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Plans 1349 1357 Camelia new sfat 2011 / ST. JOHNS RIVER \# N E SITE DE) ELOPMEN fi � S.Q PLANS- *0N��R I vim,•.0o o 0 FOR Ld J0 I SITE1 1 WEST 14TH Z c STREET O w N `CAMELIA Q ! s STREET WEST 3RD I STREET t B U LEVAR D ATLANTIC nCAME,LIA STR ET �. E) UPLEX VICINITY MAP SHEET INDEX CAM". IA STR SHEET NO. DESCRIPTION 1 COVER SHEET AT ANTI(.'.. B ACI I F RII)A 2 EXISTING CONDITIONS AND DEMOLIITON PLAN 7 3 GEOMETRY AND UTILITY PLAN 4 ,AVING AND DRAINAGE PLAN 5 -, OP Tf .CTION DETAILS 6 GENWL,NOTES M cl cc Ln S C f6 J a a� .n O -a a a PREPARED FORA Ln M O N MB ACH S HA131TAT FOR H MANITY O L Q� O U zRAAVENUE 4-1 16� 1 F NCIS A H FLOR EIDA 233 ATLANTIC. BE C L 'I E I U N O - C O O W U Q U c Lu U Q U) O c E IL 3 m 0 ODry" j a� mLo fu L c GARY 4-1c REG. Na. 56919 au E U , O ti fI, a Ali BI S SANITARY MANHOLE TOP 10.27 i, I1 Ii k' 1I l g I3 1I I !f WEST 14th STREET 50 RIGHT OF WAY PAVED PUBLIC ROAD 110 11-0 F I1 € in ' Im 11=0 r I Im IIS j' I 1 f 1101THE NORTH 50, 00 FEET OF .....OT If ' m 1I SANITARY MANHOLE( " 4 -- (,STORK LID) - - - - - m - - - - - - - - - - - - - (S-I-ORM � TOP If MAP SHOWING SURVEY OF INV, N. = -0>90p LIFSTATION � � INV, E> - -0.93 1I LOT 1 I EXCER-T THE NORTH 50.00 FEET AND ALL OF LOT 2, BLOCK 225, INV. -0.36 8x WOOD FENCE SECTION "H"' ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE I s 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. iiLOT 1 i lFQUND 1/2" IRON 1 1 ; NOTES I N89-13'58"E 102.12 FIELD 9.9 z I1 'FIRE, CAP LB5488 ( ) , 10" LAUREL OAI4 1. THI% IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE (LOCATION. � o r � � � 10.2 N 89 02 00 '��. 102. 00 � 2. BEARINGS ARE BASED ON THE WE FOUND 1 /2" WESTERLY LINE OF Z-Q i g,< 00 K� IRON PIPE, CAPTIONED LANDS BEING NORTH 01 '16'00" WEST, AS PER � o I !� LAUREL OAK LAUREL O .. .� 2.6 CAP ILLEGIBLE PLAT. ilf UJ J i � �� 84 BUILDING RESTRICTION LINES PER PLAT. LAUREL OAK BAY 3. N Oa 4. BENCH MARK USED IS A RA11 ROAD SPIKE IN A WOOD M Ii 1 ...OT EXCEPT THE NORTH X0. 00 BEET 5" BAY POWER POLE, 120'± WEST OF THE -CENTERLINE OF MAIN xo 1 I- o Z 1A44' LIVE OAI , STREEIr AND 20'± SOUTH OF THE CENTERLINE OF LEVY ca. d- W ao i 1a zo Q , A0 ROAD. ELEVATION = 12.22 N.G.V.D. 1929, CONVERTED TO 1100 lljj,lillj� :' 35 TWT'" ! LAUREL 6 N.A.V.0. 1988 DATUM, EL. = 11.12 N.A V,.D. 1988. r m i O Q 19°� TRIPLE MAGNOLIA 32" LAUREL OA 1� OA � cn THE PROPERTY SHOWN FUER IV APPEARS � �rt M`� o O » n 0 0-I-' I g O, 2 ,g WATER AK 5 1 EAU TO LIE IN FLOOD ZONE X (AREA OUTSIC Q Q y THE 5400 YEAR FLOOD PLAIN AS WELL ,AS o i g� N QbE DETERMINED F# E FLOOD w 1 LAUREL OA CAN N SET BENCH MARK: Q 41 8,4 �e8 9,8 9 5 9.9 9.8 9.5 10> j FNSUFZANCE RATE IMAP COMMUNITY PANEL M a- �1 I � m No. 1Z0075 0001 D REVISED APRIL 17 MAGNAIL ISK f>1 > C41, cn m � 1989 [FOR THE CITY OF ATLANTIC BEACH,` LB3672) IN DGE OF I o DUVAL COUNTY, FLORIDA. PAVEMENT. i v u 0 EL. = 6.51 I'l.A,V,E , Q 3 i �! DRAWN BY: SWC 196 d- 1 I J ,-rr' FILE: 2011-0499 _10 11 O O L.._O T 2 o 0 W = O 18' WATER OA B" TRIPLE LAUREL OAK �Ill _ I OISO II > 4 ELMi O 1l `n m K 4 * ELM- m U 1I cu Ln I 1 m II a II i I J� •4.4" MAGNOLIA y WATER LEGEND V `� I `I 9" LAUREL 0 - - 1 fis' IMO 4<Oi 8.0 7,9 b8 iS - ----x-- SILT FENCE I FOUND 1 2 IRON 9.4 9.5 9.4 FOUND 1/2" IRON _ I _ 1I IPE, CAP ILLEGIBLE » 9.4 (J20" MAGt'` OLIA 2.4' 0.1' PIPE, CAP LB1048 ` 77 L ' i 1 , -` ! TREE TO BE PRESERVED SILT FENCE TREE BARRICADE S89 02 00 W 10 . (TYP.) If (TYP.) ( S89'07'41"W 102.05' FIELD ) �" J N I 1 # --OT 3 TREE TO BE REMOVED C)III ' SILT FENCE (TYP.CD ` 0 ' I LOT DISEASED TREE TO BE REMOVED N I1 C Ii I1 a DISEASED TREE TO BE PRESERVED SANITARY MANHOLE i 1 TOP = 9.67 i LO INV. N. = 0.60E INV, E. = 0,65 I1 Ln INV. S. = 0.67 II E INV, W = 0.79 I 1 S 0 10 0 5 10 1i i1 V) 1i SCALE IN FEET i1 cn 'm C FA. cu E. 0 D 11 I ! EI ' mm� mm � mm� mmmm � mmmmmmmm � �� SANITARY RY MANHOLE TCP 10.27 1I 11 I1 1I ! 1 I1 WEST 14th STREET 50' RIGHT OF WAY PAVED PUBLIC ROAD 110 1 ! w I-u I-u I1m II II - I1 SITE DATA SUMMARY: - I1 1. ZONING: RESIDENTIAL GENERAL (RG) 1 2. LAND IUSE: MEDIUM DENSITY RESIDENTIAL (RM) SANITARY MANHOLE 12" PVC PIPE (STORM LID) - - - - - - - - - - - - REQUIRED PROVIDED TOP = 10.0211 3. MINIMUIiM YARD REQUIREMENTS: INV, N. = -0.90 FRONT: 20' 25.17' INV, E. - -U,9, 1 , INV S -038 SIIfDE: 5 (15 COMBINED) 15.56 & 19.28 8' WOOD FENCE REAR: 20' 30.04' I I 4. MINIMUOM LOT WIDTH: 50' 70' ! p2" ( N89.13'58"E 102.12' FIELD ) (AT`BUILDING LINE) � I*G�N 1 � IRON Z I PIPE, CAP LB54 8 N89'02'00"E 102. 00' „ 5. MINIMUS LOT DEPTH: 100' 102' 01 11 FOUND 1 /2" z v ! . _9.5 ,P .2.6' PIPE, 6. MINIMUS LOT AREA: 6,200 SF 7,140 SF a I IRON ILEGIBLE I - � • G P 5 B.R.L. -' E 1 ! �, �? . • _ U' / 7. MAX. IMPERVIOUS SURFACES: 50% 31.5% Q a 1 '---� 8. MIN. FLOOR AREA (DUPLEX) 900 SF 1,733 SF .. x I- •�_� __ -- - ---- --2.5'- - -- -� (TOTAL FOR 2 RS) 0 1; I j / I _ Li N j 4 I 4 S M 1 0 \� I . I I ' o o NOTES: ! I; I J r C014TRACTOR SHALL VERIFY , p - I / I �I : E 'NACT1. REFER TO ARCHITECTUWPLANS FO(T' FLOW DIRECTION BEFORE _62 � 30.04BUILDING LAYOUT.INSTALLINGWYE IN SEWER MAIN ONOUTE � 2 STORY / CLEAo /T��- V 1'1 r -P °° BUILDING"' �'' I = `� p0 o �UPL +�� m rn 2. REFER TO PLUMBING PLANS FOR EXACT UTILITY 6 cv46.79' I I CQ •tr CONNE7TION LOCATIONS. CONSTRUCT 1.5" WET r / TAP CSD 4 WATER MAIN �,/ � � �I I4. 1 xXv I 5: 1 �I .5 4,1 I SIS S p m 3 0 , N 4' p I CUT IN 6" SANITARY SEWER LATERAL I I _.� PROVIIDE A SINGLE PAVEMENT . • cb - - . . I OVERLAY PER COJ CASE X DETAIL U . - 1" iv • --9.5 _ / co �- I AND E)<TEND AT LEAST 2' PAST X25 �,� %8.5-00• ENDS OF TRENCH CUTS 1 . • cn �' • • 9.5- • . U' - • -.8.5 - 5' B.R.L. - Y - - 2-6" CLEANOUTS ! 4•U' ® R/W LINE 1 " FOUND 1/2" IRON 1 FOUND 1 /2IRON } 3/4" METER AND 1" 1 PIPE, CAP ILLEGIBLE , 2.4 0.1 PIPE, CAP LD1 G 8 WATER SERVICE (TYP.) � � I S89°02'00"W 102. 00 _ 11 ( S89.07'41"W 102.05' FIELD ) 1 ! I I 11 { 1 11 it SANITARY RY MANHOLE ii TCP = 9.67 11 It INV. N. = 0.60 N INV. E. = D. 5 ! I INV. S. = 0.67 N o INV. W. = 0.79 !! o !1 ,! z V V S 10 0 5 10 1\\ X�/ SCALE IN FEET GARY A.ABBEY,P.E. REG. NO. 56819 II 3 � ..... ....., ..... ...... ..... ...._ __.. ....,, w� .... ..... ......'._.. ......_... ..... LL € € A 13ARY MANHOLE Q € € TCP = 10.27 11 W con UL f1 € € 1f I WEST 14th STREET 50 RIGHT OF WAY PAVED PUBLIC ROAD 110 € € 11-0 1 1< € 1n 1 €--fig T � 11 € € € € ! 1 € € € € € € f1 € € 6" THICK CONCRETE / SANITARY' HE 12" PVC PIPE GRASS DRIVEWAY (STORM LICA) -- - - - - -- - - - - - (TYP.) TCP = 10,02 INVz , = -0.90 1 € INV. F., W -0.9 I T STATION IAV. , -0r8 s i 8' CCU FENCE €€ 11 FOUND 1 ,/2" IRC „ , ) 9.9 10.1 , 15" CONCRETE € € PIPE CAP5� ( N89 13 58 E: 102.12 FIELD Z MES �� X0.0 102. 00 ♦ 10,s LAUREL OAK SITE AREA SUMMARY: 10.2 N 89 02 FOUND 1 /2" TOTAL SITE:; 7,140 SF Z o € 8,8 8.0 I IPC PIPE, Q U € € z . . . . 1 �,s L RSL OAK No LALIR AIS %MI_ .� .2. CAP ILLEGIBLE EXISTING PERCENT IMPERVIOUS: 0.0% J € " BAY PROPOSED I af O t € € • �- -' '�-® /� 1MPERVIOUS AREA: w €17 8 8 BUILDING%: 1, 33 SF / PAVEMENTTS AND SIDEWALKS: 514 SE Q ` 9. --•...� ( " BA's TOTAL: X € _ - ---- -------- 47 SF LJJ Q 1 0• ' PROPOSED [PERCENT IMPERVIOUS: 2 O 0 -, 10. 2,247 SF 7,140 SF W � • _, I 7 icn / 10.4 .. E ... � V _ I � 10.Ei7 - o X II 4'I�TEP ( 1 °' O A m € I CD ( ) O RETENTION tASIN CALCULATIONS: . I' ROOF OVERHANG i I 1 X84• LAC . O Q.. 1 I I • L = CD N VOLUME RElQUIRED: . . r x (TYP.) �--� I I # I a .. / \ 0 N VPOST 'CA(R/12) N 9.70 `� �'TORY� 10. 7 . ! „ :1 I •- 9. rn (0.43)0,140 SF)(9.3 /12) = 2,37+9 CF SET BENCH ARK: � �e8 �� 81 CD \ » CJPL �\ �� I I \ fTl V - ' A R 12 MAGh�AIL IISI 6 PRE - ( / ) LB02 IIS UGE �� / FIFE 11.E ( ) 7,140 SF 9.3 12 = 1 7 CF .70 o rn •2 i it it (0.20 )( "/ ) PAVEMENT, 1 [ ( ` �// �4 I5: 1 �I -n TOTAL VOILUME REQUIRED: 1, EL, 8.51 1. - CF 19 I �\ 0.67 i .S.S�' S.S. m VOLUME t `�I I 67 p E PR'�OVIDED: o ,...... r C� 0. i 0 a Ii I . (4-STEP) 10.67 \� I 10.55 18 ATER 'CA O ELEV. 9. 0 0 1 1 O II 1,909 5F ELEV. 8. 1,215 CF 520 v' �.. yEL SF m 3e € I - - - . Q o 1i 9' --- - ,� - -- - - - ---- / �� , t € € 8.9 10.0 4 LIQ _ TOTAL VQILUME PROWDED: 1, 15 CF U € �» 9.5- 55 .5 55 LF DOUBLE 8" - -► • . .._.. • • •d� . . -9.5 • • ____ . . 8.5 . . . P C DR-25 1€ 9.0 x3 u'� 4-4" I AG ( ) 11 WATER CAIS • • - - € 79 - �, ! • - ' ' 1'04g mo CONTACT PUBLIC WORKS (247 5834) FOR EROSION 15 CONCRETE # 19 LAUREL, i r'� s AND SEDIMFENT C TROL INSP TION PRIOR TO START MES € € 8,0 .9 FOUNDCal I 11/ �x IRC 49.5 9, FOUND 1/2 IRON OF ANY GROUND LEARING OR CONSTRUCTION z e PIKE, CAP ILLEGIBLE 9• U20" IAGIICLIA . 0.1P PIPE, CAI~' L8108 ACTIVITIES. 0 SILT FENCE € TREYS BARRICADE S89 02 00 W FIELD 2. 0 w (TYP.) 1 (TYP.) ( S89.07'41"W 102.05' ) W SILT IFENCE (TYP.) ' o uj SANITARY MANI-IOL.E z TCT = 9,07 11 INV. N. = 0.60 INV, E. = 0:05 11 INV, B. = 0.67 i i N o INV, W, = 0,79 o 11 0 11 z w 11 E" 11 w E Q S - S 10 0 5 10 \ SCALE IN FEET GARY A.A$$EY,P.E. REG. NCS• 56819 OPTIONAL POST POSITIONS SIDE VIEW END VIEW PAVEMENT METER BOX & COVER N �{E G ; CURB C PRINCIPLE POST POSITION H Z JOINT ` CURB STOP \ CONNECTK� TO BE COUNTER 20" TOWARD FLOW Z Z CORPORATION STOP MADE BY rCITY ORK - 3/4" CHAMFER H 3 METER PLUMBER IIF APPROVED I-= M i K Z 10" MIN. n FILTER FABRIC TOP VIEW D D UNDISTURBED �pIL I ( / / 22 5' WATER SERVICE LINE, LENGTH VARIES - + I I / / S FLOW -I C -1 A SET METER ON UNDISTURBED OR COMPACTED SOIL / / SILT FLOW DISTRIBUTION MAIN LOCATION OF MAIN MAY VARY, ADJUST CONSTRUCTION TO SUIT CONDITIONS. �� I _ I I I/ i-I -�I A 3/4' CHAMFER F G COMPETE' 4,000 P.S.I. STEYL #4 0 12" E.W., WITH 1 ilk NOTES: - I I - I OV91R PPE OPENING. (2' CLEARANCE 1. METER TO BE LOCATED AS SHOWN IN PLAN VIEW, PLATE NO. 7 D Oft STEEL, REINF. BARS, 1/2' T-T TOLLERANCE). 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. 3. METER BOXES TO BE PROVIDED & SET BY CONTRACTOR. METER POST (2" X 4OR BOXES TO BE DOUBLE WALL PLASTIC w/TOUCH-READ LID. 2 1/2" MIN. DI A. RCP/CMP A 8 C D E F G H X K L M N WOOD-STEEL 1.33 6' MAX. 4. CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER & MUST LBS/FT. MIN) 15' - 18' 2'-7' 2'-1" 6' 6" 6 3/4' 1'-6" 1'-7' 2'-10' r-40 8' 6' 6'-10' BE INSPECTED BY CITY 24" V-11" 2'-8" 6' 5" 41/2" 1'-11" 2'-0' S-6' 3'-11' 7?' 5" 10'-0" 10'-3 1/Y WATER METER DETAIL PORTLAND CEMENT CONCRETE, 3000 PSI n 30' 3'-6' 3'-2' 6' 6" 51/Y 2'-5" 2'-61/2' 3'-9' 3'-,r 7' 5' 11'-5"LLJ NOT TO SCALE _ o: w 36 4-1 3-10" 6 7" 51/2 2'-9" 3 0 4!-6' 4 �" 6 6 14-0' 14-41/2 , .... o II II 17 M o STANDARD MITERED END I - --- 4-ri - 0 CMP --- -- - - SECTION FOR RCP OR SEE NOTE #5 U 9' FULL LENGTH OF PIPE 12" STABILIZED Z FILTER FABRIC �IN NOT TO SCALE CENTERED AT CROSSING, SEE SUBBASE, LBR 40 as CONFORMANCE VMTH MIN/MAX COVER NOTES. SEC. 985 FDOT SPEC.) LOCATE WIRE SEE NOTE 3 (NOTE 4) iCq Bc + 18" MAX. BC + 18" IMAX. COMPACTED CONCRETE PAVEMENT SECTIO - B� + ,2" MIN. COMPACTED ec + 12" IM(N• BACKFILL MECHANICAL JOINT 11Y4, TYPE III SILT FENCE DETAIL VARIES (SEE 2�. OR 45' BENDS (SIZE NOT TO SCALE SHEETING 01 BACKFILL SHEETING 12" + NOTES 1&2) VARIES) NOT TO SCALE SEWER OR A ,J NONPOTABLE ..--f"' ... 12" I WATER MAIN R/W UNE 1/4" Bc RESTRAINED JOINT (TYP.) PROPOSED WATER MAIN SIZE 5.0 0 =s4 .;= SIZE AS REQUIRED & TYPE VARIES WATER MAI MIN. WATER MAIN WATER MAIN j PROPERTY LINA SIZE VARIES ROADWAY TOR UNE VARIES 4" MIN. ETER BOX( PROVIDED AND INSTALLED BY `'''� ` ` THE LENGTH OF THE PIPE TO BE RESTRAINED � z + CONTRACTft COMPACTED `.,o . - EXISTING CONFLICT PIIIPE o00 MECHANICALLY b r ON EACH SIDE OF BEND SHALL BE IN RESTRAINED 0 VARIES' W/CURB STroP AND METER SHAPED BOTTOM GRANULAR ACCORDANCE WITH RESTRAINT JOINT JOINTS BORE AND JACK UNDER SUITABLE UNDIST- MATERIAL PAVED ROADWAY AND CURB 1-1/2"X3/4" RED. SEE SPECIFIICATIONS AND STANDARDS SCHEDULE, (SEE DETAIL W-31 A OR W-31 B) UNDISTURBED URGED SOIL I -�I 10' 10' SECTION HALF SECTION HALF SECTION SERVICE PIPING HALF SECTION j .� ,� NOTES 2" GATE VALVE a� irP SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH CASE A CROSSING 5_� 1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A _ PROPERY'( I NE NOTES: �� WATER MAIN AND A SEVIER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER sa: PLM TYPE I MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH /2' SCH. 40 PVC 2"A-1/2" RED. SHAPED BOTTOM W/ COMPACTED GRAI#UALAR BEDDING 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE TAMPED BACKFILL OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON SERVICE PIPING f ASTM D 1557. UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. MAX SERVICE TEE, TAPPING 2 �' scH 40 CONTRACT%R TO CLASS 'B' BEDDING DETAIL i 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL (W-10 AND W-11 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED SLEEVE OR TAPPED 1-1/2 SWING JOINTS CONNECT TFO PRIVATE SERVICE BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN COUPLING, SIZED FOR MAIN 90' SCH. 40 PVC WITH NECF�SARY COUPLINGS, FITTINGS NOT TO SCALE THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAINZ TWO EACH AT R/W LINE WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR '° 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44. "x NONPOTABLE WATER MATIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED " " ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF 4. THE COVER FOR PIPING LESS THAN 24 SIZE SHALL BE 30 (MIN) IN UNPAVED„ AREAS, 36 - (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60". UNLESS APPROVED BY JTHE WATER SERVICE LINE iA. COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36 NP'AVED SEWER ,SEPARATION DETAIL PLAN VIEW - DOUBLE DOMESTIC SERVICE ri- AREAS AND `A MAXIMUM COVER OF 8e. UNLE NOT TO SCALE NOTES SCRAP BRONZE 5. IF UTILITY CONFLICT IS LOCATED IN ANON-TRAFFIC AREA (NO TRAFFIC LOADS) AND THE - 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.. SERVICE SADDLE CL NEW PIPE IS D.I.P., THEN THE MINIMUM COVER MAY BE REDUCED TO 24 INCHES ((NNLY IN THE 2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL N } AREA OF THE CONFLICT). ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR (USE, WATER MAIN 1 U Case "T 1" Crown 3. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL METER BOXES JUST KDUTSIDE N Cold Mix RIGHT-OF-WAY UNE TOWARD HOUSE " ADJUSTMENT OVER EXISTING UTILITIES - - - - - - - - WATER SYSTEM TYPICAL DETAILS MECHANICAL RESTRAINTS ' Limerock BaseQ D D D D D NOT TO SCALE Q � t NOT TO SCALE \��\\, ,X/,,�/ 00 USE LONG RADIUS 45 BENDS . CONSTP4UCT „ \f 98% Com AASHTO -T-180 cD 3La M 6 Limerock Min. P• _OUT CORPORATION STOP FB1600 FORD C) SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS OR APPROVED EQUAL, SIZE M Temporary Type I Repair MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. O CONFORMING TO SERVICE LINE O MIN MAX COVER FULL LENGTH OF DEPTH VARIES 1 Crown deg. SE NOTE#4) EXISTING LOCATE WIRE " Cold Mix L.R.L» BEND 2 nP. WA' ER SERVICE TAPPING DETAIL c, ( # ) PIPE CENTERED (SEE NOTE-#3) AT CROSSING. (SEE UTILITY PIPE . - - - - - - LIN NOT TO SCALE 1 NOTE) SEPARATION 4 Q Q Q Q 6" ° D ° ° ( I 2' TMP. + VARIES (SEE Limerock Base D 6" SERVICE Q D INSTALL STANDARD I Z NOTES 1&2) PROPOSED Q a D D ° PIPE, ALIGNED WITH SEWER WYES -� R/W UNE WATER MAIN \\ . \��\�,YPE \\�' �/ �/��/ �� 4��5Edeg PROPERTY LINE W/6" PLUG AT END. 0 `v SIZE & T \� \` 98% Comp. AASHTO T-180 6" WIE X 6" THK BROOKS 1-RT SERIES VARIES CONSTIOUCT BOX WITH C.I. MVER E DOUBLE WYE PLAN STANDARD CONC. COLLAR SLOPE U BE MECHANICAL JOINT 11y4, Temporary Type II Repair o�-,OUT THE LENGTH OF THE PIPE TO g 9 2 OR 45 SI4ZE VARIES 4-SIDES LABELED "SEWEFB" °' ON EACH SIDE OF ( ) FINISFFD GRADE �; RESTRAINED MINIMUM MINIMUM BEND SHALL BE IN ACCORDANCE Ditch Width(W) +4' Min. fi ; ' .10 WITH TABLE FOR MECHANICAL C PIPE RESTRAINED JOINT (TYp.) Surface Replacement a " CLR. MI '{ @ RESTRAINT LENGTHS, (SEE SIZE AS REQUIfp „ �" Consistent W/Exist. Uj DETAIL W-31 A&B Smooth Saw Cut EXIST. AND FINISH GRADE INSTALL CLEIANOUT, SEE DETAIL w STD. CLEMOUT COVER N ) To „ _ W/ THRER(DED PLUG 6 1?" Min. CASE "B" CROSSING Surt�ace t '' s zo 1" CONCISE SANITARY SEWER W W NOTES d O D D D ° DITCH SE VICE DITCH 6" SERVICE PIPE J w Limerock Base a t- D T D BANK-~ SW RISER BANK 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO r, N , A NIECES ARY ST ARD 6" P.