Q 24"O-C• 2"EDGE DISTANCE AT TOP AND BOTTOM. STAGGERED. FASTEN ADJACENT PLIES D. W1 Ox33 STEEL BEAM,SEE PLAN THA21a,TYP STAGGERED ROWS 10d COMMON a 8"O.C.,STAGGERED. . TYPICAL LY PREDRILL HOLES FOR Y.METAL SCREW FASTENERS Q 24"O.C. (4)STUDS UNDER BEAM SECOND FLOOR ATC NOTE 5. ALL MULTI-PLY STUD GROUPS TO HAVE EACH 'G STAGGERED 1ST FLOOR BEAMS OR HEADERS IN FASTENED TOGETHER W/(2)ROWS 10d COMMON 04 0 ST 00 O ATC NOT APPLICABLE FOR WALL SEGMENTS LOCATED OVER DISTANCE BETWEEN ATOS AT EACH END OF THE HEADER IS GREATER THAN THE ATC NAILS SPACED 8 O.C.,STAGGERED. � lL. 11... 1 OI I WHICH THE DIST O� 1 1 /L� -� 1 - 6. 8x8"CONCRETE 71E-BEAM SEGMENT AT TOP SPACING THAT IS SPECIFIED. IN THIS SITUATION THE FOLLOWING STUDS MUST BE STRAPPED: „ 11. 1 1 3 DETAIL OF WALL W/(2)#4 CONT. (BOND BEAM U 1 1 11 I L 1 /4 1 0 TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TO TOP PLATE N 1 = - 2 DETA - WITH sOTHE AND TO BEAM/HEADER BELOW WMISTA38 WY(18)10d COMMON' �� REINFORCING TO RUN CONTINUOUS THROUGH 1 /4 1 0 ST-3 CONCRETE TIE-BEAM SEGMENT.) #5 VERT IN m 4 DETAIL ST-3 KIND S: EACH KING STUD TO TOP PLT 1N/SPH4l8 AND TO BEAMIHEADER SOLID FILLED CELLS UNDER BEAM U ST-3 MOW W/MSTA38 W108)10d COMMON. jil� 7. PROVIDE MOISTURE BARRIER FOR ALL LL C UNTREATED LUMBER IN CONTACT V1ATH u. SHEARWALL& DOUBLE STUD AT SHEARWALL ENDS TO BEAMIHEADER BELOW WITH MASONRY OR CONCRETE. J Q (2)MSTA38 W108)10d COMMON EACH. 8. ALL METAL CONNECTORS SPECIFIED ON PLAN 0 SIE IIE WHEN FLOOR SYSTEM EXCEEDS 18"DEPTH,USE SIMPSON CS18 ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING YU CODE TABLE 2306.1 Q 9. ALL OSB/PLYWOOD TO BE INSTALLED SUCH THAT 9 -,43 3 STRAND ORIENTATIOWFACE GRAIN IS No ss t T_ PERPENDICULAR TO SUPPORT st 10. PRECAST LINTEL SPECIFIED ON PLAN TO BE INSTALLED IN IW-• ACCORDANCE W/LINTEL SPECS ON THPESHEET- FOR 5 O PLAN AT C,n/ CLARIFICATION, LINTELS HAVE BEEN S F, S V V LONG SPANS&QUESTIONABLE LOCATIONS TO INDICATE ENGINEER HAS REVIEWED THE APPLICATION. cu O _ STEEL BEAM TO BEAR 8"OVER U �� Top PLATE. SHIM AS 11. FASTEN ALL MULTI-PLY ENGINEERED WOOD BEAMS WITH(2) ROWS 10d COMMON 4D 12"O.C.STAGGERED EACH PLY. TYP, Y _ - - - - - - - - - � REQUIRED � � LINO. (4)STUDS PACKED S SOLID UNDER T 12. {4) STUDS PACKED SOLID BETWEEN OPENINGS,SEE NOTE 4. GQ.. / BEAM POCKET INTO WALL MIN BEAM,SEE NO BEAM TO JACKS W/SIMPSON MSTA12. JACKS TO BEAM BELOW 0 ( 4)STUDS UNDER BEAM W/SIMPSON MSTA12. ABOVE FOR SUN DECK _..__ � � -_ 13. 2x12 N0.2 SYP BLOCKING TO FIT TIGHT BETWEEN JOISTS A3 STEEL BEAM co NOTED ON PLAN.. 3/4"PLYWOOD TO BLOCKING W/10d COMMON / (2)2x6-112 6r O.C. BLOCKING TO PT PLATE W/10d COMMON TOE-NAILS 0 Ln o 'z o 6"O.C. n ILE] 0 < Z0! 