�V,C. 45' EL. ;f 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR Limerock Replacement Base /��/� -.---1.0 9G MIN. SLOPE I PVC SEWERTO 4 � TEST, ASTM D 1557 LBR 75, 100% Max. Density _ 1,5' WY 6"X6" WICONNECT SSARYSFITTINGSICE a AASHTO T-180 Ditch (W) { OR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11) -L \ _ (OR PLS WITH STOPPER 2. F / _ T N �iC�FO�41LS FOR BEDDING STOPPER OR Z " NONE IST) CONNECTION IF 3 Compacted Backfill 98% 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44. \ CONNECTION -' 6 C o Max. Density AASHTO T-180 01 TO EXIST. LATERAL3 _ NOTES: Cr CONDITION! �UNDISTURBED SOIL i 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED ARENA, " i 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET WEARYING FIELD 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60 , UNLESS APPROVED BY JEA. 12 Mir1. 12" Min. Varies 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. jj THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDF9D AS REQUIRED' CLEANOUT DETAIL UNPAVED AREAS AND A MAXIMUM COVER OF 84 t 4. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL CLEANOUTS JUST OUTSIDE RIGHT-_OF_WAY NOT TO SCALE GG 1 Note: In Some Cases Portland Cement Concrete May Be Considered LINE TOWARD HOUSE A Or Required By City Engineer For Surface Replacement. SECTION ' ADJUSTMENT UNDER EXISTING UTILITIES RESTRAINTS PAVEMENT REPAIR DETAIL SANITARY SERVICE CONNECTIONS �\ I MECHANICAL RE S TO SCALE NOT TO SCALE } L NOT TO SCALE NOT GARY A.ABBEY,P.E. REG.NO. 56819 �t I ti f tib W E 0 0 Ii 1; € ,:, J. t !1 Ir al I is -!. L = x a' ° i d( : I ill, " : :i i � ' r� i g��'I ' 1 l .1 i "I Ci; l Ip Ian ii Ir i ll ��'� `,�I'��, "'' � '` �` ' �� ' GENERAL NCyTES: GENERAL NOTES FOR WATER AND SEWER INSTALLATION: is I ii I 1: �' �, i �� a ' '� STORMWATER POLLUTION P� `� �i ;'� I; , .M ? �! �3. EXISTING ASPHALT SHALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET "!''�' 1. � I`i It' ' � I� 1. ALL WORK ANO MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING 11HE EXACT LOCATION OF ALL UTILITIES AND FOR PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE PLANS INDICATE THE MINIMUM r� .. ,� 1. THESE ' i'' i 1: ` ' rlfi 1 �.I� � OF CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORODINATED WITH THE PUBLIC WORKS INSPECTOR THIS PROJECT. FOR ADDITIONAL INF � Ir' N ��1 f i �'' DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE ONE=CALL SERVICE(800-432-4770 48 HOURS IN ADVANCE OF WORK. a' "' .' i'i ) 24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER TO "THE FLORIDA DEVELOPMENT MAIll ," _ �. 1 : , i '� RECOMMENDATIkONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING PIPES OR OBSTRUCTIONS AS REQUIRED. FROM THE STATE OF FLORIDA DEPA� TO FAMILIARIZE HIMSELF WITH JOB SITE ?� I;- I ii I OWNER, IF MOFRE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. CONIDITIONS. CHAPTER 6. THE CONTRACTOR SHAT " Ir, , <<_ , i `;' �'' - X25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE � 11:� ''; " i �.I: 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF AS REQUIRED TO INSURE CONFORMAL I �I? " i T 1;� I' `��; AN FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN AND MAY NEED TO INSTALL ADDITION i i , fill 1: 2. ALL WORK SH -L BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF �� JEA SPECIFICATIONS PERTAINING TO THE JOB. CONSTRUC11ON AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS IF A WATER QUALITY VIOLATION OC G ' ' i ' i O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS MAY BE RESOLVED. III ; x z , t FOR ALL DAMAGE AND ALL COSTS r ; INJURIES OF HI°S EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REFERENCES JEA SPECIFICATIONS WITH 6. ALL PIPING ARRANGEMENTS AND LOCATIONS AND LOCATIONS OF PIPING NOT SHOWN SHALL BEP FEES, CONSTRUCTION COSTS AND FI �I �'' ' EX PROPERLY 1 R; 7 I�: I ,'' THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. CTEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. REFERENCED AND RECORDED ON THE RECORD "AS-BUILT" DRAWINGS. 11 � 2. THE CONTRACTOR IS RESPONSIBLE F r i REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS 5. UTIIDITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH : ;27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT PRACTICES AS OUTLINED IN THE PO 11� Ii 11 BID. PUELIC WORKS DEPARTMENT (247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN. MANAGEMENT DISTRICT SPECIFICAl10� E �`' CONNECTED TO THE EXISTING UTILITY SYSTEM. �' ; Ili'1I` i. �I' �.' I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING " " I� �, „"I :� 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36 ;28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE 3. EROSION AND SEDIMENT CONTROL B L :;I, " HE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT r, I . Gi THE BID FOR fi MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM SLOPE OR GRADE BETWEEN AREAS WHERE THERE IS POTENTIAL ��1 .+ ;' �� OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS 1 , ;' i ; 3,is f: , s i I �° 7: THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. WITH INVERTS AND CALCULATED GRADE PER SPECS. 4. THE CONTRACTOR SHALL BE RESP01� ;s`I!!, i`; ; 1 Ti FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER 7. HOF4IZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314 (F.A.C.) LOCATION OF AND/OR GRASS PER COUNTY STAND I f 's THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE PUBLIC WATER SYSTEM MAINS: X19. ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF WITHIN STABILIZATION REQUIREMENTS. ;,°i '`' I r ` i 'ii ' ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. i �; I# . Ii " .r. AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE 5. IF DEWATERING CAPACITY REQUIRES TiiSEWAGE TREATMENT AND DISPOSAL SYSTEMS. 30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PREVENIER i �';I; ! ,� �' CONSTRUCTION OF THE PROJECT. SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. CONTRACTORS RESPONSIBILITY TO O� i .i; I �; n.;i (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A MANAGEMENT DISTRICT. iii " I Ii'i` ;31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT I I ` i . �;" ' ° 1 4. IT SHALL BE filiE CONTRACTORS RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER i ; ,: i ° l MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER PAVEMEtNT. 6. PRIOR TO COMMENCEMENT OF CONS1 : ; OR ACQUIRE ABY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF I � ,;,, FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF SHALL PERFORM GROUNDWATER TES1 r ;, 4 UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF CHAPTER 62-610 F.A.C. 32. ALL WATER AND SEWER SERVICE AND VALVE LOCA11ONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT , PROTECTION AGENCY FEDERAL REGI 1 �,,� ,r �� II +i t OFF SITE BORfROW THAT WILL BE REQUIRED. " PETROLEUM CONTAMINATION LEVELS. I;,,i (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A WATER SERVICE W" ON TOP OF CURB. (6 FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) ' '" ' �` ; i` "" 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER HORIZONTAL DISTANCE OF AT LEAST THREE FEET, ANO PREFERABLY TEN FEET, BETWEEN SEWE�t SERVICE "S" ON T� OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB do GUTTER) N.P.D.E.S. PERMIT, IF REQUIRED, IN . ��I I ' ' - i � ` VALVVE - V" ON TOP OF CURB. 6 FROM EDGE OF PAVEMENT IF NO CURB & GUTTER DURING CONSTRUCTION AND DEWATE € ` AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED ( ) z . , " �� BY THE OWNER AND THE CITY OF ATLANTIC BEACH. VACUUM TYPE SANITARY SEWER. 7. 48 HOURS PRIOR TO COMMENCEMENT �` �r '3� "�'` I Ii '�" hal " "'' ,33. ALL WAR SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE " " jtj r"I , ` i �I i _ NOTICE OF INTENT TO THE FDEP I� :SII ' '� ': I1'. �� ri �:'' ' ° ,� i' SED ON NORTH AMERICAN VERTICAL DATUM OF 1988 N.A.V.D. UNITED (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A DOUBLES STRAP TAPPING SADDLES WITH CORP. STOPS AT THE MAIN. ,, Ii; µ y � 6. ELEVATIONS AIRE BA ( ) ELIMINATION SYSTEM RULES AND REQ ",r,, ., ,. r , , � HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE ' °s k, ,' {- I '� '," STATES COASfiAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BOATWRIGHT OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF I1NY EXISTING OR PROPOSED GRAVITY 34. WATER METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID AS AVAILABLE FROM SUN STATE " i ( il ! i; i' LAND SURVEYORS, INC., FILE NUMBER 2011-0499, DATED JULY 29, 2011. OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE 11 METER SUPPLY. 8. THE CONTRACTOR SHALL PROTECT SI i?"ut{ I,ill , . i' ,'!i' CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. OF THE STORM SEWER SYSTEM. Col " `ii ! ' { THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY ;35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888. '3 ' s i' 7. FOR BOUNDARY INFORMATION SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS INC. UNTIL THE DISTURBED AREAS ARE S i I FILE NUMBER 2011-0499, DATED JULY 29, 2011. TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE. 'i p l ( " �I . , �� ; SUPERSEDE THE REQUIREMENT TO PI I, t 1 E, LI' WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. LIMITATIONS. I '' °'' ;I i ;' NTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM ;37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF i f az a ` r ii 8. THE CONTRACfiOR WILL CO D NEW OR RELATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL 9• THE CONTRACTOR SHALL PROTECT ` ; ,' f "4, i;, I'I MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. O CONSMCT10N. COORDINATE IN FIELD WITH CITY INSPECTOR. it,a il I ,,I , DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUT��DE OF THE WATER MAIN AND ALL PARTS OF SEDIMENTATION DURING CONSTRUCTI I I �'' it ,,i o ST IN AL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES " " ,i I rl THIS SHALL INOLUDE DENSITY TE S L �, I .�� ; ,ii ANY EXISTING OR PROPOSED ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM AS DEFINED IN 38. ALL WAER/SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND UTILITY i�� ;I 7 II i � LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. CONTRACTOR. 10. IN THE EVENT OF DELAYS IN CONSTI �i ' ,;I TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE AREAS AND MAINTAIN EROSION CON i i l } ;� ? I ! l (2 VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, .39. LOCATE`WIRING - LOCATE WIRING SHALL BE INSTALLED ON ALL PVC, DI AND HDPE WATER MAIN PIPING SILTATION AND AND INCREASED RUNS > C,: RECOMMENDATION FOR UNDERDRAIN PLACEMENT. AND SEVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. I: + j i '' WASTEWATER OR STORMWAIER FORCE MAINS, AND RECLAIMED WATER PIPELINES. I i i! ;I ill `' . ill OR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND ANEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR 11. THE CONTRACTOR MUST MAINTAIN T� r 9. THE CONTRACfi O 40. IT SHA BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF Al1LANTiC '` UIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE " CONSTRUCTION TO PREVENT FLOODI I i'' I „I INSURANCE REO BEACH TH AS-BUILT" DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL AS ELECTRONIC FIRES IN Ir �I '' ,�' " �' `°II ORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 AUTOC 2004 SEDIMENTATION DOWNSTREAM. i i iz 1 s PERMITS FOR VM OR BETTER USING NAD 1983 STATE PLAN FLORIDA EAST RPS 0901 (feet). (VERTICAL CONTROL WILL [BE ',, ,i INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. N.A.V.D.X1988). THE CITY'S TECHNICAL DESIGNER & GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE lit " r ' HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIIJ ABOVE THE OTHER PIPELINE. 12. THESE NOTES COMBINED WiTH THE a ,�3 :r ,- ;I {I s° 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE AND TO'AS BUILT DRAWINGS DURING CONSTRUCnoN. Co .g e i PLAN SHALL CONSTITUTE THE RE E € ; �, m r l j ;I RIGHT-OF-WAVY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR ..+ REQUIRED BASED ON FIELD CONDITI l� ;� I If' i ! i CONSTRUCTION AND REPAIR. PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE 41. CONTR TOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS " I � I � ' �L � , E R � E - i I ;, . . , . l;", �� MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SH��LL BE LAID SO THE OUTSIDE OF THE R QUI , AS SP CIFlED IN AWWA C105, APP. A. RESULTS, WITH CONTRACTOR RECOMMENDATIONS, ��. i ; : 1 rel , 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE UNOBSTRUCTED EASEMENTS. ALL WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER WILL BE PROVIDED TO PUBLIC U11UTiES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION. 13 CONTACT PUBLIC WO 2KS (247-5834 ',� i, ill i "UNOBSTRUCTeP" EASEMENTS TO BE CLEAR AND DRIVEABLE. PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER INSPECTION PRIOR TO START OF ANS $I d � � II J x `' PIPELINE. ACTTVITIE ,, Ir I I "� . 'I a , r ': " " A2. HORIZONTAL DIRECTION DRIWNG (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDAINDS ,, ,,t , I `1 ' it 4 i� L I, 12. AS-BUILT DRAWINGS - AS-GUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER C AT THE U11LITY CROSSINGS DESCRIBED IN PARAGRAPFIS A AND B ABOVE, ONE FULL LENGTH MANY I. SEC110N 750. ` I I? . ' ' i , i" I ${ WATER MANAGLEMENT DISTRICT ARE REQUIRED TO BE SIGNED SAND SEALED BY A FLORIDA REGISTERED O WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE O1HER PIPELINE SO THE WATER MAIN I N I' I; I r, ; ii r ,i LAND SURVEYCI�R THEREFORE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTRACT �, JCdNTS WILL BE AS FAR AS POSSIBLE FROM THE OiHIER PIPELINE. ALTERNATIVELY AT SUCH CROSSINGS i� I �' I' FOR ALL OTHER PROJECT NOTES SEE PLAN SHEETS OR SPECIFICATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES AN tiil a„ I r ! ;I; (I WITH A LAND 4aURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ii ;.I " " SPECIFICATIONS, PLAN NOTES WILL GOVERN. , ilk, ,; "'. p a i LOCATIONS, CEE,IRTIFICATION AND SUBMITTAL OF AS-BUILT DRAWINGS IN ACCORDANCE WITH ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STOIRM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES r.. 3 i " ' '° " "' ';, x.' " i . $ ' Fi ' CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST --. ii Ra: I I � ' RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY THE SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE r I[ j i; �. CONTRACTOR S .- MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NIOT REGULATED UNDER PART III OF CHAPTER ' ``" I� Ii I ! I E' ,� CITY OF ATLANTiC BEACH. � �� ra �. I i i } „_ =" 62-610, F.A.C. I i -4 {r �'I{ @ ��.'. -{ t � ' l i I ' i - ' " i � � a M SUBMITTAL OF AS-BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING (3) ARATiON BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES 1j " 19 �� 11 i " , i A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. ? 4 i - ,, " 1. ,a a; (A} NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF . I L11I I i' SANITARY SEWER MANHOLE. 1: ii ,' a '3 'it ! I'I, f 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. t tl I. (B) WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT f I i I ' : , I ,1 � i i i' ca IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY J FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A ,ti 11 I - ,� AND OWNER PIRIOR TO PROCEEDING WIT1 CCINSTRUCTION. °CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTINGii I id � r;� d , ,'112 tir � '' i ' d ` € ill ' ' � �! � i .�'I, `I 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY ij�, ' " �.'� ' ��' INCLUDED IN 1�kiIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRIOR TO CONSTRUCTION OF ANY � I I li 1 j „ 1 r� QXCEPiION. i ;a C r I EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. f I r r . �° ; , 1 . i , (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR (; i 11! �� 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL I �. '� �' , 1:� �" i '� ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WI1H UNDERGROUND DRAINS SHALL BE LOCATED SO THAT ' �� 11,� w i �I i' I I i 11 1I ! AND TESTED Ifs ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER 11a1, IOiRCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610A, a F.h.C.; i i li �I E I, i .I I ,� AT LEAST THREE FEET AND PREFERABLY TEN FEET FROM ANY EXISTING OR PROPOSED VACUUM I. � 0 16. CONTRACTOR lid RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED } ; s `�',;I, ii I, i �� I! �' M IF A MONUMENrT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED rl 9 { . o RECORD FOR REINSTALLATION OF THE MONUMENT. I WAIl NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM I 71 i I '� AIRY EXISTING OR PROPOSED "ON SITE SEWAGE TREATMENT AIVD DISPOSAL SYSTEM" AS DEFINED IN SECTION I � 11I 3M.0065(2), F.S., AND RULE 64E-6.002, F.A.C. ANY EXCEP110NS REQUIRE PRIOR APPROVAL OF DEP AND �i i ' ' l I, ;� � ° 17. ALL DEBRIS R SULTiNG FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY i ili� J ii i ?, li ( z° CONTRACTOR. THE CITY OF ATLANTIC BEACH. i I �! `lief ' ;'I ,1:;ii+� �� ! 18. ALL EXCESS S�JITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 8. ME(�HANICAL RESTRAINTS ARE REQUIRED WHERE WATER MAINS AND FORCE MAINS ARE TERMINATED, AT ALL �` „' I ,I CONTRACTOR SINLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. TEES AND OTHER FITTINGS AS SHOWN INA CONSTRUCTION DETAILS W-31, W-37 AND S-38. MECHANICAL ��l <�� I �. a ,` , f �, �, p " 's €ill 'x s i ' `} li, ' ( I REVRAINTS TO BE MEGALUG TYPE. I '`'� �I i 19. ALL EXISTING fiREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 9. UNITABLE MATERIALS UNDER WATER AND SEWER MAINS SHRILL BE REMOVED AND REPLACED WITH SELECTED I _ �,: r � i !i A,il ' w; i 7� BA�?I(FILL, PROPERLY COMPACTED TO 9596 OF MAXIMUM DENSITY. �:I 11�d "' BRUSH AND OTHER MATERIAL SHALL BE APPROVED PERMITTED AND 10. 1N CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES g , .�� , . I I'd 20. BURNING OF TPEES, " I ' 'r ' i +�� 4 �k COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL. I=� , III FOR; MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. !"ria t�'� ��. r' r II 'll p ,, m � Ii�I'� q ' :` i �I " 21. ROADWAY UNDIER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, @}g �yy I �,w o = i T. ';! PVQ OR DUCTILE IRON CLASS 150 OR BETTER UNLESS OTHERWISE NOTED ON PLAN SHEET. I [ I j H , f { , 1 k: I i{ ji t 1 / 1 tltltl I E, NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL I �t �� ' ''p i �I v, NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, r I , " �_ CO�ORMING TO ANSI A21.50, AS REQUIRED, OR BETTER. f 2 iii i ,, i' I il� ' � 1 I l � PREPARATION SOF THE ROADWAY SUB-BASE. I � #'' � ' �" "� II':,�` I 1 E 13. ALL. GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON-SHOCK WORKING I, '� i . Ir I if ;;',I ,�� f ; �' i ` j' 22. PROVIDE CONTIRAC11ON JOINTS AT 6 O.C. AND EXPANSION JOINTS AT 24 O.C. ON ALL PRE-i. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE I, ti p, ��1i , , �.li a I �I TNG. ". �, . li ALKS AND CURB FI li , � ,,, a I N EXTERIOR SIDEVW �D. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL VALVE BOXES WITH SCREW I i" " i f I ,. I �� i IT`� " I` EXTIENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON- " ' <'' i ''�I'i i' '° u I 0 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. TACJKY TAR ENAMEL COATED. THE WORD "SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. kJ ALL(y.��GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THEE LEFT COUNTER-CLOCKWISE WHEN VIEWED I , it (. O ,I ( ) d ' " i E l 14 ! ' Lb 24. ALL SIGNING AIND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD FRKJM TiiE TOP. VALVES SHALL HAVE RESILIENT SEATS11 I . r; I i ". II . r i 17346, AND 17352. x , f I g INDEXES 1186CT,, 14. HYDIROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF 11�IE WATER MAINS INSTALLED SHALL BE , �, �I . j i� , �ii `''` �` � _ " PER FORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555 . A REPRESENTATIVE OF THE F = r I 4 =' t C i ' ' I; � ;, , i :ril'!. '� 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE CITY( OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO 11: IT I� �I ill ;� i DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. BE �CERIIFlED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. i I ; , i R I�, I �� i _ 15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED Wllli CITY OF ATLANTIC BEACH PUBLIC 1 I, �� i' �; II, c 26. ALL PAVEMENi, STRIPING SHALL BE THERMOPLASTIC (LEAD FREE) IN ACCORDANCE 11} _ it ,. j ,I °�' . WITH CITY OF ATLANTIC BEACH STANDARDS. U11LlIT1ES DEPARTMENT. : I, , ' ' 0 16 ANTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR 11 t it f' r' i11 I. Ill 27. CITY OF ATLAf TIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO I) ARRANGED BY CONTRACTOR. ORDINATE ALL ACTIVITIES WITH CITY INSPECTOR. �� 1 :'iii i'r !11 I i1�� ,a _ ��. �ll; '4 s ALL NECESSAWY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. 17 NO I i �, �CONNEC110N TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER f f I �eI !� I`IJ;' �'T' ;' ;� �' E LINA HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SERVICE. �: -i 3� ii � 1 �. ,[ �' ' ( r , II' I,�;' 'I ' i o 18. PO$fi CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY a i I ' >;�� :j 'x 0 SEVER. A FULL REPORT AND TAPE OR CD AS TO CONDITION DF THE PIPE WITH PERTINENT DATA SUCH AS ' " ' Iii '' DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND I ''I 'ii ' '� '''� - ii 'tb � . . , 11 [` i ) CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL j I �II'll l�i �� } (� �, AC(TEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. I f i,. 11 '`' '� "' ' Lo 19. SHC+�p DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY 111E CITY BEFORE CONSTRUCTION. I ;,i - �, t ,: r ' 'i �' I `° �' m 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH 111E CITY. I i,II� ,11. ' L�If i � �.' „+ I i t , _, I; 4' ,, e I I °' 21. THE: CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. I i "� ,"l� °� la ?' r,IT �l � jI, p, � l ' �I " � ' ` €� rn 22• ALL. DISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM I ,: f¢ _ 11, { I , € � � i a RESTORED TO PRECONSTRUCTiON CONDITION. i d��!i t2 t i ri 11 , 4ti: p�, 9y v a i, ,:! a ; rI � r °i l Igii f� ; 4 i I 9i r I r_ E � 1.I it { f ;i a) II'i' .l i �� ' �i : E " E ii i' k i t a i C ,y I s 'r, E I I. i I� i U l 1, ' i �j I �� o ' , � .�'i 'a Id ' p I!I" ill �, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I §I 1if if AMC- IN I 4 I, P e I h 1 G I , � 1!I�il �rrt � � � r I. ` I.� i ? ',�� { I I � II � � e jp>• ` r 11 j� I ix { der 1f I E r� i k $ a i jBeach -- i ,� qqq a I I r 4,1 4,1 i F { i(i , IOfl ,SII - 1 } j7 - ' ��: l it 13 1 u { 1 i1 lu � I , g ' �� i I ;� i I '! I �I:I u �.it ,I ; 1 II 1 { AFI �, 1 1671 FRANCIS AU E l F ili . o i G f yi, ( ¢ ! ATLANTIC BEACH FL 32233 -I (I iit �� I !k� i � III r I � I�Es:�I i I i I ' (904) 241 -1222 FAY: (904) 241 -4310 is g I i Ir £ � j ��I 'F„ I I � � I ��£ k1 dt, j � a It �I i ��' f J� g �` T JURISDICTION : DUVAL COUNTY ,^ lal •.II; � II I I� �� CODE ENFORCEMENT yq i1 _ , Y -� EDROOM k 131 �;{ �: r r,,•, I,,� , P I .� I ' ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS Fl FIsSINGLE FAMILY HOUSES �� 3 f:' E ,i I I ,I I I I� � I I ! p j! I Ni k X11 ,41 �Y ,{r ,! I ! � IIII ING COQE FOR RESIC� NTIAL DISTRICTS INCLUDING MAXIMUM 4, ;I , a� QF CHAPTER 656, ZON { BUILDING HEIGHT OF THIRTY FIVE FEET (35'=0"). 1349 — 1357 CAMILIA STREET JACKSONVILLE, FLORIDA 31 Edi. it t !I 3I yy 4 o f 9 �F #� 1 Y r fk 111 1 k �k DUVAL COUNTY jl RMD—B II �� 1 I r � ZONING CLASSIFICATION : I � I I �� I �� ,o- I I�l i•' #J d t ' S 1 i s 111 f i t '' fi1: '1 Ukl f rl ------------ ' WIND-BORNE DEBRIS °1 ' ti:, � �, WIND ZONE: 120 MPH ( ) �At Ilk i E e I F as dill � a F tFh£ I I � I ,I � �I i' � , v+� "`'fin , I I s. I Sy. a .- , t I•, �d , ,,Ir . II ', ' a r l'd I I ' az.;�,' I u; — �I I �.E � i !L k . I{; � a I F k $; � NTS .l ,. � , TIAL. 20 9 AMMENDME R, ,A,,,W, ,ILDING CODE RESIQEN 07 EDITION W/ 200FLORIDA BU ( ) ! F ` - s .. 1; N D M E NTS " 1n FLORIDAFLt)RIDA BUILDING CODE PLUMBING. 207 EDITION (W/ 2009 AMM ) �I,I ,, d jlFlfl ..I �'1 ,I f � , ( — MECHANICAL: 2 7 EDITION (W/ 2009 AMMENDMENTS FLORIDA BUILDING CODE MEC � � ) , , 1 w 3 �i .; ,� I L. ! I i, { 1 I� � , s 3 li i �' ,: , : IIII ; l 11 e � — EL GAS — 2007 EDITION (W/ 2009 AMIMENDMENTS' FLORIDA BUILDING CODE FU )Itl 1 k { I — HEST ORA I N DEQ =_ , I I,F a! � � - NATIONAL ELECTRICAL COQE . 2008 EDITION � 9 I _ j,l 11 ODE: 2007 EDITIONA2 � �. . k�.,a FLORIDA FIRE PREVENTION C _ FOUNDATION PLAN_ _ dd 11 ..H....- 1 1 „ {,I, I 1 �1 I , ._ t A3 - -- � LAN L , 4 `II OCCUPANCY CLASSIFICATION : RESIDENTIAL " , fl , e ,a, E C Q N D F LOOR P � , I Ei 1 IFI I ill I I 4 I ' I,I �� F <i — 1 . : a 1 15 # (WOOD F E� �. i R CTION TYPE: TYPE V BRAM€ ,, � I� � ,I �l 1 CONST U - FRONT A5�_- RIGHT SiDEAND E SPRINKLED: NO I i 1 I I 3 I ff ,, - N D R E 1 �. {{'. i i`Ili ,:, � ! f ,rd;IIT, 1 'i ail 1j ' FIRE DISTRICT: NO ■/y/_��J■' LEFT SI DE. � AR ELE: IATION r ! lI1 � 1, � �,ai � j III I , , , I � � � I; a i� rl III lk � � ' ; ,ISI '��I ' r; 'Ill BUILDING HEIGHT— A7 - ROOF PLAN , F �l � � � I� , � � i I� (l. I 1 'I Il �ii I , � P' I !!! t� ,, i, iii , 1 � 3 { , APPROXIMATE HEIGHT AFG : 26 h � 11 �:1 E { I{ � � � � ABS- � VACL SECTIdN AND D I � � ' I ' I �' 1 k { (RIGHT SIDE OF DUPLEX BUILDING AREA (LEFT SIDE OF DUPLEX) _I! V ; BUILDING AREA ) A9 STAIR SECTION ANDDETAILS , ill a �'� ' dtk } ; I ° �' 'I II! 4 , FIRST FLOOR A/C: 574 SQ FT. FIRST FLOOR A/C: 668 SQ FT. I IIr 51 , : l 1 {. 1' it g 9 , ! # id _ I { 1 I fi '� 1, I I i• .'-3 [ 1 1 s- 1� � , IINI I II 3 I: SECOND FLOOR A/C: 650 SQ FT. SECOND FLOOR Ait..,.. 592 SQ FT. fit Al FIRST FLOOR ELECTRICAL FLAN { ! { Ifi �F C: 1 224 SQ FT. TOTAL A/C: 1 ,260 SQ FT. _ '� ; 1 lil` TOTAL Ar , AlSECOND FLOOR ELECTRICAL PL d, GARAGE: N/A GARAGE: N/A �3� t ,. I I I F, 1 1 ! I, ;I� �� !1�� i�a Ir FT. FRONT PATIO: 71 SQ FT. #,� z ; �: 1 dt kl FRONT PATIO: 92 SQ AR PATIO: 81 SQ FT. REAR PATIO: 81 SQ FT. �i R I , I 1 41 SQ FT. STORAGE: ,� STORAGE: 48 SQ FT. { is { Ids �I k i a I' I N � ' t � TOTAL UNDER ROOF: 1 ,438 SQ FT.JI TOTAL UNDER ROOF: 1 ,460 SQ FT. �� NHOM LD AS FEE SIMPLE UNITS. BUILDING � W � '� " LOT AREA. THIS BUILDING I S A TO E S I UIR ET FORTH IN FBC 2004 — 704.4 PARATION REQUIREMENTS S COMPLIES ES WITH THE SE I� I� , �I � r, � I 11 I � •I (� ,� �� ., - V i � fq Pti4pr � IH � y ip€ !•° a -A Iql r NI a r i t R n j a it r-( i a I � Iti t k{ ` kk i 11 I k 2 if �J' i f - il df I I• 1i i, fit � I i, 5t I. — `I I kms. 1 I I 1'-4- ,W LEGEND - - I 10'=3" g 4" INDICATES A STEP—DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM DISTANCE ------------------------------------ DENOTED INDICATES SLOPED CONCRETE SLAB 0 1 1 I SLOPE 1/8" PER FOOT (MIN) -------------- r-------- I I I � I n �•" { 1 ----------------------------- ------J t { I I I1 It i d 1 ----------- tt I 1 --------------L=171-- I I I SLAB N 0 TE S " 3 ----------------------� I I t s. I ' 1 t I I 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED k MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT i ' II r----------- I SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ; ; ,r, I VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN r-----------� THIS LOADING. 3'-0" 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 { 1 1 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) o ; I I 3. VERIFY LOCATION OF ALL INTERIOR LOA' BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND } {ii. PROVIDE THICKENED SLAB @ ALL LOCATIONS. SLOPE .I �. I . . III r € 4. THE HEIGHT OF ALL STEP—DOWNS SHOWN ON ' i 1 ' ' { DRAWINGS ARE MINIMUMS AND MAY VAR' AT' i ,.. 0 0 IRV `\ I k' I BUILDER'S OPTIONS AS REQUIRED BY SITE —4 ' 1 N I CONDITIONS. ` ' ' ' -------� i E sty 1 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS t i i `n 1 SLOPE I I = REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 11 j II PLUMBING FIXTURE LOCATIONS)fli Lo r` r I I_ 1 3'_0df " ,.v i f 1 .{ p p NOTE .• —4 4 I 1 I I E• i 1 1 1 1 I ,. 1 I ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO I 1 1 SLOPE I ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY SLOPE i INTERIOR R00F TRUSS BEARING WITH ROOF TRUSS i x i` arc ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. �__�_._.__-- o I 41 C II' ------------ -------� r-------------- ---- 3" I , r I I I { I I I r------------------------ 200 -----------------------r0p {I t r I I 1 1 11 a ------- ------------- L ------err -- I I 1 pp a I I g 1 I i — ----- i' 1 ----�—---------------- — — I I 1 I I1 E ------- — I i �I itI 1 a- 1 k + i I 1 ' 1 7 II " L------------------------------------------ a I CL SEPARATION WALL 35-6,. x gl arab s } I FOUNDATION PLAN 1 4 1 _ 0 I 1 9 4 t tff ilk , t4 , I � I Ai I,1� � afl f�i�C: y'Itk , P I � I. u i j rir 1 4 ttj 1 iII... I -ti t �', I,•"u, I I�it; I 1 I I 1 j . I Ji p IC 4{I{ t II I.d x Il tll 1 4y pIp S - 1 I f P I - �� 4r ' hr 6th Ir "1 k A-6 + 35'-0" 00p k 1 it 10'-011 11'-10" p01 II f k'If 'Il G € t 5'-9 4'-7" L a ABBREVIATIONS- BLOCKING NOTES � I . 113 1 I�Tj It ABV ABOVE INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR I r ITI!, AIR CONDITIONER INSTALLATION. 2 X 6 BLOMING TO BE LOCATED AT ' 1Pl I i AFF ABOVE FINISHED FLOOR 36" (CENTERED} ABOVE FlNIED FLOOR. A-� 04 I.k '< AH U AIR HANDLER UNIT CABS CABINETS PORCH o l CLNG CEILING ' COL COLUMN13 8 CLNG io DR DOOR Q, POR t, 3 ' I �1. ;i �� 'I l{ DW DISHWASHER N 8' C " 3'-8" 4'-0FLR FLOOR STORAGE STAIRNOTES FP FIREPLACE " I I I{ 1a CLNG 's F p� 1 I GLS GLASS o II, �, l I3068 <� HB HOSE BIB 111 MC MEDICINE CABINET 1. TREADS MADE OF 2x12 GLUED & SCREWED WH I i` I (TRIMMED AS REQUIRECI� 4'—p" i STOR M 0 � �' � lIl � �1�' I1 MIR MIRROR �l ` MTL METAL 0 1x8 SCREWED IA Nco � �� OHC OVERHEAD CABS 2. RISERS MADE F GjLUED & SCRE E STOR STORAGE TRIMMED AS REQUIRED 3'-4" ;r) 068 s' CLNG 16 j u OPNG OPENING OPT OPTIONAL yH BATH 1 R&S CLOTHES ROD and SHELF 3. LANDINGS MADE OF 2x8; Rao 16" OC. DECK W/ f� 3/4" T&G PLYWOOD GLEED & NAILED - 8' CLNG I HVAC a C REF REFRIGERATOR BATH 1 � 4 - _ SD SMOKE DETECTOR � I � EAIR RN SGD SLIDING GLASS DOOR 4. CARRIERS ARE 2x12 EWALLY SPACED (TYP) 8' CLING 8' CLING SH (2) SHELVES (QUANITY) VOL VOLUME 5. TOP OF HANDRAIL INSTIII ® 34" — 38" I , I ABOVE FINISHED FLOOR / TREADS AS — WC WATER CLOSET _— OHC — OH Kilt . gg I I I� j fl i MEASURED FROM NOSE OF TREAD HVAC WD WOOD MIN REF o0 AIR I w REF .�'i o � Is WH WATER HEATER -�t- IO r � I . ,r �o I cy- JiI 1 11 i _ N_ rn KITCHENKfCN Ln 8CLNG 8' CLNG Irb .