14. FOR PERMANENT BRACING REQUIREMENTS OF ti 4 0 _ u 13 o�` 4 BEAM PRE-ENGINEERED ROOF TRUSSES,SEE 2A,STS Wool o l I- z n o W 2 01q 0! 3 I ST-3 CONNECTION ST-3 QF}. yEjW ? OmQCa ]W BEAM ^ I O Lw O WWWIpOfAEDW. CONNEC ON ST-3 I N I Z 0LWW z � FW _1002Uz � D U OW d W W : Wm m N 6Lp <>aM1WWWFW0W v p Za-pWpa t~i 010O N ;( w � ZE4 C3 6 -J0< W 3 I m n<anWow W Z na41W 3 i z ( 03 w WWZ xaw U a w ��b- Z I Lu 2 I Z Zi> ZQ �z z t] Q ['°W " W I ST-r1 I tlooz }�m as a glZFO J ✓ i zWDanz IK a z3 � I- _ N Z W jE a = iW4 90 ® W0 t- E I 622 i Q I- I z F I- = z W 0 b It W C7 I LL =qz } z = n E � pW � (2 JACKSTUE)wz1INGSTUDS) N - - - - - - - - - - - - - - - - - - - - - - — _ � \ .aWaE 4 H _j II IDD Z I J \ STEEL BEAM TO BEAR B'OVER O Z 3 N a Q o l+7 I- ? v Z I / BEAM POCKET INTO WALL MIN(4) 1 TOP PLATE LJL p Z / STUDS UNDER BEAM a (4)STUDS PACKED SOLID UNDER z ��—� I NOTE 12 NOTE 12 I // ST-3 BEAM,SEE NOTE 4 O m N 622 m I / W10x33 STEEL.BEAM(CAMBER Y"FOR DEAD LOADS) Struatu ral £:a: (2 JACK STUDS/2 KING STUDS) W a � W / Plans w JOB NO. V LI. Z N z — O \ 2 NOTE 12 O / ( 2x1 NO SY JOI S 18" C. ( suaDlvlsloN: � NOTE 12 LL ST-4 m U.— LOT NO.: DBL OIST To cwu wl(�Rows �.• I b I Z EW SMI) I 1?O.0 8T/YOc1ER� � TAPCONS O I NOI I LOA 3 BEA�UNG >- FLOOR PLAN: 2 I W I o Blankenbaker Res. I ° ST- i I Z DESIGNED: N I I u JPA I i � REVIEWED: I MGK O •• 821 ° ° I I Q REVISIONS DATE ( N N I SIMPSON PH05 cA tV I I } SIMPSON PHD5 ❑ Civ (2)2x6-1/2J p � ° O ' W SW ❑ ❑ w SW �� rL � 12" RIMBOARD WJ(3)18d END NAILS IN EACH JOIST / MASONRY 2ND FLOOR WALLSZ AT STAIRS AND ELEVATORS / N o r : PREFAB AWNING ASSEMBLY TO BE DESIGNED BY OTHER. SHOP NOTE DRAWINGS TO BE SUBMITTED TO EOR FOR REVIEW AND APPROVAL. EOR 11_ 1 11 U TO RETAIN (1) COPY FOR RECORD 1 /4 - 1 -0 TION PLAIN- SUNSET DECK FLOOR FRAMING PLAN 1 /4" '-0112nd LEVEL WALL CONSTRUC � } ST-3 CONCRETE TOPPING OVER WOOD FRAMING. i LIGHTWEIGHT CO o SLOPE TOPPING TO DRAIN Z U W F- G. JEFFR P. NESON, P.E. Q P.E. 58544 3-22-07 / as / PLATE WOOD STRUCTURAL PANEL ROOF DECK CONCRETE TOPPMIG SEE SPECS,SHEET ST4 PLYWOOD FLOOR DECK SEE PRE-ENGINEERED ROOF TRUSS SPECS,SHEET ST-0 RECOMMENDED ATC ROD PLACEMENT PROCEDURE .: 1.PLACE HTT22 HOLDDOWN CONNECTOR AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. 21.4 2.PLACE RODS WITHIN 8"OF BEARING WALL ENDS. QD 3.PLACE RODS WITHIN W OF EACH SIDE OF EACH OPENING. 4.PLACE RODS BETWEEN THE RODS PLACED IN STEPS 1,2,AND 3 AT MAX 48"O.C.(UNO) HEADER TO TOP PLATE mo \—�—SIMPSON MT812,EACH FACE . . , . • . . 