� l4� s All I r II A c) 3ps8 1 —M 1 I I DW I DW N .o. - --- ---- � do d 1 I � I0 4' 0" — F2'— " 01 7'-1 7'-2" in y k� A_6 0 MIN. - � w �. co II DINING Q DINING DINI do STEPS: 8' CLNG 8' CLNG I 1. IN WATER SHEDDING FASHlDN, STARTING I I: AT THE BASE OF THE WALL& WORKING TOWARDS THE TOP. INSTIL THE WRB TO w COMP k 1 �la WINDOW INSTALLATION (METHOD A-11 I: Ac I , r THE FACE OF THE SHEATHING. o N p WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION;, 2. APPLY SNL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 3068 3. APPLY BEAD OF SEALANT AT BACK OF r' p I WINDOW FLANGE& SET WINDOW USING P SEN.THE WINDOW FRAME TO F HEAD SCREWS TO FACILITATE INSPECTION. OPENING. APPLY AX NOM. SECTION A2668 iv I ^ L TO THE BACKS" THROUGH WRDOW JAMB � N [n Mk 2 4.APPLY BEAD OF SEALANT AT SIDE (INTERIOR) OF THE WINDOW , wl I ` 1 �L, I i IN LINE WITH ANY SEMANT BEAD I JAMBS. EXTEND 874' PRE—PUNCHED HOLES OR gE}�p MQUNTTHK pO RBCS I 5. APPLY JAMB FLASHING SLOTS. FLANGE I q- 1 MgFLASHING 6. APPLY BEAD OF SEALANT AT HEAD —�— -- APPLY CONT. SEAL TO THE N 6 it I � 7. APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOP I 11 1 r f ii ,1 t II B. REMOVE PREVIOUSLY APPLED TAPE. (WAD) AND SHOES (JAMBS) OF p M' ALLOWING rrRe ro LAY FLAT OVER HEAo WINDOW. EXTEND sEwuvT AT — _ _ D I I N G I t I' FLASHING. APPLY NEW SHEATHING TAPE JAMBS WABOVE THE RO. AT N WALL { � 'I OVER DIAGONAL CUT- SEE DIAGRAM_ Wo HFAO. EMBED JAMB FLASHNiG to 111 II I INTO SENA AND FASTEN IN W F AND GREAT RM GREAT RM I I I I I i PIACI (FLASHING GOES OVER WAD P II o u r sEaaNn MouNITNc FLANGE_ O WQ : 8' CLNG $ CLNG f 1 ,� Z 1 N V) o SECUE WRB AT HEAD Lv - la! I li 1 i I (0 I.f) I W I 1 I MMM ' PORCH i r 4 EXTEND JAMB FLASHING TO \ OVERLAP SIL.Fu�NG. v 8' CLNG Ji __ FLASHING 2 ABOVE ROUGH OPENING AATT�" V A FLASHING AT HEAD E%TIjh1DS 1' 0) A-8 dH HEAD. TUCK TOP OF JAMB \ \ BEYOND JAMB FLASHING. BASHING LINER THE FLAP OF \ N j. 1 9 ' WRB AT THE MEAD. SEE \ DIAGRAM. CD — — — INTERIOR VIEW: 10 — ��7 u u j EMBED BOTTOM OF THE HEAD TOP tFFf CORNER of MGINDow M 5-5" 3�-1" 4'-9" 6'-1" 3'-0" 4'-6" 6'-1" 2'-3" 1` 1 i FLASHING AGAINST THE PREVIOUSLY APPLIED SENANT jr) IOVER U �{ EXTEND FLASHING BEYOND \ SElLANf 13'-8" 8'-4" 1 EACH JAMB FLASHING. FASTEN IN PLACE. k 1 k I 13-2 CUT UK�1•• su FLASHING v 35'-0" x � f 9 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE. PLUMB. AND / LEVEL CONDITION. USE CORROSION r , I` RESISTANT FASTENERS. FASTEN WIMM r o f i d3 !' I 1 I. WEATHER RESISTANT BARRIER RERSPECIFICAMNS. 2 1 AT A 45 DEGREE ANGLE, � t 1 c. CAREFULLY DNGONN.. GENRY R9AISE TFEARRIER � t 4 1 TOP EDGE OF THE BARRIER UP t# � AND TAPE THE TOP CORNERS AND I t � q (k CENTER TO THE EXTERIOR WRB SURFACE ABOVE. FIRST FLOOR LAN 1 /4 1 n _ I 0 n {I I I f F i I F y L< it y I 1f I k 1 pg Ik Y � n Ft i I i 6 I gg a i I 3 , ; I J 3 ' I e I,, c � I �a a P >.I Is 4 I � d ` j, e I _ I i p 35'-0» 21'-10" 13'-2" 5'-1» 3 a , � A 10'-5 ABBREVIATION S EGRES WINDOW EGRESS WINDOW 200 — i 30 SH 3052 SH — — — -_6'-10» ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR I AHU AIR HANDLER UNIT CABS CABINETS BE 3 BED 2 EGRESS WIN[�jOW t z 3052 S CLNG CEILING 8 LNG 8 CLNG HI I {, COL COLUMN N DR DOOR Lo DW DISHWASHER 00 MASTER FLR FLOOR in 8' CLNG Z FP FIREPLACE I (n J ! (( GLS GLASS I HB HOSE BIB (((( _4» 4'— ,. I N 2' 2—5 `� MC MEDICINE CABINET _ c MIR MIRROR 306 00 MTL METAL � s I OHC OVERHEAD CABS - I OPNG OPENING �' I OPT OPTIONAL R&S CLOTHES ROD and SHELF r-—--� I I REF REFRIGERATOR z o N p UVI o - SD SMOKE DETECTOR � N Ibob _ U SGD SLIDING GLASS DOOR I (I Q U t� SH 2 SHELVES (QUANITY) 01 2" la SIG ( ) N r7 , f IE t I VOLUME — . , VOL 1 306$ . � .' t.. r WC WATER CLOSET N 1 � F, 1 WD WOOD r- . I� _ ,. i 3068 WH WATER HEATED i i �` Df- VERIFY TUB R.O. O Ia , I ATH � W/ CONTRACTOR r7 — —RBCS I } I _ I , ! o 8' CLNG _ —7» c�/) - �� » 3'00D F i I l � � t� N r— 00 I — 6" — 5' 5" - �,� BLOCKING NOTES BATH 2 8' CLNG I t! INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR _ I INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT - ` 00 36" (CENTERED) ABOVE FINISHED FLOOR. I ;� R& vERIFY Tue R.O. __ -- -1 W/ CONTRACTOR N (V D I L�j � r 1 # , r cfl A-1 3� !! Y I tl 1 s i 17.'Z 6 6 M U i0 3068 ( Q � M — a W � � 1 3068 rn E : } STAIR NOTES N I 1 , SHEL M ER I �I `�E ALNGto &S 'r' 1. TREADS MADE OF 2x12 GLUED & SCREWED I i II I (TRIMMED AS REQUIRED) — I k � 2. RISERS MADE OF 1x8 GLUED & SCREWED `O N A i (TRIMMED AS REQUIRED) �G--- i 3. LANDINGS MADE OF 2x8 � 16" OC. DECK W� �� 3/4 T&G PLYWOOD GLUED & NAILED cv � f� I 00ulN BED 2 BED = I �It' 1 lr 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP) 3 38„ � 5. TOP OF HANDRAIL INSTALLED © 34 - �I Lo ABOVE FINISHED FLOOR � TREADS AS 8' CLNG 8' CMG MEASURED FROM NOSE OF TREAD N � 11 Ess WINDOW 3052 SH ;�, 1., l p , I k, t i, EGRESS WINDOW EGRESS, WINDOW °' — — — 3052 SH 305y2 SH } N 10'-6" I� jJ 4i 1 e- 7-1" T--24-- 10"—5" 13'— 21'-10" II , I f a I II I 35'-0" �I I k ItgIg e- 4; �II a ►I k SECOND FLO P LAN I 1� a t;lp l kY , � I� r, t1`; , I II — � �. 9 � 1 {{ al S t " u!1 I � ry { d hll7f µ�7 w' I#' TYPICAL ROOF CONSTRUCTION: METAL ROOFING, WATERPROOF 12 MEMBRANE, ROOF DECKING ON PF'E—ENGINEERED WOOD �(� TRUSSES (RE: STRUCT.) all ,+ n{ i Yf 3 �' I g •I` ,, s � � I kilt ' •' ' ROOF TRUSS BE k � I qg pp $ 171 tu if 91 { h €�� " • �",. ��ka 1, a {�". as f , 1 ! g I s 1 yl d ,I FINISHED SECOND FL00 a I 'il 91- 51/2" FLOOR TRUSS BEARINd I�{Y 8'-1 1/8"1 WALL CONSTRUCTION: _ FIBER CEMENT LAP SIDING W/ 6" EXPOSURE OVER lu 'tl BUILDING WRAP ON EXTERIOR SHEATHING OVERREFER TO STRuCTURALRAMiNc— r qI, E ; cels FIBER CEMENT TRIM (TYP.) SAFETY GLASS ' = j 4 4x4 WRAPPED W/ 1x (TYP. ALL COLUMNS) Ail FINISHED FIRST FL00 I I T 0'—p.. Y j k I '. t��4 • uhf III � 7 � , » f RIGHT SIDE ELEVATION. ,. _ '.. . _ � a a 77 { h 1 I { f `fin1 — — �4 if ISI : f� ff I. I� , I TYPICAL ROOF CONSTRUCTION: METAL ROOFING, WATERPROOF 1 2 ly �I; MEMBRANE, ROOF DECKING ON ' � ( E� PRE—ENGINEERED WOOD �� r TRUSSES (RE: STRUCT.) I E P ( II h + ° WALL CONSTRUCTION: �) �I FIBER CEMENT LAP SIDING IN/ 6" EXPOSURE OVER BUILDING 'I WRAP ON EXTERIOR SHEATHING u OVER WOOD FRAMING— ,: REFER TO STRUCTURAL — FIBER CEMENT TRIM (TYP.) Ti ji [ 4, E Y F�•a I I ,I i t FINISHED SECOND FLOOR I k i I 9'-5 FLOOR TRUSS BEARING 8'-1 1 Hm I kkk 1 t1 �r1s � P.T. WD POST, RAIL & I I BALUSTRADE SYSTEM 1 — 1 4x4 WRAPPED W/ 1x — h. f (TYP. ALL COLUMNS) D L FINISHED FIRST FLOOR 0'-0" h Y r t9 I 11 4 , FRONT ELEVATION 277 7 _ 07) f �E if � i I yy Ni h ,� F1 In Y ISI Alli I 1 iIf V, I ' t $ �p i 4 14 ;1 � TYPICAL ROOF CONSTRUCTION: I 1 12 METAL ROOFING, WATERPROOF MEMBRANE, ROOF DECKING ON 4, PRE—ENGINEERED WOOD L� Irl '11 F TRUSSES (RE: STRUCT.) i I n L 17) ,J I age '� coda lVh , 14 w � 1 L 1 i I € WALL CONSTRUCTION: FIBER CEMENT LAP SIDING i�1 W/ 6" EXPOSURE OVI=R SAFETY BUILDING WRAP ON EXTERIOR GLASS SHEATHING OVER WD REFER TO STRUCTURALRAMING— FIBER CEMENT TRIM TYP. '' ) I d b l{ Fr 1 1 Syo- 4_i�lkk FIBER CEMENT TRIM67 TO MATCH SOFFIT TRIM 4x4 WRAPPED W/ 1x �'� ktI; I�E IIi II�Ih (TYP. ALL COLUMNS) k If UUHt , j III ! ! BEET SIDE ELEVAT I � 1 1 /4 = V _ 0 " v� m` .j , 1 1. I ^ TYPICAL ROOF CONSTRUCTION: METAL ROOFING, WATERPROOF 2 i MEMBRANE, ROOF DECKING ON 4 , ! IN PRE—ENGINEERED WOOD If TRUSSES (RE: STRUCT.) { I' i1 I z ROOF TRUSS BEARING 17'—7" WALL CONSTRUCTION: FIBER CEMENT LAP SIDINGW/ 6° EXPOSURE OVER BUILDING WRAP ON EXTERIOR SHEATHING y OVER WOOD FRAMING— 41 REFER TO STRUCT t FIBER CEMENT TRIM (TYP.) I {ISI NISHED SECOND F OR 9'— 9'-5 11; 2 OR TRUSS BE 1 �FRING 1 BALUSTRADETSYSTI:M& FINISHED FIRST F00,R 0 k qq i'I f I 1 r�11i! I I I $ 1 1 , REAR ELEVATION I 2 ;Ih , 9 '�i ' aI — 1 4 - 1 - o f I {I rt1 , gg !i t Ix s�1 , { , i , i 9 z ji WALL SHEATHING y (7/16" OSB). WALL CONSTRUCTION: FIBER » SIDING G W 6 CEMENT LAP SI I 1� / t= s rl � 3 I, 1 if tik g �i� 1 rr EXPOSURE OVER BUILDING WRAP ON EXTERIOR SHEATHING ———————— —— ———————————————— —— b ' ;I ' i 3iil 1„ Mi it OVER WOOD FRAMING— I I REFER TO STRUCT METAL FLASHING NAILED im TO ROOF DECK _---- ------ r PITCH _ I METAL ROOF INSTALLED PSR MANUFACTURER'S RECOMMENDATION ROOF CEMENT I , , B 88 d I „ i � I I _ G I� f ! Ij yy 7 it 1 _,� WALL E DETAIL I �� PITCH PITCH a Lj 3 k u t � SPRAY FOAM INSULATION I •�• i II {ItiOf 24" METAL ROOF INSTALLED PER I 12 MANUFACTURER'S I RECOMMENDATION I I 30# FELT ON 3/4" PLYWOOD ( _ SHEATHING INSULATION BAFFLE BETWEEN I v 1 4 I a I ; , ♦ TRUSS( EACH J° A HURRICANE CLIP ® EACH TRUSS. I PITCH (SEE STRUCTURAL DRAWINGS) y INSULATION BLOCK INSTALLED TO i II SEPARATE SOFFIT AREA ------- -- ------- I 41-/2" TYPE „C„ (2) 2* PLATE #2 SYP I il ,l d i ii, �l I I = GYP BRD ®. CLG ALUM DRIP EDGE OVER FASCIA 2� ------ .—.------ - -- - ----------- _ # "1 2GYP BRD 3� / (nP) ' 1 s ;) FULLY VENTED iii VINYL SOFFIT SPRAY FOAM INSULATION WALL CONSTRUCTION: FIBER CEMENT LAP SIDING W/ 6" EXPOSURE OVER BUILDING WRAP ON EXTERIOR SHEATHING OVER WOOD FRAMING— REFER TO STRUCT �uGGls € s 1 ROOF P til + SOFFIT DETAIL 1 /4 1 -0 s k � I1CY � 3€ I i y pg� 1 r I i I 3pt[! y ' 19 I t I 41M I ! MUI I } I I ' e I ATTACH 2" METAL B C—CHANNEL TO TOP OF it i f<• I', `I"�� l$ GYPSUM LINER PANEL OSB SHEATHING, USE FIRE—TREATED CL PLYWOOD WHEN AT A MINIMUM SEPARATI®N WALL 1I alp #I DISTANCE OF 4 FROM FIRE WALL 1 I PRE—ENGINEERED WOOD ROOF TRUSSES FIF1E RESISTANCE RATINGS — ANSI/UL 263 I " I s i 3 a i n No. U336 fi De��9 d NOTE: NO ROOF PENETRATIONS December 06, 1996 WITHIN 4' 0 OF FIRE WALL Exposed to fire from separation wall side only N�bearing Wall Rating — 2 Hr ALIGN TRUSSES WITH INSIDE ish Ratin 120 Min � Fi n1 9 { EDGE OF FRAME WALL M 6 3 A-- f. SEPARATION WALL: (Max Height — 44 ft) mit CONTINUE Yz GYPSUM WALL floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " Ion legs BOARD TO ROOF DECK NOTCHED SPRAY FOAM P g 9' forrim from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 AROUND WOOD TRUSS MEMBERS. INSULATION APPLY INTEMSCENT COATING AT 0 �' � I 2 Metal Studs — Steel members formed from No. 25 MSG galy steel having ALL PENETRATIONS. "H''' shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". :•s :,��.'. -; ••� 3. (Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels,P A sulpPlied in nom 24" widths. Vertical edges of panels friction fitted into "H" ed studs. �' 5/8" OR 1/2" TYPE 'C' 2 4 5 shcpp c 31, € GYPSUM WALL BOARD CAtNADIAN GYPSUM COMPANY — Type SLX. .063" USG ALUMINUM ANGLE CLIPS (TED STATES GYPSUM COMPANY — I UNC N Type SLX. SPACED AS REQUIRED "THERMAFIBER" INSULATION _ 3 FIRE BLOCKING AS REQUIRED p�TECTED WALL: (Bearing or Nonbearing Wall) 2 4, (Wood Studs — Norn 2 by 4 max spacing 24 O.C. Studs cross braced at 6 (2) LAYERS 1 USG GYPSUM midi—height where necessary for clip attachment. Min 3/4 separation between "�` I � �! ! � �I , I �� ii�i�• II ` LINER PANEL wood framing and fire separation wall 6 SPRAY FOAM INSULATION " yl 5. (.Gypsum Board — Classified or Unclassified — Min 1 2 thick, 4 —0 wide p. A 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" t ' lonV steel drywall nails spaces 8" O.C. Vertical joints located over studs. ` ional Joints covered with paper tae and joint compound. Nail heads 4 4 1/2" GYPSUM WALL BOARD OVER 2 (Ott ) , P P P J P . . » tered with 'Dint compound. L cove I � 1 P I ' � ,:, � � ,I ,� �! I�) ,+; . I I � ,! i �� .• � STUDS C� 16 O.C. I • 1 SPF WOOD ST 6. ,Attachment Clips - Aluminum angle, 0.063" thick, 2 wide with 2 and 5 5 { t. f ( 2=-1/4 legs. Clips secured with Type S screws 3/8" long to "H" studs and •' .� witlh Type "W" screws 1-1/4" long to wood framing through holes provided in 2 METAL H—CHANNEL clip). 23/32 T&G PLYWOOD 6A.. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 (3/4 MIN) AIR METAL ANGLE — SPACE AS REQUIRED , a, n ff SUBFLOORING GLUED AND : ; " "' clips a mas of 10'-0" O.C. 'vertically between wood framing and H studs. t j SCREWED OVER PRE—ENGINEERED - ' 2x SILL PLATE 6B: Clip placement (Item 6) for separation walls up to 44'-0" high. Space 9 WOOD FLOOR TRUSSES clipsas described in 1 em 6A for upper 24'-0". Remaining wall area below I —. Il rec}luires clips spaces a 5'-0" O.C. vertically between wood framing and "H" I � ! I 1� r Stl1�dS. SECTION A-A - I;. I I I *Bearing the UL Classification Mark Ya Ofimr CWWkgN—IXnMmy. O 2003 Undrwftm L&.aWd..be.0 PRE—ENGINEERED WOOD , I � FLOOR TRUSS it 5/8" OR 1/2" TYPE 'C' GYPSUM WALL BCARD 1/2" GYI �rt / SUM WALL BOARD 1/2" GYPSUM WALL F BOARD OVER 2x #2 SPF 2x4 STUD WALL C .063 USG ALUMINUM ANGLE CLIPS WOOD STUDS ® 16 O.C. H SPACED AS REQUIRED 1.1 , E' ( II R11/19 FIBERGLASS ATTACH 2" METAL CHANNEL TO BATT INSULATION 2 i' CONCRETE SLAB W/ 'PASLODE' OR EQUIVALENT ANCHORS © 24 CL OF— - f » 1 " (3/4" MINIMUM) SEPARATION WALL O.C. MAXIMUM AIR SPACE �i i, � i i is 1� I� �I' � t� a i � •..� (2) LAYERS 1" U13G GYPSUM LINER PANEL 2 USG H STUD 1 2x SILL PLATE W/ ,> , FOAM SILL SEAL F� (2) 1" UCSG GYPSUM LINER ii It PANEL (SEE SECTION „I THROUGH SEPARATION WALL) r j, • t i d i' 11. Q i d - IIE I N ! CO CR , ETE GRAD z BEAM I w E pp i , CL SEE FOUNDATION PLAN SEPARATI(NN WALL ( ) I I PLAN D AT 4 FI � SECTION TSEPARATION NALL SEPARATION WAL [ s r pp � �., 11 six11 ; l f t3+I � tilt s�l I t I t yqyq 1 �{ t 1 I j Il� .'$I Ikr.4, - Til ( .,I! t III[,; I if tt { �' tl ! (( FN I d I k qld�' it h r I i d i S�k II A1 g � if I � gg �, I It l^ II � t 1 � �I ➢ d EEE k { I I IaI ,t t i �1� 's I . �`I , I• Ii .v �a I 4, � �i� , 1 II �� dk�ib� i � Itk ��Ijli ir3 i k III I IIS .� I If � r F jM I I I — ] I P 6 II pp II r i I a r 1 2-4 R @ 7 ' I / , —3 TF t { I it } d F yy i I 1{ i t I, 95 5 G h'. IiI ;llv fin. RR i PIP La �I 1 7 dd I I � oo 2 A-9 � 5 i 7 �g GYPSUM WALL Eli All BOARD ic F I,I x `S i N � �' r h #I� cI Il��ii a ilvl III I p r p 1 i. 6g4F�t C< � { if it ' 1 i I I e [ n - ♦ e 9 E STAIR DETAIL STAIR SECTION tl , if 2 1 - 0 2 1 - 0 ki1 : :� I� t I I � 4 11 ii x1 0 % !i l��1� ICI $ i I1 a i fit I I IiI ii pp i E Ifs 7 a 1All ; iII II ,_ it III s I I I I l a ) ti I fsa �,I, �1 �,• 4'otxk�� '`°I�l t{# ��I S I��,fi�,l i1�y I I I I I :. ,ro9 I X�` I, , I p SI , � t. pL � !f fi [♦ P4 I � I B it t1 20 XHHW AL t l I I � oll I AMP PANEL 13ELECTRICAL METER AND 150 AMP BREAKER � 3' CONDUIT, RUN TO POLE ELECTRICAL SER I 'MICE RISER EXTERIOR WALL i 4 { 3068 III Iii l.I, r1 , O STORcli o ,,7{7{ it I hh ddd 0 S 1 VR ELECTRICAL LEGEND - �!1 h� 68 �I N O Iaf1 iI ISI 1 ��V 1 110 VOLT DUPLEX OUTLET—WALL MOUNTED 0HVAC ETU 1l 1 � I RRN AIR 110 VOLT DUPLEX OUTLET—WEATHER PROOF' 3068Ito 11 110V DUPLEX —GFCI OUTLET aR REF 110V DUPLEX —AFCI OUTLET - tl,� ° €I ItI Yak 1M ISI 6 l 00 I a@E220 VOLT OUTLET—WALL MOUNTEDAC OD a �` I � , X51 , � I' IIDnit 100- TELEPHONE OUTLET COMB' 00 7� it ', VI11�;11�,! ti �– SWITCH SWITCH—THREE WAY I 0 PUSH BUTTON SWITCH D# 3068 ® DOOR BELL CHIMES �I li I do ------ H OCABLE TELEVISION OUTLET II € II I i LIGHTFIXTURE—CEILING MOUNTED LIGHT FIXTURE—WALL MOUNTED 4� SMOKE DETECTOR—CEILING MOUNTED EXHAUST FAN � n SII 'I �► ELECTRIC PANEL cOMP 3068 Lo QUICK DISCONNECT a, 2668 FLOOD LIGHTS — DUAL HEAD � IGHT 1'x4FLUORESCENT CEILING MOUNTED - (P EWIRE j LIGHT FIXTURE , I poll LIGHT (PI FAN it �-O I II SII ; I ELECTRICAL NOTES II 1 , � xl 1. IN FAN LIGHT COMBO SWITCH TO II OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC ———— �� , FAULT PROTECTED PER NEC 2002. — Ir Ili ' I 3. INSTALL DOORBELL TRANSFORMER IN FIRST 13 FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. � I 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE—TYPE SWITCHES. Yui"I I 6. ALL ELECTRICAL OUTLETS TO BE LOCATED I " MAX. 18 ABOVE FINISHED FLOOR. i it I € N L I p(� JII dk , � FIRST FELECTRICAL P s� 6 a4rt ,w I Itllyiy�' 4A' , 4 = 1 E! 'A Y it 1, •L� I� � 14 "� i I I I jjj II € i " I € 1 M I I�e�. J� I ,� I 1 f ��' {,VIII P r � { Al 1 r+ u = l wlIk b � � tI 41 �� a w4� i'��, ��I ��I D �'. 1J x = �'q•u � { '. ,�+ 1 a7` � - al I I { II 'I— i I fE �� I I 'I ` it ■ ■ I t •I" {� I i i� I r LIGHT LIGHT f I ( (PREWIRE (PREWIRE . AN FAN FAN) ) ■ IIS, " I I +',I f � � �'� ,¢�t �� tli tl. � �I ,� �(� ■ 111; it ELECTRICAL LEGEND— SIGHT �■ (PREWIRE I� (! I ; I�I 1• �I`i ';� i I iIIS: 110 VOLT DUPLEX OUTLET—WALL MO(JJ]NTED [FAN) - i I I d {' c �� I I',rP' ,i. 1 I , I JAIL aP ��Izl�i I. 110 VOLT DUPLEX OUTLET—WEATHER PROOF O 3068 00 110V DUPLEX —GFCI OUTLET li 110V DUPLEX —AFCI OUTLET ■ i19 (220 VOLT OUTLET—WALL MOUNTED &_AO O qt lol, TELEPHONE OUTLETFm 3068 - i 6068 SWITCH—THREE WAY p � i {ISI t i. I A PUSH BUTTON SWITCH BEI I II DOOR BELL CHIMES 00 • I I � 00-1 CABLE TELEVISION OUTLET DC WN LIGHT FIXTURE—CEILING MOUNTED } 7 I ¢ - f LIGHT FIXTURE—WALL MOUNTED. D B' i, � I II1 Iiia` 6068 CID O fi i O SMOKE DETECTOR—CEILING MOUNTED 3068 � BELOW SMOKE DETECTOR—WALL MOUNTED 3068 — �; I I ■ EXHAUST FANCID m 1 i �;,N �It[�l��`'{41; �P' �} �,}w��„ ',IIa o ELECTRIC PANEL d III" ' fi LIGHT ,.1111 : � QUICK DISCONNECT y (PREWIR 0o I loll � II 1 Bila — I{ �'[ '� , I1:2. FLOOD LIGHTS — DUAL HEAD FAN) M 3068 Lo¢ !I A$v t S ISI 7 � P � � _ I �f 1 f ��rrr YYY 1 o • � c I. II III I si , P. 1x4 FLUORESCENT CEILING MOUNTED LIGHT FiXTURE ■ LIGHT LIGHT ( O� PREWIR } I 11 1'��$i , (PREWIRE FAN I�, it ■ I� IPS g, I i[ ypg ; pgj jjl� 21i IIp I I ��' �a� I P� ' ! ,I IS ELECTRI CAL NOTES — 0"i G � +I I .P '1 ' 1� 4RII } P.. I L�( `� 111 YYl�f�lrf� I �+'& f �� 1 ��dalyl t��,tir , � ii= ,a I, t�'�rt'n ■ ■ 1. IN FAN LIGHT COMBO SWITCH TO ■ I, �llj `,I OPERATE LIGHT ONLY. �' I II' 1111 I $„ � s=1 2 ALL WIRING IN BEDROOMS TO ISE ARC I �i �1�� 1i,,,�� , € FAULT PROTECTED PER NEC 2 fl02. JI P �, PI I,i GSI 3. INSTALL DOORBELL TRANSFORAR IN FIRST i II: rI` I I�{ � � I I' �� II 'r FLOOR ENTRY CLOSET. i+ , 9<< L }`^ I' ( � 4. ALL THERMOSTAT AND LIGHT 'WITCHES TO J i . �'. BE HUNG AT 48" MAX. ABOVE' FINISHED FLOOR. r � I� +�(3 ��(i � r�,�l�. • 5. ALL LIGHT AND FAN SWITCHES, TO BE TOGGLE—TYPE SWITCHES. II ,i, R I I, 6. ALL ELECTRICAL OUTLETS TO RE LOCATED MAX. 18 ABOVE FINISHED FLOOR. SECOND FL 0 ELECTRICAL PLAN +� kai { i( ItI II d I � I I _ pp I j d v k II f� , - � � �, ,� 11 �-1,1,111�__ , " �� : �� " I , _, 2 ;4i 11 i ,,t, ,17 , F I I _11 I ; " .A JTT � ! ��, ! I 1.'� i,�I !ia I I " ,, 11 I -I �� .1, I � ,., �: I � % f , � , , I; � I lr� ,T I I I ,, I I �I� 1 , A � I � : I 11� I � 1"�!1� �� :I � �:� 1 I I I i �i i - � li 1 A I , '111 , r I I I -, i I I I � i � I � A., �� ; , i� I 1� I I j I III � � I � i , �I . I , 1 4 - � r ,�! ;'I, I'll ! I I,I I r � ;" I i �I � � � ,1 i I� ,� :i i �: " : �� 1 �� I 1 ;I, , ,I I I i, : I � 1 1 1 I I �� , : �( I � � � 41 1 , I t 3 1 i I �I I 1,�, 11 1: , i ; I I I� � I I i I li 1� � , o � I I I� I , I I �i I i I I� ;I � I I I : I i 4 f . I �:� I ? ,j, 11 I �1 ,; , ii I I �� `1�I�� i I,, � I I �,q I ! ,A�: I J ! ,� � I : . � � il I � i � �� i I: "I I I � :!:, i I � I I I � I I �� I I � I I I , i I �I I, I � � i I � , i I �P i � I;�� , [ :i, � ::i I i � I I �I,� �! � I f . I I A� t - I ; I i ! I '! ; p : I;i �i � i �i � , � ;� � . I ,% �: 1� l �i I , I, I , 1� ,� ,� :: � � I :1 I I � �� I I : : I I, � , �, ,I � :� , �, I ,i I , �, , :i, i I - , I! �I .i � I I ! � I � I I 11 �,�I� I � t � ii if . I I �z . 1� I ,. �: :1 ��,�� i 1 1 � I I : I � I I I I I � � � 4� � :I I � .! I ! � i!, I I � &?, I, � I I . , RAL NMES: J, � I � � I ; I,� GENE _ SPECIFICATIONS: (continued) CODES & DESIGN STANDARDS: DESIGN LOADS: ; .1 I �: �3'11 1, i 1: I � I :1 - I J, ! i'i . 1, � ; :i , I I �� Q i�, � 1 1 1�� : iv I I r, il , : � , , ��j I OTHER FRAMING i I i � I � � � I , I � I I � � � ,,1 : �:� I ,:� s,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each iinaterial and/or Florida Buildin Code 2007(as applicable) I I : I I � [it r � : 1.All notes,drawing. 9 ROOFS I I i�l i , I I 11 ii I l, i, I � i : I - . I 11 11 " , :: I 1. � i: k i � I ce contributor poor to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materiah shall only be Florida Building Code-Residential 2007 LIVE LOAD 20#/sf : I � I ;! :� servi ;! . � P�� if� I �; 1 . I � I 4", ii . 1� t� 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall W#2 SYP lumber w/maximum 190/6 moisture content. 7 I I 11 �f 14�J � : , � 1 I I E I ; � , DEAD LOAD/SHINGLES 7#/sf � � ,i � �� furnished by those ppsons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted hertin,as well as a ASCE 7-05 1 ` I I i�1"; � � I� - I � J I�,� I � I I , � . �, l: I i, . � I I I i 1: I I � f 1� thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. NDS-05 DEAD LOAD/TILE 20#lsf � I,, ; ?i ;- ii��, , �,'11 r �11 2.All engineered wood beams shall be Trus Joist/I-Level/Weyerhaeuser brand Microllam LVL 1.9E,or eqlpivalent,except as noted otherwise,and shall be installed in � I � I I "", I i I A I �, 11 ?I � TPI 1-02,BCSI-06 J :�� 1:1 ii F � ]� i DURATIONFACTOR 1.25 1 � � �'11111 i, I . "; l�,��:! I � ! � r I 1#documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 ffirftgh 1607, 1609 accordance with the manufacturees specifications,instructions and directions. : 11 I I i 11 , q , 2. These engineem ACI 318-05 FLOORS I I I I � ` I i , � 1 ij i � :1 il : il� � �11 da Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.13 R301.2.1.4 I , 1 1 R I il ang WFCM_0I I 1,Ili :: i ,� : r and 1610 of the FloO LIVE LOAD 40#1sf � 11 I 1; 11 f: i I � � i� I � �I I , 3.All engineered wood posts or coi shall be Trus Joist/1-Level/Weyerhaeuser brand Timber-Strand LSIL 13E or Parallam PSL 1.8E solid members,as specified,or :!I I �� 1, I,' � I 21, I a DEAD LOAD I2#/sf ': ; r , . � I i - i I �� , I I ! long with Tables g"1.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the alecessary analysis, i � i, equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engiriveered wood May not be built-up or pieced together to form : I i 1 �i I' i drawings details I specifications co only reTuired to depict the construction necessary to conform to or with the structural loading requirements as,pintlined in the DURATION FACTOR 1.00 � 1 t�� , � "i �, � � � , , -sawn members- I l I I �, i�t :1 � !�, L : " � , � �� ,,J, � I aforementioned sections of the code and specibea y excludes other elements of a structural nature as well as all elements of a non-structural nature. Adid4tionally,the the specified dimensions;they must be solid,one-piece members. Post or columns specified within these opristruction documents as dimensionaltsolid DESIGN CRITERIA: CEILINGS/ATTICS i " : ; �.4 "I i,� I I :� � I V � "I I i � t i I i.e. 4x4,4x6,I etc. -may be replmvd by a similar-sized(e,g. a 5.25"x 5.25"EWP in lieu of a 6x6 sypq engineered wood post without additional analysis or I F r .� 3 1 � I I : I � I j",I i � engineer's scope of*vork specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products"gn(except Ewp LIVE LOADIIINO STORAGE I0#1sf(non-concurrent) I I e i I il e i- � �1 1 � I I I � umentation required by the engineer. BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf I � I � i, I I I doc I specified herein),ew.]as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including dndw ge), I I I t I�, I � I ,; � I I I ,j etc. And, � 11 11 i i �i I � z � � I , I � � i �, I � � I� ! I , � the engineees scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and lile,safety;moisture BASIC WIM SPEED 120 mph(3 sec. gust) DEAD LOAD 5#1sf : i i � � :� I � I i� I � !11 i i@n and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further-van-ants that 4.All naiding shall be with"common' nails,except as otherwise noted. All nailing not otherwise specifiedimithin these engineered documents shall be as specified by 0�PSOUIRE CATEGORY C WIND , � �7 1 � � I ! i protection,infiltrat the . � . i� 1 � I � I : I 1 1 i I ': i, I I i the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in Placed nails i ; � �1 I I i I structure depicted voithin these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections oftlit code andmakes BUILDING CATEGORY II LOADING SEE DESIGN CRITERIA I i , � I �, :� i r i i : I � � r i r I. or screws. . :i( I I i i �, : I i no other claims,wa*Tanties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these dolcunwintsthat address IMPORTANCEFACTOR 1.00 DURATION FACTOR 1.60 1 �� I 1 1 1 . ! � I I 11 I I 11 � I I i ; I I I 1 , -1 !� I � i : I i� � - , I � I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be INTERNAL PRESSURE Coef +0.18/i SIESMIC N/A I , : � 1 1 11� �, I � . 5.All engineered components,includaig roof trusses,floor trusses,I-joist,etc.,shall be installed in accordmace with the manufacturer's specifications,instructions and 1: �i i [ ate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or(Stherwise verify as "I I . I t! � I I I Il I i � I I responsibility of the aPPr0Pr1 i � i I . [I � i 1, : I I I I 4 i I I I I ! I 11 I I I � ,�; I I :� :,I � appropriate for the iptended purpose. directions. I 11 I ; I I I � : " I J � 1 , '� I I � i i . , � l, r :� 1 1 1 I I Z i �i,� 1! I : , 1 i: I I I "I I � I � � ! � �I . 1 Ji I ! 1 I - 6.All sheathing shall be either APA-iDr TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). I � I 11; J� Id � 3. The structure de*ted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding ordit associated effects � I . ��, �l� I : � I:� I ; I 11 i ,I� �11 I: I I L �i, i�� i �, Sheathing may be either OSB or plywood,unless specified as one or idne other on the framing plans and/or(Oletails. All pawl edges of wall sheathing shall be solidly I I ; I �: �� I� i . I thereof. It is the reWonsibilitY of others-i.e.owner,architect contractor,site developer and/or building official,individually and collectively-to estabi the * - ,III � ;'r " I!� I _ ., "ol I I I . � I I I � . � ; I I I 1 1 � blocked. Use of"ply clips" or similar edge support is required at unsupported panel edges of roof sheathinl 7/16"thick when supports are spaced at greaterthan 16 . i �I 'Jil I IN 1: I I I I � � appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an eli.tvation less I � I I � I [:� , I 1, , I Ill, I - 1[1 I'll ( � . � 2 1 �, I � I I i I �� ill , � . : the minimum presclabled by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community i i I ; 11 I � ! � I enginceMg and approved Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less thalp 3/32"thick when supporting tile roofs. Use ol clips" I i� or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of palwl thickness,for improved aesthetics. Roofand wall � � il V ii 1 1 t I i I � I � l i , i by the local controlhn auth . orre, structure icte as a zone - :1 i I I 1� 9 � i ; ,� � :; . � ,l! I � I - I 1 - "V"unless these engineering documents specifically indicate the desi (s)depicted herein are resistant to the )otenti effects of V-class flood zones. sheathing shall not be less than 7/16" thick. Floor sheathing shall not bli less than 23/32"thick,with all parWl edges supported(tongue&grove or blocked). Some I I I " �� 1, I . � � I I . 1; . J � : � I I : I design loads require thicker panels;sce sheathing specifications for specific minimum panel thicknesses,reilqWred span ratings and fastening information. 'i ! �. I " , � I �! I . i� i lirr I I ! � I I I I; I I I ,, , I I I �� 4. The design(s)depicted within these engineering documents hasthave been prepared in accordance with the applicable laws,codes,standards,rules,etc,(referenced I I ii I � :I i �� , - . I I i 7.At exterior walls clad with a stucco or an app e veneer . . I 1; III ` I i! I ; � I i il . i - I herein)as interpreW and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained witIhm the design(s) I . � � Ill I� "�'Itl :11 , I sheathing(Exposure 1,PSI/PS2) or 7/16"thick,24/16 span-rated Structural I ea mg_wKe_n`ffie shMitbing is installed w-itli a-vertical orientation Oong axis I i 11 any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of the*engineering 11 : I � '� - . i �! i , � I I i : ,� � .1 or documents,nor of arallel to the studs)on the wall(see'rechnical Bulletin TB-202 for a ormation). The discretiorp to enforce the aforementioned recommendation is at the sole " , , 1 � i I I I I � !� ,,� �� , l i, i 1 1, documents be fol to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without W&tional fee to P ,, I , " � I : � � � �� 1 I i I ,,,��, discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementiol recommendation unless you have FIRST verified the I � I ! , I the client-unless tW error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees dut tothe engineer ; , ,I I i If I : .[ �I � I 1 :11 __UF I I sui iNt-y of the nonconforming materials with the Building Official having jurisdiction over the project. IFA, diure to do so may result in the need to significantly enhance - I �, ; i , i A 11 i I for the additional sel provided. The engineer will not be liable for any increase in material and/or labor costs arising fi-om the revision,correction or k1pidate to the I � A : I 1,� i 1: , � I! �, � , I l� �� ;i ::I 1- . I the construction of the exterior walls. I I I ,,I I: �J� �1 i i engineering documents or addendum thereto. I � I 1! I �i , I � I I I I 11 I i I : i � i �� I I il I I�, I . i �d I I f�l I ��I �, :, '' I I I , I 1 . �, 1 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordaipce with the manufacturees specifications,instructions and I I � � X; !� , f i: � � :I i , 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The diesignil depicted herein may 410t be used to ications of the connectol NASSA III Co. � i i : ; directions. Alternates to the specified,Simpson connectors may be used,provided that the alternate conneel meet or exceed the specif ;i l�� 1, ,� U I i 11 structurel or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified berein. , � ," I , � i I�J1 I : I 1� � ; I execute(a)subsequent . I I InIl . I 1� . specified and have appropriate prol approval and installation instructions and directions. I � I �i� 1 � � : 1: i� � " � I I I � i � , i � I I � - � V � "� erein. ii I 1, `1 i �; � 6.Use of these docitments for any Purpose constitutes the understanding and acceptance of the terms and conditions outlined h ; I �� I t"'.;I 4111 . I , It , I I ii� 11 ,I �1 FOUNDATIONS,CONCRETE&MASONRY 'i 1,i i � i I � 11 , � ! 1� 11 �1!1 � ; ; I., �, `_1 I � I I I I . I: i,,,,, 7. Verify structure(#ientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconflict ispresent. 11 . �I ,li�i , .. � I I i i . � � : I: I �.il 1 �, I I �I� Ill il [I ,I ) � I �!� I I '11, � �1 I 1 : �: "i . I � 1 � I �, i W-ii: I .I zj � �@ i ; I I I t� 1. The foundation design(s)depicted within these engineering documents has been completed in accordance,with recognized standards,recommended soil design I 11 I � � I !� ,;1 I � 1 ;4i , I t :. :� � between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall be repotted to the i I I � 8.Any discrepancie§ I i i ! I I i Iti . , , "� I � .1 I, . I I i z . of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discoveied during parameters and accepted engineering design procedures and is based upon the best infonnation available att1the time of their preparation. The design(s)depicted herein wpm ... I I . i ��, !i, I il� f t I 11; engineff before the licommeneement � ), ", , �; ! I � )��, � "" �� 3'%R , " , �� 'T � , f f, :I ; �,I � " constrMiction should cease until such time as the discrepancies have been resolved. istare intended to minimize differential movement resulting from the heaving of expansive soils and/or seftoing of subsurface soils. It must be recognizedthat the 4, ! I , I � construction, I 5 , �q z) 1 � 11 0 C" I'llill 3lk - [ �i� I / U A4 N . p , � t! i � ! I �', foundation components will experience movement throughout the useable life of the structure. Subsequene(owners and/or occupants of the structure shall be apprised of II I I I I I ;, subsurface drainage,maintenance,the construction of 0 � � �� ) I� I 1 � I I I I I ,� I ,"! I � l, � I : f, the soil conditions present and be advised to maintain good practice in the future with respect to surface antIt I � � I � i;: � . 