5.PLACE RODS AT HIGH POINT LOADS PER FRAMING PLAN. CONNECTION PER ■ DBL 24 NO.2 SYP TOP PLATE FASTENED \—�TRUSS TO TOP PLATE WJ W/(2)ROWS 10d COMMON 0IS-O.C. SIMPSON MTS12. TYP AT I NUT AND 3"SQUARE HEADER FRAMING STAGGERED(UNG). MIN 48'LAP W/(Z4) EXTERIOR WALLS,UNG. 822,SEE PLAN i wlex etas.tswul,eaa WASHER ADJACENT NOTES,ST-1. ).lod COMMON IN LAP. TO OPENINGS,TYP I 1. . 2xe PT w000 NAILER 1 1 .• • � � 76'tlNCIC etEEL PL/►tE x e'LONG x 6 WNW I DBL 2x8 NO.2 SYP HEADER OVER wj(41 A307 tFUd!eoLT 2X8 NO.2 SPF EXTERIOR WALL STUD 1 I . EACHSSIMPSON ARWAL E Q MAX 18"O.C.(O.U.N.,SEF PLAN) OPENINGS EACH SHEARWALL END 1 I, , I STUD(SEE OPTION $ � ' I I BLOCK ALL PANEL EDGES I I BELOW) _ i 1/2• DIA THREADED ROD MAX 48"O.0 WJ 12" EXTERIOR WALL SHEATHING. I I OPTIONAL: DSI STRAPS AT .- C EMBED INTO BOND BEAM. SEE FRAMING PLAN BLOCKING TO FIT TIGHT I TOP OF STUDS IF ATC L — AND ATC INSTALLATION SPECIFICATION FOR BETWEEN STUDS. (3)10d I I COUPLES ONTO HTT22& REQUIREMENTS COMMON TOE-NAIL AT EACH END i EXTENDS AT , TOP PLT. KING. 2x8 PT JAMB 48" I I ' V Of BLOC PT JAMB 1 S A TOP PLT: et 1/2"ATC,3"SQ WASHER AT � -C INSTALL THREADED UPLIFT ANCHOR AS FOLLOWS: I 4) 1 AT EACH END OF WALL SEGMENT 1 I TYPICAL OPENINGS 1 AT EACH END OF OPENINGS I I I -518"ATC,3'SQ x 1/4"THICK M HIGH UPLIFT CONNECTIONS NOTED ON PLAN I I I WASHERS AT TOP PL MAX 48"O.C.BETWEEN FIXED LOCATIONS i i 4x4 STEEL COLUMN PROVIDE BOTTOM ( HIGH UPLIFT HEADERS LL V 1 I. , i I L1 cu c PLATE NUT&1 Yz ADDITIONAL ATC ANCHOR QI LLj td J STRUCTURE PANEL WALL ROUND WASHER PER I I SHEARWALL)(MIN 1 PER Q WOOD STRUC ATC SPECIFICATIONS, CS SHEET SHEATHING,SEE SPE FILL SOLID WITH � � N0.2 SYP SOLE PLATE VV/12d ST-1,IN EXT WALLS& COMMON Q MAX 12"O.C. CONCRETE WITH i I MASONRY STEMWALL SHEARWALLS SIMPSON N HTT22 AT EACH SLAB POUR I I END OF SHF.ARWALLS AT SOLE PLATE,PROVIDE NUT AND r ROUND WOOD STRUCTURAL PANEL STANDARD WASHER AT CORNERS&AT EACH 1 1 Y END OF OPENINGS FLOOR DECK. SEE SPECS, WOOD STRUCTURAL PANEL SHEET ST-0 FLOOR DECK. SEE SPECS, L4 2SHEET ST-0 1 i ANCHOR EMBED: p . 1L CMU12" It LU GROUT CONCRETE W w MAX 48" PROVIDE BLOCKING IN f.. CM 2x8 PT NO.2 SYP SILL PLATE W/5/8"DIA x 12' EMBED POST INSTALLED THREADED ROD IN 10'-0" FLOOR SYSTEM R " _ REQUIRED UNDER LOAD � ADHESIVE ANCHOR 0 MAX 24 O.C. STEZEL�BASE PLATE II I( BEARING STUDS. RE-ENGINEERED WOOD FLOOR ADDITIONAL SILL TRUSS BEAM 12,SEE PLAN WJ(4)Y2"DU.x 12' PLATE ANCHORS EMBED ANCHOR 1N UNDER EA sFT�-� TYPICAL THREADED ROD INSTALL v �■'�� SIMPSON ADHESIVE SEE SH TYP C Y (2)COURSE CMU BOND BEAM W/NO.5 1A PARALLEL TYPICAL P I CAL TWO STORY a CONTINUOUS EACH COURSE TRUSSES ARALLE TYPICAL CAL 1 V YO STORY WALL REQUIRE BRACING I� EXTERIOR WALL SECTION 1/2"= 1'-Q" o sT-4 