9. These engmeel documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,olpening locations (-) T x � 4 �11 I � ,,�� . . 0 � � t I : ,:I partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secol elements near the structure that could affectfirture 0 ,-It � � i H �� I i , ,� ation-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the repulicated information 0 1-295 1 1 � y � � I I :: , i � and other specific joibrin 0 � 11 I r�i ll�l 1 1 n . � � � ; � . performance. � � I �i I It" "I I � � ��: 111��, or for claims arising trom the use thereof // 0 n I i; 1 1," ': I I I I 1 i � I � � " I I I � � � ,,� � � i 0 1 � I ,I 1, I � I I � lil � �I ///,/ . � �, ;� , � � � I I � : � i; i , � I I i � �� I I� i i , "I ii 1�; 2.The foundation design(s)depicted within these en .aturing ,/_/,�-/ III NK I � I : I i I � �_ � '//A, � i � "I i:'i I I ,y depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,eleml or systems . . 0. / � i I I I I I 10.Uraess specificaV i�, 1:� � . soifincering documents has/have been prepared based ont A relatively flat,well drained building site fe %.) 0 - - - � �I, I I I I exclusively non-e ansive soil with aIa allowable bearing capacity of not less than 2,000#/sf and a desigIn lateral load(at-rest pressure)of I pa foot of depth , - - - 00 � I � � i� I t 1 � i i i [ � i that may be intende4 by others and could affect the performance an&or serviceability of the structure depicted herein. XP 4�, / yft��, U I I I ,J I M�/. - - � �� .i� 11 !,l I , . I with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementijoned parameters,construction shall cease immediately and // U N , 1:1 ,� /,�7 i" 21 , I� � 1 1: /,/ � 5 1 i� ! I � / / U U I i Z!� "I I i 1, ��31 � I 1� � iiii the engineer shall be promptly nol of the conditions and no further construction shall occur until the eWineer has provided additional direction. � U fi If I I I � I � : I ( I 1. These engineenog documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes prov4ded herein. Wall /////,�/� I Q i 1, � �I �z � , U � I � : 1 .. , 1 Z / . � %, I � I /// - I I� 1� X,� I ��::! . 11 ��! I i�� framing shall not bid assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in t1he architectural / / /// U U - P I � � ! !,:! � I I I I I � � �, 13 � i ) . -ength and have been anchored to the floor 0 N j, 1 i � ; � . 1 1 1! 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to p*ovide sufficient sh /�/ /// I A IIIIIIIIIIIIIII' .d1liffil 11 T �� l I drawings. /////�////// U U U � �, ,p I I � :� I ,� -- I ,� ,� r , � // �! , � I i. 1, j, i:1, � I: ;[ I system above or otherwise properly braced or shored to prevent damage to the wall. "/ /� � - I �� 0. 11 � ;: / - �� 11 :1 ;,1 i�I I I i � . ///�////� / / � 1; �l � I , I� documents include specific information of a structural nature-i.e.the size,grade,species,quantity,Strength,etc.of headers,beam* 1%l � 1, " : � / K � ,W,Aiw ... ; � ,r�, !!! i �, 12. These engineeriM -,columns,posts, / /.// 'k .< � ,� r 1�"" � I . 1 4.Refer to the Geotechnical Engineer's report for all soil and/ur ite pluparation requirements necessary to&chieve the Tquired minimum 2,000#fsfsoil bearing // / /// I / I / 0 " �� __ I I � / � . :�, I I ,i I athing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be skown on the 9 � ;�, �,11 r i studs,joists,rafters Ae 'u /�,// I Official // - /// I // . 4 ! l"? i capacity. In the absence of a geoteci engineer's report,the site and soil shall be prepared to the satisf&cuion Of the Building 1 - H 0 :,� � i li : I !I �rchitmjg�drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceedqsd or enhanced, /// I associated . AX-----,* , ! 4� ,� I I : /I '//' . I � �': d ; I[ I ason,at the discretion of the usff without additional review or analysis by the engineer,unless specifically prohibited by the engineer. / � /// // Jr. _1//I - �� 114 � i ii within re // � - , aza;;6illiIIIIIIIIII� - I i � ii� I i � :i 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as irlRdicated and substantially centered beneaththe associated // �� - / i . � I � .. / - -, 01 � W, ,e 13.These engmeen"documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understol before using column or wall,unless indicated otheiwise. � / n 11� - - I i F I - //. 0 M_ _�k, � ; i� � i ! the documents for allIose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible diftuments before . I . /�,/ I/ � -_04 I I :I 1 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation perforrMance. While the location of thbse Aeps,jogs and elevation , . / 0 CP � ��@3D - _' - , I '. � i i I / - , I I I I ; I I proceeding with intsil use- /// / / // / .,/ 0 � , I changes indicated or otherwise known to the engineer have been depicted within these engineering documdWts,it is understood that some of these items may change 1//�� / t, : i 11 I I I i �i ! I r, I I I I . . 0 , �, . ,I : I during actual construction. The design(s)depicted herein can only address the proper foundation configura4tion as specifically depicted herein and could require . 0 0 X M It - I I ; 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe qnithoritieshaving d // / / /./' F,\ ol : �� I � � ! ,� Q / I , /// - � I k � i additional analysis and effort should f teld revisions merit. /// //, I i , I I I I d / U I I I 1! � jurisdiction over the construction and/or occupancy depicted herein. AD contractors-including materials and/or labor contributors-are responsible for Ne means and /// � � i � , consbull the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulatiotns,codes and WA ///. . / / // // / ////� I 4 0 0 0 10I 115 , ,� Ill I 1, i ]� I methods Of I �, 1� i I I I! 7.Extreme care should be used ffiroujAlout the construction process to prevent the movement of retaining agid/or foundation walls until tlA completion ofthe structural q / '/, /// // ; a 0 e, ' _ , 11, I � I standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,�hl they have been :� // / ////;/// � �i / n n I I � i i , � , system. It is the sole responsibility of the contractol and labor contributors executing the design(s)depidtied within these engineering documents to adequately shore d I I i , I : i I )(a#)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority0es)of t1heir designeei . vill' [� r I � 1 approved,and c' I/�'. I I ,,, � � ,, I� - i I ,Pl, I I 1I �ii . � Furthermore,all construction arising from the diesignil depicted within these engineering documents shall be inspected as required by the authorityl rtsponsible forthe the walls throughout the construction process to maintain the integrity of the designi I I //,�// �//,� //�/ . / ii 1: � i 4,�I� . . ; ') I ! issuance of any pemWt(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or * 00wo�e.vllllf I I I I '%I UL.AW Co. 1-295 F I ilfi� I � . _ V,V Ne fed or more beyond the � I I ,, F . I , a via . 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure locatiorp,as well as for an additional f , . � I � �i � i *r any pi#Wie,until such )� I I ; I� t I or, 7�, I � � ture-' ' "' nd and in cQkWliance with all perimeter thereof. Unless otherwise iidicated,all footings and flat concrete shall bear upon non-organic,u;ndisturbed soils compacted to aVensity ofnot less than 95% ; I ,sou . ' I I I ; I , ; � --� ,� �. .11 11 11 � I of Modified Proctor Maximum Dry Density(ASTM D 1 557)for a depth of not less than two feet(24 inchesi below the bottom of the fo , slab-( ,V . I, � � r I , �,, , 1-, 14 1 1i I It 'thin these engineering documAn& , , , .1,-, 1. ., ITA i ii _k 1 -,��3---,�:,, _,_11_�:, �1, i�,� I- I 11 I I � ! � I _ ,Pull Clow �,� -,,� - _,1�141�,, � I I 1. -, � � I �i t r - I I -11 � "I "I� -,'� !i I I I I ,�, GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placedi atop non-organic,und& d j��h ft bompWItion I I � I � . !, I =no d" thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compadited to a density of not less an9 of Modificilli Proctor ii �i 1�il � - Jetennil*the proper i , ,I -ol ______ ____ __ #M-eUesigns,as well as insLWe the soundness Maximum Dry Density (ASTMD1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engin F-I r ific to the ,I --- __ --- . . 'I I the sole responsibility of the contractol 4rud labor but in no case shall the ' I ; 1 . 1, building site or at the direction of the Building Official,as deemed necessary to achieve the minimum requ&ed(2.000#lsf)soil bearing capacity, I 1, i I I of the cture and#ts sub-elements and/or components throughout the construction process. Furthermore,it is V0. � , , , 1* , 1 4, ��. ", vii,de appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction proce% until suchtime site be prepared to a lesser degree than that which is outlined herein. 1 W,l I contributors to pro i "" '11 i � ;;;; , : ��1 i I I i : I :i 11IT"i II,111,�� Ill I as all of the structur#J elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these . I - I ��i : I I ti : :Ili i � li I I 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"A10minal thickness in any instance)and be Placed atop 11 I � , I � i I I ; , I � I I I � engineering documepts is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. � I !'I I 1 1 I'll � : A� I I � , 1: ,, I (minimum) 10mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standal Slabs shall be reinforced with eidxr6x6 WI.4xl.4 PROJECT LOCATION I r I I 11 -- 11,411111 1 i i 11 I I � I i 11 I I �', I � I . � I � � !l , i WWM,lapped not less than 8" at edgestends,in conformance with ASTM A-1 85,or Fiber-Mesh minforce&ent shall be used with minimum 21 fiber length at a rate of I . I " ` , 1 , I I I I � ��j, i i I I I � 1: I I . 16. Yet-to-be-installigid building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the flool or roof(s)of the structure d�pictcd within l , i i� I � �i I :1 . lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 i I � � 1 i i sha ibuted over an expansive area so that the weight of the uninstalled materials does not exceed the allOwabAe live loads of � , . i� I 1. I I i z I I 11 1 i I i i these engineering documents 11 be evenly distr , � I r � I I � ::: i I � I . � i i I I � I : I i the floor I !il I : I ss indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. I I i I i J , ; I :! ,� or roof-,UrOe I �i � ll'i I 1:1 ,, I � I 0.Minimuni compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 degys- COMPONENT & CLADDING PRESS S(in psf): :1 � � i : I i I i � I � ! ; 1 J i ;"I � I � I 1 � 1 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directioull and instructions I I � I . I 1 : I .1 2 i I i1i I I::I' i � i i I I 1. Where indicated,cores or cells of'block masonry(CMU)shall be filled with coarse grout or pea gravel(ponerlete with a minimum compressive strength of not less WIND 12D/C - I i I i I I I I I 4 . or as otherwise indicated by the code or associated product approval document. ROOFS(all values negative-i.e. i I , I I I: 1 1I � � I i I � � I � i I ded by the maffiffactUrci, PrrCH <6112 7_L4 WALLS(incl.Windows&Doors) : ;� I �� I I provi than 3,000psi at 28 days. - . �I I i � �� i I I �I � I � X4n.P E Ht <NY ZONE"3" ZONE"2" ZONE"I" OV I i j , , I , , 1 � CF END ZONES INTER Oft ZONES I � ( � I j I OftG ovmmm I 11 . I I 1,I , ineelifig documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along wiAh the associated AMA(insiliI OORNM END/EDGE INTMOR - nSfIMOR i I i I I I I I � 18. These eng NEGATIVE POSITIVE NEGATIVE POSITIVE I � I 1:� i I I i I 1 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cc#er for all reinforcing shall be as follows: I � i i - I i � Ii:1 1 standards and desig#A methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards andtnethodologies are <10 -73.48 -48.04 -25.43 .1q96 -6ZI7 -44.65 33.35 -36.17 33.35 ,� I 1, � I . I I i , � a)Concrete cast against earth: 3" � I � I !ii I , I routinely updated a*Nor supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local perml and 20 -68.39 -43.80 -24.59 _ -62.17 -41.82 31.93 -34.76 31.93 1 1 1 i __4 dF- I ; � I i: � � ___:9.F �, i i i I b)Formed concrete exposed lo earth or weather: IV2" - l! r I V - I I and subsequently used for construction)in a prompt manner Should permitting and/or actual construction be delayed beyond the apiplicable effective 50 1 -61.04 1 -37.87 -23.46 i I i ,�l 1 , �: I :i enforcement agency ( _ 3 _48-i -6ZI7 1 .37.59 29.67 -32.50 � 29.67 . I � . : � I C)Interior slabs,walls,etc.: /4" 1 : i � . I I I 1� 2 r � i i � !� �, I date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall N returned to tile I >100 1 -56.52 1 -33.91 -22-61 - 0�5 -62.17 1 -34.76 2I ---18,�6 i I T I 11 _L - . .: � � I t ,. I i � engine",who may g,ubsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or . � A � � r r I -I I i I �I !i Ii I I 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plan§and/or details as grade 60(G60). All longitudinal �� i � I I I - ;I :, , I �i 11 I i � i I, illl i methodologies. In j*o case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. ,,�� I :� I 4 :ii i �, I I (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/of matching comer bars shall be used. All longitudinal i � , I �� i I I LECaENC) .I� � I . I I � I �-L I I I : 1 � 11 . A ; 11 f 41 , 1i (horizontal)reinforcing shall be lapped at splices a minimurn of 40 bar diameters(20"minimum lap for#4&nd smaller reinforcing)and all vertical reinforcing shall be A I � 1: I: prototype prior - I I�� , ,�:!, i 1 19.Engineering docgments such as these depict a design that is both impractical and economically unfeasible to fully test or to execution. As such,extreme ! � I � i i I lapped at splices a minimum of 25". - I � � � I i� � � I i � ! i'�, � � i care and code-requi%W factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or cibriflicts. i �,�� I : I I I �:� :I! I . 1! I . "I I 1(2)2xIO-2 / 31( 44EA I I � I I i i However,the very 110tirre of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inheft I'% � 11 � ; I � � 1:I; : I i � I �i i % e I ,, : - nt inability of the DERASEAM 26ALL-OUT �ill i i; I � 1 14. ALL concrete operations-includbig bid not limited to mix design,mixing,transporting,reinforcing de*Wing and placing,placing,curing ancitesting-shall be done 1,I! I 11 ,I � � I i , I engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require a4ditional effort T T t- i � � , i : I 1 �;� I �� I ), I � �, I 1 I ii � I I I :! low fee(relative to the cost of the structure)associated with providing the engineeving services as in accordance with the requirements and application of ACI 301 "Specifications for Stnwtuml Concrete." NLMER Or- KIW-S-STUDS EACH SIDE or- oPENNa �` , t � � I , � I ; � I ornmenced. This,combined with the relatively I NLJM5ER Or- JAQk_STUD8 EAC44 siIiI OF oFsNiws , 3 I � � I once construction h*s c � f I I �11 ; I I I � I SIZE OF WEADEIII MATERIAL (02 SYP I ; i ; i I 111 � I I depicted herein,cauws the engineer to be unable to accept"back-charges"for errors or omissions contained within the designi depicted herein. � � . 1: � � 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. T ".1 j,! � il i I 1 i � I ; I I I 1 � i i ''i,� � I NLM5ER OF 11I IN HEADER I � I � I 1 I - 1� �" � 1, : I 20. These engmeei documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual propertX ofthe engineer. I I i'I I � I ill' : 16. Concrete masonry imits shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type III Grade N-1,normal weighQwith a minimum compressive I � � � I � ! i f I i ; �� I � !I ` the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elemIents contained ALL EXTERIOR 4-EADERS 1, I I ij ��11 � al : , For cause,upon notice, strength of 2,000psi(fm= 1,500psi). I U4466 NOTED OTWII " I I I i I� !I I ,111 "I I herein are prohlbiteg without the expressed written consent of the engineer � - I I !,: � � I : I I I i I I 7 ,i i: I � ,I ; ALL INTERIOR WElidilDERS uNL fts NOTED oTwERI ''I I I I I I I I s 11, i 17.Mortar shall conform to ASTM C270 and be Type S. , i � I :I I � I : i , 1 11 I i q 1� � � 11, I , i III" I T :�:�� ! I I H � I I'A , I 1� 6111. - - SWEAR-WALL SEW'ENT - RE R T(2) SWEET STI FOR ADDITIONAL INFORMATION i I� : ii: h 11, : � 1 2 1. These enginceritAg documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engini has used 0 I I, I � - : I �,1; i I [ � 1 r I'I I : i resources reasonabl)y available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the spelilli site or de i i I i I Ji , � i I 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000p,O at 28 days and mixed to#rovi a slump of between 8" : i fl I location of the consfiruction depicted herein. Those resources reasonably available may include local govemment GIS maps and/or satellite imagery,wind speed maps ! I i W . k 1 i4 'tl!]�L ��J: � � � 11 , I �� il �� J I ,� � and I 1". � shed controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official*hall verify the I - % I I Ill pubh by the'O'Wand other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. I 1 ;;; � '7711,�,,, If ,,I wind Speed,expol 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified 4ifferently on the drawings. � � The engineer shall lwt be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him 1- "IRS011 IN PLACE OF A CAJANTITY OF KIW.x-,raTLX>S IN A HEADER OR WAM CALL-OUT � I � �� ! ,;�l Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. I f 11 , ."',�!�,,ri� � by the client(or offill or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. INDICATES THE SPECIFIED HEADER OR ISI 16 RAISED AIBOVE THE Ill LINE I I� �I �� : 1 7 I' I I I ��, ,I I � I� 9 �J lll',�� 1 i'i ,:, ,�, .. . � I � I�, li'� I , ; �' ,I I HI � I 1� I I i i � � 1 � - I 11 I i I I... ::: I i I _ ,I �� 20.Provide horizontal joint reinforcing in CMIJ walls at 16"o/c vertically conforming to ASTM A82 and A�,,STM A167 Type 304. ,__ ( ) INDICATES DIRECTIONAL ORJENftATICN OF SPECIII FP.41111i MEMWR � I . ,I, ,, i., I I I I I ill I � I I , I I I L i i� i i I I L' I I ; ! t ,t � ��, , ; � I 1; ti I �F 1 1, I i I ,I �� 4 ,I I I 11 I . ,,;:� � I I I I I 11 � I I'' �;! 1� I!� , : i i I I � ,� Y I" I � I � � I � ; � � I I J:�; � � �,I� � � I I I SPECIFICATIONS: � I - � I i I I I �, I I 1� � � - a I � I I N I � j� F I :, :,� I � 1, 4 STEEL � I 1, I I 1 i, i� - � 11 il I � I. � � il� 1:� I � �" , , I I ': I I 0": � i; ,:� � � I 1� :I� 'Ir I I "i, p 1� I � . � � � � 'I -, i � i 11 . � i 'i 11 i 1�� i t I 1 � �1� i I� I � � WOOD FRAME WALLAS I I �, k �: I I� i � : : � � i � t ; ,; � I � ,,� -al Steel I :1 ,I 1,� 1, 'L, ,!, ; I: L� � � : � � I : 11 I � , 1, 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the D�llesign.Fabrication and ofSouctur :� � I I I I 5 ,�, i I , , I I �i 1� � � - R I � �� . ll � :I i; I � !�i [r, � I r 1, I . I t � r I i ": ,� � 1 Buildings," 9th edition. �� 11 ; I[I,, ,l� 11 I , J 1.unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-*amed" when 1, I � � . I i " t �i , 1 : ! 11 ", �, il ) - FRAMINr-s C_,��CTQR SCHEDUL FRAMIW3-TO-FOUNDATION / MAfgNRY ECTOR 5C:Hr=r � - r ;;;; , ,,�, 1, , �� L ! I � Ir 1� I � � , e � I sy st aftd sh be �, , 1� I , I 11 I"ll �F g sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor em" ould not . ,�, i I I 1 Y� I I I i z! 1, � ,ii fully-braced by an i0ersectin �. I% � � i� i I�.,� . � _:� NALD/9OW105 TO WARDWAW -- I W LOCATMe E>d4l POtMATI , I[ � 1 I � �; ! " I 1, I , ,� ,I ,� 11 I � ; ii, I�:� ,-, 1 ! , :, � 1 1� or NA" 1646 018) � � � �� I � � used to support pla&xm framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be comfinuous and 2. Structural steel shall be ASTM A36,except as noted below: I ,� �� "I I 11 . I i ,� a)Pipe ASTM A53,Type E or S,grade B "I FRAMINS MRIMBI C.ONNECIM i, I : 1 ! 1, �;� J! 11, �� . I �,� I ? i I uninterrupted bei points of lateral support. I F?W_&W0 F I i- I I � 1 1 , :: i . 11 ATR SIM ", DI&T - I I � , I I ,: I ,I� ; I ii 11?' l�� 1; , �, i I I I �, I � i :i : b)Tube ASTM A500 `�, 142% (5)ad FM END blill LV So ", � � : " I I � �"L� I (12)*d ABI-" I 5- � I - ,, ; ! :, �; L I � . � %1 !I, I i � 1 !�, jil H . ,� "I I i �1 1 ,. �� 1 I I I I L4I(I W/MIN 5_�. � I I i I , �1. I �!_,`, � :: : 2.All top-and shoe / Il (4)Od FIER END I (10)"/RAI LTT205 _A) 4-1/4" 4"wl 24/2"SMA i"I I ! � 1 : li I ! -or sole-plate material shall be#2 SYP lumber w/maximum 190 o moisture content. Shoe-or sole-plate material in contact with concftte or masonry I I I 1�� , �I . :� 1 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. I �* (5)I"x I-1/21 PW END -- - - 247'&VI 20 Ill 4'6I I I : �Iil ; I 1i � � I , ; 14 �� i shall be pressure preservative treated. . - I �" o �ii : �i 1"'! ��, , , � I 4 � i �,,,, �� W)Wd swA.E mT DW# al D-14. .1. : , � � : 1 � � : � , , ,� MT612 (W WId or Wd x I-1/20 TOTAL J � . I I I i I I � , . 3. ,11 � I 'I l�,t ,6 � �, I I I ' ' , 1i 2x(")Wd DOUBLE MrsT (2)!!i/V# 11-14" .. i 4 : �� ; I I �, WMV (20)Wd or e2l led x I-IW TOTAL !I I I � , 1: �� I �� j�,� I I 4.Hex nuts and couplersticouplings used for bolts,anchor bolts and threaded rods shall be low carbon steel&nd meet or exceed the c of1he corresponding ASTM 1 . 1; i!�'; , I 1 3.All vertical wall firaming(studs)-including"jacks"and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)tncllortable(s), 1-LI. �: � � i I � !� i :� 1� (0)*d 61N�Ls NTT* 5/81# PI U i � I I I F1 � I � : , J' � A w/maximum I 9%roclisturle content-except as noted or specified otherwise on the g plans and/or details. All vertical wall framing(studs)larger 2x6 be A307,A36,SAE 1018 and Grade 2 bolts. I W*d$Nl TO TRUI I- I �i I �� I I � Ii I I i ,� framin t%m shall #2 LGT2 J_tJ. I � , : I 11 DOUBLE 14TTWP (2)5M'# 9402" - �I i�: � r I . I I I . ? � I I � r 1 (14)*d 6W4M TO R# 2x(IW" I � � 1� ,I I i 1 1 14 1 4 � ,�k i i� iii ` �: 19%moisture content unless otherwise noted or specified on the framing plans and/or details. 5.Hex nuts and couplers/ciouplings u9A for high-streiigth bolts,anchor bolts and threaded rods-ASTM A4L49 or similar-shall be . - A � �' � SYP lumber w/maxiImum W*,-*A,-16-2 (2)III x Ii TO TMM*,(W)TO rJP061 2x(W)*d TANDEM W"* S. �1 1 4 '. f ! � I i4� � i I. , ii i � I � I 11 i , h hex*STM A563 grade D11 (1)bilill a-W, 5-14" 1 1 I ; I,�if I �� ; I 1 � I t � � I i�' I I i ��I I - �lr i : i� : t I I MOTA12 (W)Wd TOTAL (32)*d 6Wkwo SINGLE Il 5/61# 5442' 5- 2- 1 � � 11, ;11 I � I I I i I i � he specifications for grade and species of the studs specified for the same wall, (except walls that 1i �: - 4. � i .�I I� I I . � qi �1 I I : 4 All required 2x bOcking in vertical wall framing shall meet or exceed t MSTAW (W I"TOTAL 5_141, W. �Ir i 1 1 � i i � . I I ; I 2x 02)Il 6kiki DOUBLE HTT22 ?2)DW# 9-14' i i _ �, .11 i: , I � I i : , - MSTA24 (0)Wd TOTAL 3. � !I'. I � I 1z �� r I �!� J 1: I I , I are specified as SYly and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: 1� (*))J*#X 3'Kill SINGLE Fl IW# V r I .� ,� , I I � �: i, I I - , � � � i,J:i � , ; I, .� 11 I MBT31 (42)Ill TOTAL 2x(W)A'#x3'8M DOUBLEPI (2)IW# V 13A!, I i �i, 3. , , I, I I I � lli� ,�. � I � � '' . I :� I �; �i I� I � I, .1 . ,1; I �,li � � 5. in some instanci these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thick*wofthe wall as I � � 1 � I i.e.d4illbalcony M&I (461*d TOTAL (20)XIO x 3"SM 6114GLE 1410W lw# al - I I I I I I I I , - - I. I.Si I I I li i! : � ,I 1.All structural members of wood or structural composite lumber either exposed to weather or in direct conl with the Pound or ; p �t� � I �: 11, � - : I i _,. __ 'I i� i � specified either in tlW stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesifts- a)The -2f, 1 1 � � � � � I � 1157160 . �� I(M)*d TIPTAL �� -ed I i j ; �:1 I 1 � ii , � - -006 DOUBLE NOW 0)IW# S-W _W � � � i� I; : : boardstlumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific I jipation- Borate-based tre woodahall not be used&II 2x(20I x 3 15 4" � � 1, I I � � �;� 'I, � thickness of the adjawent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be fun -o*t to a thickness O" (30)Od or(26)10d � , I I , , i TOTAL . I I 1 14 � :: 1� � '', , 43. I - t I , �, aand ved 4adequate - (24)Y44 .6W E HHDOI 'll 15, 3 ,I " �,� co he thickness of the column within the wall;or,c)The column and adjacent wall may remain diffamt thickftsises and the Structural members exposed to weather or in direct contact with the ground unless specifically rated by the APanutacturcr/treater for the x 24,am -.A- 5 � t ;L , t, I I I� � i l�- 1! similar to that of the't lumn so asto conceal t � � . I I ��i: � 8I-6,-8 (12)Ift X HAI* i � � I 5 , � , I I � I i,�� application. 2x(24)Y410 x ti K* DOUBLE WHDW (2)I*# - I I :,; � , 4 1 4 �� I I I � �,,,, 4 1 : ,� - , jl� I , ; i i 1: i 1, � � � I�,I I I li , column,wrappedil,vyith a finish material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe V�rrw 11 �! , � i, I I WAAM (25)Ill (16)led WGT2,Will I a)W44 '1* 11- 3. lai : 1i � , I l" I ; I � : ,�,,��;,� ,. i� � I � i''LL aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an enginftred wood ,, - 41 I I I � L� i I 11 LTP4 Wall x II TOTAL r I , , I !�:::: � �,i �I 'L 1, ,,� ,� I I I I ,i ,� 1- ,f � i ,I Ij I i� : :1 (EWp)or structural sited column may be used within the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be presmm preserill treated to resist I-I W Wd WaT4 1(2)5/4-0 II- %. T 3P - � � iig 1� il � �J : , fl I I �l ': !I , I 1:, A35 (W Od x I-IJ21 TOTAL Imay �i� I � J, � �: I � � I T... I I � I 1� ,,,, I "LAMING21 wild 9lRAM1N&-TQ-FQJNQATfQW Namf� �I i I . t11ETA20 (9)Wd x 1-141 � � ,I il , 1: � I I I I li, , 0i�, 3.All fasteners(nails,screws,etc. less than V2"in diameter)in contact with pressure preservative treated w&od shall be either hot-di galv*zed I or stainless I 11 I 4 � i i 1� � � I I;�i: , 1, r I ! , � I ,1, I, :1 ; � _ I It � steel I All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials 4W be rated by the in tur%err compatibility with the WWII (2)Wd x 14421 1)LIGE 61111pal AT AcIpi rE Two-PAI ol Fm ATR_TO44ou�o.oolqwcTl"I � , ! I I j � iii, 2)ALL DRIENDICIII0("M DIAMETM SHNNOMMIN't,KXUL ffrC-)AW MINI 016TANCE0 UX0. ; I il : � � I i FIELD FRAMING r � i. I ;l"I I: �! i: I� �il i` J I �i i�, �, containing 5)'DOW"'"OLD DO"REaAM MWILIM V&PACM WnIMN ATM ANGWOM UND , ,�: L612-IMA80I W*d GINIOM TO TF%1W, I �j � ,� i , 4 1 1 ve - - (1)V414,x 2-II/4"TrM&OPWA TO Ii 1 4)NOW DISTANCE D118*11"TO BE MKAAI TWE EXtEN FACE OF T44E � I i ,� ,.. I� application and/or corrosive material. The exterior use of any material treated with a pressure preservati Areatmilent containing 11 I , � 1 " I!��1�';��l , V ,I F I,; I ii � ! il� . le use WE c�� . I � � ;1 6 I ;. n)Wd or Wd x I-I&I TO Till FMCATION,OJWZ OR GM WALL TO THE it CF"ATIlt A14CHM � ,� �11 MTGM* I I Ill 1 � � 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. At Vhese confined I i I �1�� ,��, , 11 TJE� I of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment A ,ZA shall require the 11 I:; i I�V i�i 1:�� ll, 1� , �J (4)V41#x 2-V41 TITM SCIIIIIIIEW TO WALL 5)MIN.Eel DISTANCE DMS NOT APMY AT INTEPWR MM LCCATI"CHI TWE MIN. I � � I � 14; ,�� 11 I i ;� 11 I locations the engine@ ic application. These elements or apphcationsli�may include fastenem 011EDMINIT I MEAIMP MtOM Till LOWR GLAD ELOVATION 1.1�� , , ". (a)Wd or I"x I-In'TO TWl � �r has determined that it is unnecessary to establish a demonstrable design for the specif ; I ��11 lli4,j� iJirl,, i �� '�,�� .. Il , �, ,''� ."��,i,,,�� 6)ALL I-ARM/MAITEMALD TO BE INSTAL!"IN ACCOMUN01 WITI-I MQ4FAC1`UF&W5 I ,�; .1�, 0�,O&,�,,, , �", 7, -typical construc*ion and/or 14)V41#x 2-V41 TITEN GOPI 0 WALL I'll, I Stairs and/or landingL INSTFIUCrIOW 4 D"llill " � I A,7�"I mpf I ., ,. 1 ,$,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and Similar,non I � ,� I,,[,�"" I � the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein Ito create his or �"7 1_11�1:� 1 , , ,�, 7�r;�i, ,1 -41 1 4. Stainless steel(SS)and zinci-plated/galvanized(i.e.Z-MAX HGD,etc.)connectors&fasteners shall not-the combined. Use only,, fasteam with SS connectors. W*,_f",_*_2 (2)III X I-W'TO In", if 11 It, " I 1)A"NA"SMGFtW AM"COHMCN'&IMS I 0 I- I i � - � , � I I-, , I , , , . �� I, , i " , I I I I � I I I I I i . � P- �I J I � I i , i � li � � ` I i 1 5 1 P t�,f I I I � I � � I I i I 11 I 11111�"l I I i 1�,� �1! I I� � � I I 1"111 I i I I I I I 11'r," "I 1"" I ,I I i I � i I � I I � Ill I i I � 11 I ii i � " I � � � i � � 1 � I I I � I i . I I � I 1 � , � i � ; � L 1i � ,� I I I � I. � L- � � � � � I, �11, I � � !, I , , �1 � � : i � I.` � � : � I , � , [, ! � I I i I11",11 � : i � I � I � I � I I : i � : I I : � �, i i I I l I 11",��' :'1�%��',Til�', � - , ,�; accessories. As sui I I I 14 Use only zinc-plated/galvanized fasteners with zinic-plated/galvanized connectors. I (6)V4*#x iii TITW bi To UALL 6)MINI ROD SIMASRAVE,01BEOMENt a DISTANCE 61,101JIN ON PLAN&PERNIDES L�,' I'�, 'L * in design for d'Ifements Or applications specified as"field framing"or similar. The designi and execution thereof shall be in conformance with all Vplicable laws, . � I I 1'i � , fl'1�1', I� _,�� F,'' ex lei . 4 r�, ��:,�,111'111.11 1 'I; I I "I'll 11q % rules,codes,etc. -based and metal products in c al a li a Its Or 0 MbTA%36 -or -ANII UXO. lffiw�I il I � , "',,r� I i, '� "' � ; 11, � � , � �ili 5.Regular inspection and maintenal of wood,wood used stru tur pp c tiW and/ used in ut 1! or otherpotentially corrosive W Wd TO MRAMM W)MINPIM D"SPAiiii BETUEEN MA WVA 11,1, �11 i".i �, ; I 11 I � (4)Vl x 2-MITITISSI TO MAGi 11)MINPIUM Ii V PISTAN=FM 1TIVIN SCIIIII I I I l!��,,i , - environments or applications is essenb al for continued,long-term satisfactory performance. - - 12)MfNRIW 41 EDGE DII Il TM WDI& 1 �';"'i gill., '1144, �il , I i i 11`�;I � li� I illl� !,,�!, � ,11 1 1 11 ,J I I � 'I, N I - I P", 4� 1 � lj!� '!I , T! !;� I � I, rl .1 T I t 11 �I !I, 6" q! � 1�� k : ' r�� I�' !� � :"'I I, � T�i�t�"I I I,I I 1 1!; , I � , I �, I I ' �� t � � ,I 1 .� I ,I � I: I, : � , I� � I A : . ill �, 1 i I ,, �, I '� '� I � I I ,I,. I V. � I . - I - _ � ,� i " � , � , , , i 11, N 1� �� , .. � ! I 111� '_ , i,I I t I Y 1 r Y 1 i � J * RODS AT MAX.6'-0"o/c W/ (l)1/2"0IA.STUBBY BTUKEA. j OSB 4"/12" sD'S W/ A. --------- ----------I THREADED I ROD -J L- 3 /c I END Or- WALL I", I gsT7 cn SEGMENT. IST2 i f — — — — — -- — — — —I — — — (2)2x12 FKW FKW ------ ------- - I13 J -------------- -- -- ALL FRONT PORCI-Iz 1 B PADS TO BE: i F z CJ01Ll irs i ST2 I 24"x24"xtb" Al'8•41S I I ', N �! I 1 I I ( CJ02 ti i i ST2 — — - rl i PADS t0 BE: -T--------- -- ------ +----- -�i---- ------ -----� ....... __ass=�-----sas®e + `� t ADED ROD W @ I i CJ01 `� A MBLY • EA. -- _ _ 24"x24"Ab" W/ 3-04-5 - ---- - 8/10 + I i + CJ03 .9 I m { BOTH WAYS ST2 x 11 v — - u T07 CJ02 11_� I I 7 1 ,Ii w - F03 ---_-- 1w Ili 1 h F03 KW Q I r-_ ---------------m -------- -----_ t- - ------� T09 -�N T15 f� r-----.Y�------------ --- F m ____ + ---------- -------- ---------- --- 1I --- ------; I x x i 1 +r 1 1', 0 I I i s FKW T16 Ir 1 L� +a + i � I T10 -- z--z_�_n_-� � . � _ __- 1 Q F05 i T17 ti. 1 I I 310 IAIt ?C j -I I I I ST2 I W-1 3/4" 1 S� - F05 1-- L F06 ' 1 WALL L as i i i i T19 � - T13 I U a r m u FRAME WALL + * 0 ii i i i I 4 m t—t �; a CONT ----- C tNUOUS tt7 BOTTOM G OF OTTOM CHORD OF :Q I ORD OF _ ° ROOF TRUSS' a 't ' =f1 �j'U! R S5. u i l i I a X ---- I 1 N T14 F T14(3) f a � 1 h --��--- p O i i I i + I 1 • 12 IIS ------ � I 1 ---------------11 JM tI + r I 11 t I I ' ST2 1 I , X m 3-0. i F Q �__� I ' i 24W"x16D i i 1 3 1- 720 'i I L------- 1 4" LONG SLAB REINFORGI=Dtj I I FOOTING w/ I ' + qJ l_____� - + T13 Q • _---- EITHER bxb lfa/Ira WWM OR , i 3-5'5 CONT. i ' i i , O% ---- -------� + A k' + IF R MESH ON 6 MIL VAPOR I 1 1 T79 -�,� F09(5) r p i I RRtER OVER CLEAN, -a4i --- T72 -- I ITECTURAL DRAWINGS 1 1 i ST2 * T1s a N 1 CON TO _�_:__.JFvLs_-____ T11 AV- - -- SPECIFICATIONS FOR rp r�1 I 1 I BOTTOM OF `,r-----�------1 A. -i INSECT AND DECAY 'I I I i = I T17 I 1+ 1 I RESISTANCE CONSTRUCTION ---- I ' ST2 ui '__ I I'B-n Vr'v`%\ T10 F FKW I PRACTICES.PROCESSES AND i , ® , I_._„ ,-.,�sa= 14 ST2 i TREATMENTS TO MEET i ' ------- ----- -----' i---- 3" in T16A i APPLICABLE CODE i ' i + - REQUIREMENTS. I I 1 � I T09_ iA ,.,:... T15 1 I 1 1 : ' I Li Tos 1 ST2 , ' 1. 