EXTERIOR WALL SECTION 1/2 1 4 3 ST-4 6 � OW Z 10 r PARTIALLY GROUTED EXTERIOR CMU WALL,SEE GENERAL PLAN NOTES& Q 0 Q3 pw OWw �ZO SPECS FOR HORIZONTAL&VERTICAL EINFORCINQ m0az zWo� ®AZZ � R n aF� wW - p ® aQ� 3zl' O WWa > 0 w a1k. 1, q — p NO.2 SYP SOLE PLATE lhll Z p a W it H F ° }W z p p p &G4 WWI' gom __zW' ' 12d COMMON MAX 12"O.C. � e �. <mml = W aHWC AT SOLE PLATE,PROVIDE -WOOD STRUCTURAL PANEL 0 rc _ 0 _ 0 0 Z FIW- 0a0WOZ�� pFpO r NUT AND 2"ROUNDco 4 STANDARD WASHER AT FLOOR DECK SEE SPECS, SHEET pW aZE0 O �mp < w CORNERS&AT EACH END � ri� "�`� TO MATCH CD Za4GWOwol-0- 160z j PROVIDE N0.5 DOWELS _ VERTICAL WALL REINFORCING. MIN OF OPENINGS 24"LAP. N 4"CONCRETE SLAB,SEE P4N RE-ENGINEERED WOOD I 2_ a W FLOOR TRUSS I W IL a WWz WaW5oO � WW Z z= } Zarczz3u0m< m0 0 - - a � - z = _ z ° 0anz — xQ z3 — W m z a 2x8 PT N0.2 SYP SILL I . y PLATE VW 5/8"DIA X 12" � �. 14'-0" � O Z } �• m W a a. tll _Z EYBED POST INSTALLED _ E � n • �j _ THREADED ROD{N z THR 4 = <zkL z� m <u 9 OB lllwmj�. 6j YFi 8"SOLID FILLED STEMWALL \ \ \ \ SUNGUNE Q z p Qi.F 52: 01 W p Z 0UPz3vil6lo I--� uu AND FOOTING,SEE PIAN \\ ADHESIVE ANCHORMAX \/\\ I ; \/\\/\�� — 2x4 NO.2 SYP DIAGONAL \\\\\\\\\\\ ( \/\\/\ BRACE 24 O C DIAGONAL ST-4 (2)COURSE CMU BOND BEAM BRACE TO FLOOR TRUSS OR W/NO.S CONTINUOUS EACH DBL TOP PLATE W/(3)10d ~ S@CtIOnS and COURSE COMMON TOE-NAILS AT 0 Details CL\\/\\\ • I- !, \\/\\\\/\ EACH .we NO U OR TRUSS BRACING DETAIL 1/2"= 1'-0" F LO a SUBDIVISION: 1A o ALL SECTION 1/2"= 1'_Q.. ST-� TYPICAL TWO STORY EXTERIOR W LOT NO.: ST-4 z FLOOR PLAN: o Blankenbaker Res. ZDESIGNED: CONTINUOUS LATERAL BRACE.QUANTITY AND LOCATION DEFINED _ JPA BY TRUSS SHOP DRAWING. U LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE REVIEWED: DO 80 WITH OVERLAPPING BRACES LIKE THIS MP EVERYWH� MGK (1)DIAGONAL BRACE PER(4)TRUSSES tl APPLIED TO BACK SIDE OF WEBS Q REVISIONS GATE Q (APPLIED TO BACK SIDE OFWEBSDIAGONAL BRACE PERm a p I.I w 1.1 LEGEND AND NOTES: w 11 1. ALL BRACING LUMBER T-BRACE, T43RACE FASTENED TO SHALL BE 1x4 No.3 SYP OR BETTER OR 2x4 No.3 SPF OR 0 WEB VW12d AT 8"O.C. I'I BETTER(UNO). T43RACE TO BE SAME u 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE F" SIZE,SPECIES,AND THOSE INDICATED ABOVE,IMMEDIATELY CONTACT THE ~ GRADE AS WEB TO BE ri ENGINEER OF RECORD FOR APPROPRIATE BRACING U LL APPLIED TO RONIT SI O BRACED. i i DETAILS. 1 ! 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER 0 ZTRUSS NEEDING BRACING 4. ALL FASTENERS SHOWN ARE 0.131'DIA x 3"LONG(LINO). J Z ----"-' SINGLE TRUSS BRACING w X� W •, TRUSSES a- JEFFR E544 P.E. LATERAL BRACING - MULTIPLE TRU a P.E. -07 3-2 -07