1 r 1:1 N F10(4) IIA 1 1 I I 1 CJ03 ST2 i I I I I i .- 1 ( I ST2 i ., PADS TO BE: i CJ02 w + _ r 1 + - .¢"x24"x16" W/3-04'S i m _ ------ -----------� ST2 I BOTH WAYS CJ01I► w I 1/3 F19(5) c.ro3 �--------------- , , v —2)2x6-CONT.-113 1 1 I w CJ02 1 ST2 ST2 I F / 1 I ALL FRONT PORCI-1 I -------------- ---------- J I ; V 12" 'S W/ + PADS TO BE: r SIQ CJ01 U 6i(!," DIA HRE ED I 24"x24"x16" W/3-04'S ,I I _ P N r l m I BOTH WAYS r s� Q L l4>1 T. n 1)9'x11 DIA THP � OSB 3"/12' ---------- WALL 5EM13LY • E ..o= �• 12'-n' $T2 -r I I WALL SE * RODS AT MAX.4'-4"0/ CONVENTIONAL CL SEPARATION WALL I * RODS ATM ST2 �,�• i ll) I/2"DIA. StU • FOUNDATION PLAN 2 2rd R. OOR 5TRUCTURAL PLAN 3 3/16" = 1 -0►' 1 1St FLOO CONVENTIONALLY - s1 3/16" 1'-o STRAP ALL SECOND FLOOR ROOF BEARING WALLS TO SEAMS / HEADERS BELOW PER DETAIL A/ T1. T 12 • A. n d L. 1)MSA E I SPF 2X STUD TO HDR TOP IP. I 6 2)2X6 _ CONTINUOUS t V HDR PER PLAN. WALL Al i NOT SE TION ASSUMED r WIND O!'r- -_� SINGLE 5YP 2x4 E1rtBE INDOW 2x4 SPF n STUDS • n SILL iL' (TYP.) CONT TORJSt{ILDfNCi REC.Z't OPENING II OFFICI L TO VERIFY Ila o% (TYP.) FLOOR1� fu SP4-b • EA.n SF'F SHEAT COMP TIBILITY WITa-4 W DIS I I MIN. 3PLY42 SHEATHING FIREWAL REQUIREMENTS. O w/6" { SPF 2X6 2X STUD TO SILL PL. AND WASI, p ; STUD ' SHOU�I. 2x4 RIBBON 130ARD � T �a. o } DI>A �• SEE ARGH/FIREIIIALL 1 ' •><• x+ �,,w,� ,��„�, DETAIL FOR ADD1710NAL FLOOR DIAM I ol�r+eerE«+ TRUSS/TJI WASE waaowdM+erwnwK�+� MATERIAL AND �� MOND �6 CONSTRUCTION DETAILS. DOUBLE SYP FACE VIEW I ',w ow�ir,.aMrK 2x4 n TOP • DI. �1{ 1 s•rrwoo1r1a1Mlva 2x4 SPF n STUDS • IL'(TYP.) � I %--DIA. A.TR� � Toer�+sa� lb" o% (TYP.) 3X3 WSHR 4 NUtes+rw++a 2x4 BLOCKING PER j • EA. SIDE OF ARCHITECTURAL REQ' ASSE 17•wlo� n We uv DETAILS. COLUMN S 17x6 cow. t2J15 CCW.SWOLIL � UJfND�UJ I-� D fig' DETAIL B FOUNDATIO�l e PAr'T*rUJ �LL DETAIL 51 T"T-f=. FLOOi2 TIRU55 � EARIN D�T� L. I'll i Sl s1 N.T.S. 1 , k 11 1 I 11 ° I I , � I -I J It 7 I. , it I I 7�� 3fI I i11 R I^ (� , 1I; ;,, „, 1 ,� �� ' !11 ,,, IIS 1y� �; �I� rt t, g9ar N11 § f!11 ,11 Iy Pi'„ 11' I" ,s, 1 P b. •�, II` {) I ( 1� I I , , II - , e I f 1 a,' I I I¢ I k ,i. } �� I� ,, 1 a 1 s' } I,Il 1 1 I II` I { � SII I'' � � l I d�l 1 fs�'11, :;. ll� 1,'� t 9 I Y� SHEATNINCs TI-{IGKNESS t ,4TTACI-IMENT SC1 u,lilE uls• xac cMlw cs4ns 610' 1 ROOF SHEATHING WALL SHEATHING` WALLa4EanNNGft/luRauaP roTOP!-PER 1 I ) 1 Axl j k .I 31s3J of ( ) HADA)APG-OR TWO RATED HEA IM ADJACENT ma'.j,t I• ': d I ( a•• I ,a TEG-R MN.0JI3" WIND ( 24'OICMAX) Stipp i slIPF14-i-8 ORB tkT I µ I f # NOMINAL 8HAI4C dim, (3 J ROM OL ad NALS•3'0/o At TOP OF 'MN GALL OUT 011 7pP l-To ORFlR P06T 1. s f' ;r s ;I RINrs ate.mmQ"ovER SPEED 8r Sd f�NG SHAPM(NAp TNG MIN.THICKNESS(SPAN INDDQ 8d COMMQN NAM TNG'" • BHTNYi!N TO TOP!)AND,AT BTMLC111RAL PLAPL I a I T I{ 6WANK dle,K-m MIN.THICKNESS"' & -(V ROW OF Ibd I b•b• BOTTOM OF 6H'MYs[N TO I I A661�ElI 7 4rID i TOP 1-10-tEagig MAX 32•oAw PER tNCF1,os80•ata. I 1 AL R I END n o s it ,r I I iI I Felt raaAro HEAD,MIN EXPOSURE (SPAN lNDoq W d NAILe . . i HDA) ND ADOITroNAI i +I:1iu I i I '` �I 2•LEWitH ZONE END ZONES KATION UT ST11000 Wr STUCCO ZONE ZONE [D RDW O •4.OG. STAGGERED AS !-To•FE ODER CONEGTORb II i I )91 ' ■ ■ ■ • ■ Wd NALa STAGGERED, • BFIOUµEA PLT. RE=,s/TM"UPLIFTS O GARTSIDE CORER S / 15132 15/32' 6112 6/6' i•o c . aou.FOR HIGHER UPLPra ' VI j I i 1 • BLOCK ALL PANEL 120 D 6%12 4/4 • • • 1 V4.O!4 i s OF tiARAGE „ } 1 44 EDGES OF ufa11 (40!20) (24/1 6) (32/1 6 (32/16 STAGGERED, OF�• 1 s USE pa cr a A6 &. ' 1 6; �,L. II IY a ! i+: 1 s I 1, SHEATHING I /3 6'/12' 4'/4' 7/16' 15!32' UATHIN Si4•a • : BPEOIMD ON STRUCTURAL 1.046"706--OftEW-NA)L& [u DIAD oven MN(4) ' I 1 I x P1"N WALL SHEATHING t 120 C,710 D CENTERLINE E PLAN t1R1166 TO!CLIPS 70 I T1OlElFA APPLIED TO BACK SDE i I� � T I! HALING Mar eE 32/16 24/)6 32116 (32/16) a1'2x4 BE ATTACHED ro SHEATHED bao HDRS.U6E(W NALS, of Wen CONNECT to EACH IMM I� - 6%12' 6'/8" i a 6 r �� OVERRIDDEN DY 120 B;110 C / 1'i' 6°/1 2' 6%6' ' 1 ♦ •KN6ONIC*100001 HEADER. i '•PTFE NDICATEp EMBEDDED 2x12 t RING WIOOD HNDRS 6%12" 6'/12 • uA L �IN-PLS�P BE USE(12)NALS /1 6 1 5 32' APPLIED TO FROfff WED W(2)NAILS.INSTALL DIAG. 1 n I 11 ' n I 1 REfiUIRED 6HMAIGIWALL am OF WED BRACES•EACH END OF CONI illIII' d 1 I �' # I I 100 D.C,B I E • • Tt OUTINDE GOIMER ARAGE iMPl.4CED DY THE FOLLOUINCu � \, S LATERAL DRAG!LNM 4.MAX "'�// I I I k I r HALING[SEE Free) 11 s •- SEE P/'6T1 FOR BOTTOM CHORD s !1)Hill - 20'INTERS/AL6 OE7'KEBi dNDS if l�p l ROOF 6HIEATHING PBR �� I a)M6rA-erawe&s71tAP• €, S I" I° I � ;l T•M11Y3s2"(IWlO) TABLE,W PLY CL Q REO) S J3bi TOE-OR END-NAILS JACK-STUD To I, MIM"A RDApIR • FE�41XR Ixlo HDR&USE IV 1 I ( i [4)J36a3.10E+NA11'.� EA T1RWf)/ •Kf NG-STUD TO GRADER ' I I�r i 1 UNLESS NOTED N ADDITION TO I I y 7x30 HDR&.USE(8J NAILS, STRAl lk,2x12 t WOOD 1 ' 1I I �� v , OTFE1lLLISE. RAFTER-TWS) I!<_i N �gRgD TRAM OR 1 bre' 2x12 t ENOL WOOD HDRb N R&USE T4•anQAP6. i,, COMECTORYB) (I11117F ' i d I s 1� SCHEDULE OR ON TTPICAL• CONvN4tk 4&(SOLID-SANN) LME/Q)NAILS. I {V d t S I FRAMING!)!�PLAN,LAYOUT ->b'dED'DED 67RAPS MAST s s ! I ` I '}, ° I I i I, ;i ALL Td • � AO60CIATED DIE BG41lD -TYPICAL OOMELt1aN6•atuo SEES 1�iAMM6 MAN FOR MJI'E@R OF PL!& FA6T@t WODD•Tie ANCHORING A6•THICK(MIND C14/Ifr SPAN DE INSTALLED�/' f:ONTR0006 LATERAL IF LATERA! BRACE I 1 x H 1 EN rINA!m m FOR T i'E bla INDEX)APA-OR TECO-RATED ADDITIONAL PG-OF s4 r DE MADE GF I, GOLIf1N6.JACC.To KING GOOD WALL SHEATHINQi 4✓3 _Aepc Sd -___PER&MIPoON BRACE QUANTITY D MORE THAN OPE DO SO DY 7 Ii. j ,. TO-PIDST LLV MN Sdy•Q D/C OR GTPStJ'i-TO-Pf)6 LOCATION DEFItD �+r+ ,` WAL L BFIEA7 » RODS,PER DETAIL D/67l 1 r, TRl18S-TO-� G�MIECT6 oRe�rAT1oN of ASSEMBLIES.Cow�R PnaT.r=ro W MN ed'a. AT EACH END OF wa l iIt „ { E I I erP�PIES NAIL N•3 fxtt�Ixpa_r FIR NAILING,EXCEPT W4EN NOTED. IN6TRICTION&•• . 2 niIMSE6 I I 1l' EACH OUTER BEtiMENt,WTHIN 2'OF I' r OF 1 1 k 7 I yp 4 1" EXCEPT AS NOTED ON STRUCTURAL EVERT IDLY IN 4DDInON TO 2 PLY'S_ 'O/C.P MORE TFL4N 3 PLY'S"ARE USED,CONNECT JAM-ACING-STUD BLOM ALL, Nsp DY T4[Cr @�EAC34R J'LANCS) T TO 6HEATHIYNG A16 SPECIFNED. CONNECT TO E,ACHI OVERLAPPING AT FASTEN _PU VERSION TRLMB M®'Eilat WK2) j �I{ 13 , raCiEr)iEl�e W tzi R�oullD D e. Ni� .. NALS I t UPLIFT CUBS) CONNECTION A6IyEJ'RILT•COIiR PANEL EDGES»✓2x DLOOKNfi I' It I t T }`li kI 0-415 a 42.5 Q'o/e,6TAGGxEIRED,s/MN 24•LAPS POST ASSEMBLY,ROD• ULALL(BTL 2/672) s Ili i I' 0-465 CI)H5 COR'ER MAY DE (1)811D14/-RJ CONNECTOR• LOCATIONS EITHER �' I•. ' I ; 0-946 U Ha s�PHi4 �s.Ma�c 6i� t� M_ ULTIPLE PLR' PO T CONNECTIGSf �cOTOwraT r FowoarO'H°.c7- MAY DE usED AT ll yi l; NON-CURD WALL(BTL 1} 11 i I11 ` I 0-9� U HIO• 111-TO-STUDS-NOT REO'D WHEN USING POST AGGEMBL7-To- k 1' ; 465-930 l2)H5's WOOD•Tfe ANCHORING RODS PER $TI � � FOUNDATION (MAY DE USED 1/8T2)LOCATIONS. {c , NOT TO 6C,41.E f " d �., , ?, 1:' 945-1@00 l2)We'" ' l I I. ' DETAIL D/8n ILO.WOOD•Tis RODE) I„ Ip i Ila 11 F 0-1000 CU 111-1 w TO TOP 2x()4 GYP SHIM!Is/(2)ROWS OF K"4W WlA'TE SI EAR ANCHOR DOLtb PL9! a s 1 I,: ir. 1Irigmt ifa o x {' 0-10210 lV MT512 TO TOPE 136x3'•12"o/0,STAGED. LENGTH OF C61i STRAPPINGu DOCRIM SMALL an k t ° { I , STRucru I IAD(ER)MExT�FJNB COPIECra¢a ATTACHED To _+ E � -47 INTO EACH PLY OF SILL 4 DETAL Aren,TYP. I, I#} I 1 tl MM 23 29A2"APA-OR TECO-RATED FHORIZONTALLY ACROSS 6 11' ( p TKs DECKING(24'o/e STIARp-I fLOORD uV N API°IS'OPRIATE i. 9' f 4 : 0 BLOCKING,COMIN1O,16 T ASSEMBLY• SG{EDULE ON a-�T16), _ isum I }LII I d 6•/6'o/a laid NALNG•APPROVED QfoRER PILLNGi GONTIPLIOI&THROUGHOUT FRAMING MEM0ER6 ' ,,11 p1. WALL BEGtll!NT. N ACCORD P FOR TRUSSES s 24.ONO MAX 11• 0"TRUG7'ION ADHESIVE a ALL HOLES s/IocL(TTP-4$171RAP8 [a)Sa()elodchlG TESTI MATCH 612E Ma1f II"E MN or-N 61RAP6 ILO eiHDs II t; 1 j T L - -- MATCH SIZE GRADE 4 �___.=== ) OF ADJACENT FRAMING[STUDS). 0,10000 i! S WTHI APPLICABLE AT 8 W(22)ISd or( )26 Wd-TEACH TO HEADIER)4 4 6TRAP6•bill r j'' k , i --------- MANJFAG7tJt1ER8 y II QUANTITY O ALL 2nd 4 D�---- INSTRUCTIONS t r ' 'I 9 li 1I °� 4, d If pI if ' '�FLR STUD COLSA"NS s/ +---/-",,-----++ TpAo - I I s: 9 I u 1 it p DIRECTIONS. E` 411, } s II BLOCKINCa N FLIR �� I �� PEACHIER PER 87RIJGTtJRAL P4LAN . STUD WALL 11 ,�.676 AND AN i r. . \ \ ; SEE DETAIL Oren POR(veRTlctu �t TYPICAL CsARAGE POOR OPENING FRt1Mtl liCs DETAIL - U NCO. macaw as rano ox stl•Ilctu•Il ° ' MR-LEVEL arL� ) fl H>=ADER-TO-6TIJD 6TRAPP9JG gr� I I 11 �I \/� M.err) , LI A,Y�,■ --- - - L- 11--1L �� i 1� I �� uwo_ � � 6PECP1cAr�&. NOT TO QG4LE a-4)oR uA.t. I, Y ' I 1I I I I -t INiEM EDLAOE 1LOOR SYSTEM- WALL SHEATHING- Abi I I ' !I APPLICABLE TO MULTI-6tORY 2lld 4'I C I M BUILDNGI6 ONLY. SEE I°L/W LA70uT, SECTION(Area)FOR FASTEN FLOOR r III To=-r AT EXIEROR DECKS,LEDGER 1-3/4"Width Plsass. SEB TYPICAL WALL ;I �� N OR AY60CIATTIp DELEGATED p S SHALL MATCH JOIST DEPTH(MIN •MInI W of(2)row of 12d(3-1/4')nails•12'o/c DEac6IG(PER AJBn) ® 2x67 AND DE ATTACHED TO M it S1u3 of!3)row 0 12d(3-1r4')nalb•12'of for{4•• I 'DDS�'� TO LATERAL ORAGE ATTACH 2nd FLIT STUDS TO let FSR faVfiNMING FOR TTPE,SIZE 4 NAIL rFYtOUGFI APA RATED BFEATH@4G 1 I STUDS(OR BEAMS)w/C616 STi�PS ORI9NTAnON Q MEMpHl6 BRACING, yy��gI INTO FRAMING W/Sid AT 3'OC.AT ALL » cNr�w W/(4)IOd COMMON 1 P i : ; . , -r EACH li o/a al VERT. above("Will OJ7i•X3of falls�ni s i. t BIR�4CE FASTPPED TO bat F'LANC ORIENTED •Nalisd axoaaUscttors » 7H) BLOU:ICINf4<lSTALLATION DETAILS FRNMi G iY4"dla.SDS-SC wW&- b smaller tFsn f a (28 +DEPTH OF FLR SYS.IN LEll EDGm AND NTO EACH PLY OF EACH 3•LCN3 IF DIRECTLY ATTACI-W spire" of 3-21;1 e•fan, am LLV JSba3•a 6"CAO. I( LATERAL BRACE&•24• NAIL B I', 111! q n z I vi I r 'I) I .I' ._ w MAX 3T"o%w/l il)10d/END, SEE SCHEDULE FOR DOODLE INTERIOR PLATE,12.OG TO PIR,HMNG,3-Vt'LONG F IS S-wUjdfhR PI� 1.374 Wdlh Fiscal T-BRACE TO DE 6»Y E OAG TOP AND BOTTOM. 2x4 DIAGONAL I INT. ATTADI ED THROUGH SFRNIG. •MlMnus of f2)row • » SPECE6 AND GRADE AS FASTEN To FLOOR TRIM I I k T I { �1 CENTERED ON Fl SYS,TYPICAL-• MINO"A,41 WALL STUD w h W bolt••24 o/a ata •rdQ BRACE s 24 1 i I I I, 5� I G 4 EM.WALLS.NOT REQUIRED WHFN SIZE,GRADE,SPECIES 4 UA LIM a1'6CREWI6, SEE TO DE BRACED. W[3)IOd COMMON =1 1 ! ( + FOR OTHER UPLIFT HARDWARE AND �aR. (6I bUiBUb • $1 i , i USING WOOD•Tle ANCHORING RODS SPACING - CONWCnaNb, TYPICAL uAl SIZE a1'MEMDtiEe Ae TCE-NAIa BRac a to LATERAL 0 1xIM-l.C9G� [v eCr4aTIKe 2x STtDIO 12' DY EXiNO INTO FLOOR BRACE TO DIAGONAL 1 fi �,. t R TYPICAL.U.N.O. SECTION AND TYPICAL HEADER IIEiR= (b)SOREIIB PER TABLE. 12+ D 4o)) I I SYSTEM Lg7gL(I)BRACE BRACE LLN(3) I; ? h r F aI I EI' I III r PER DETAIL DA3TI I. " I , PRtMNG DETAIL. 1 I ' II I I " �� PT Tx( )'T 81 fi'SHOE IE. LOCAtION ON BOTTOM al I FASTEN EXT.WALL 4 RIM r " (2Ax()HEAD AT DOUBLE INTERIOR 4 bYl LEDGER PASTEPED TO / k, � 3` y I I a � # rl I � SPH4-6-8�MAX 32 0%* s Toa Gof11MCN I I' TO TCI°!E,SHOE E t RIM p Rim AND x111 / f MLA=TO MATCH NAILS AT # �II I , 1 W/PRESCRIBED NEDGE NAILINCII IE+TO-STUD$ -NOT REQUIRED CrYP) PLATE T GTE CONN CN T NAIL FIRST GUN161olN ALAR)STUDS u/13"I /� GRAN:LOCATION ON 1 I 1 I i PLATE ro SECOND PLATE W l2)RaYe GIN P641L&.Ea STUD � 1 I I TOP CILORD. EACH END (;I: : � � ' I I'd� SIZE/SPACMG. WHEN)SMG WOOD•Tie Qd C-OMMON&AT v Or. criause-To-LEDGER carEcrOR _ 1 d II j ROM PER DETAIL BPEGFIED D7 TRU66 BNCsIPEER) / € V WIDTH lIEQ UI REM ENT& TRAM LEDAR t CCNNETION lUPHitn7=a s 1RV"PER TIRU6&) FLOOR SISTEMI Ili 11, I 1 I'�� ( ( ` WITH 4"BRICK VENEER 15,11 61DE PANEL.HEIGHT TO � I I Nr�DIATE I EXTERIOR FINISH,ADD HM ATE 2, 6 lE8 h n) . •EACH STUD.I 1 6 h hl CORRUGATED GAL!/.BRICK I SHEAR F TEERB, �qs' } Ii �'11 s I� 111 I� 1 s 24"o/C HORZ 4 "ole VER�1G I/2"dta X T"EMBEDMENT PER SHEAR T' 2'-1• RN T11-1241 x6 si NAILS•EACH STUD. I I Till WED I�AItAIG CEILING LPE 'I » » ■ Rv"1242-166217x12 mi NAILS•EACH 6TUp.I 11 11 it G BRICK T1E8 MUST DE FASTENM:D CAST-IN-PLACE J 130115 OR b' 1'-S t/1nbai-U-ANL" k ;4 °N l'-S' Es'n Fri=l=Q 1'��Tdll 2: J In'l X 6 EMBEDMENtSTI 1: THRJ SPITING TO WALL$TUD�!• » » BEAtm i, 1a€ �I ,� I t f p EPDXIED ALL-THREAD RODS 8-&FEET ) 4' I'-2 1R' LEDGER -- - I I'I', " 1 H I : I If - w/2W'xli WASHERS 0 ) NOT TO SCALE NOT T BCALfFLOOR __EDGE WALL SHEATHING PER TABUS » TRAITS ON PAitALLE.END uA L RooPArLOOR rNo7E=RIDDA4 oN 11 DOR TRU6g8 ; ) i �a (�� I I I 24 NNE SEE SILL IP SHEAR NOT 6HloYIN FOR cLARrr7J I i # �'; i I y r, MONOLITHIC-STILE S-SHEE7(S WHEN USING !u Hrrn ro ant Qr rPx FOLMATION SHOWN. SEE T1aIeeEB (2)h a"2x4•EA. u.o �, I i I'I E I I I� i k I SHEET ST2 FOR APPROVEV UUDOD•Tis RODE. �LMS►m Ilii F OR(2) F��ooR 1 1 4x4 PaeF ";SPF 3x4+6• SINGLE '[ `I� I i , r"I' x I' i" ; I 1 I I„� li I POLINDATiON TYPES/STYLO• FOOTING(an TYPICAL LLW L SECT" PHDTa.IF PFD2's ARE USD,MATCH SHEATHING COilM DIRECTLY TH I a1 41 I s it � II f # 1 147716 ATM SPECO 19 OVER BEAM STRAP70 DE.AMI W(31st BEAM LLFiDd bxb N6 1 al I) A TYPICAL ONE-_ 1Q-STORY WALL DETAIL »v(4)J3l x s•t0 2.8140ULD A SCEPIAR90 ARM TH1AT DOIM NOT Pleag•iDL.E THOSE INDICATE? OF RECORD PUR pp , I e!"obx2ED ALL • ABOVE I1•EDIATELY CONTACT THE 7 ° k L 1 �I 'I I I I R " (Sply END PObib REQiLI1REDR 2X4 O SPP LEDGER HT71i 1 5/b AUS- •ET ? L ALL DIAGONAL AND CCNTINJOU6 LAT�RAI.BRACING LUMBER SHORN ON"DE 2x4 CONSTRICTION GRADE 61T OR UpLo Q i I sTi TO SCA" E - S iA -FLORIDA DEaK■N ` 111 1 g # I� 1 6 1 NO� 1`. I II I p FFJLca4 INTERSECT APPROPRIASE DRACIY3 DETAILS 7Ne 14t iSER OF 7HE8E DRAWING TO READ TIM NOTE MAY CAI DAUBERS FIRE TAI TRuB MEMBER- (NAILS EACH Swam QL S THE PLAN. CENTER TO rLaM A Goo GPT CEtTiaC.4TE �, Sti NOT TOE USE iIJFMN BOTTOM 3.BRACNGs LIAEDR EHALJ.INTMEECi TO WEDS O*IME GRACED 71W66 AT LOGATIOPS Np1CATED A&N®MKT Pili, I' a4.ALL rASINOM$MOM AM 13b,01 NAILA 1 k � 14 N - CNCiDb ON !EDGER r0 DETAILS PRODUCED BY THE TIMM�S!B ER dr ON TFE INDIVIDUAL TRU66 1:Ii t Is i I i jk I i ' Mil I p i II I ON C*vo HEKaHT6 € x i ii I ON CIPP106ITE BLOCKING. III BEAM-STRAP "71 LION S.SINGLE TRUM DRAM I'i 14010 MAY BE MO TO RE LACE I CONTR'ILOUS LATERAL DRAM PWG=199MW. �=I i BIDES OF WILL i.R>7ER 70 OM I-03 FOR ADDITIONAL PdOMNE@1T TRI66 DIRACNG RPORSA710Ti P 1 9 q' I s LOW-CARBON STEEL NUT FOR)S'I- ROOF 61 STEM- i/li'APA OR RATED r I{ 1 1, , y , ( 1 ( E a (4).19bai'TOENAIL.& (I HALING--41W i' o/c bd }� s ATR ABOVE ROLFD' CONNECTED TO Srl NOT TO>3C�AI.E 11 ¢ III 2x4 Z 13pF BLOCKING• Y 'I I+ 1 S I I 1 WASHER ABOVE 3'x3'xb/i4• WALL PER FRdK EDGE OF t0 TOP PLA OF ;' I 'Y I ( 6•t 24.OK REDUCE I ! ,I I I I SLOTTED STEEL WASHER ROD TO 6TRUCi NRAL MAX SPACING TO li•o/a FOR BEAM II , , ? O ] I I I, i u� N BE PO6ITk�D 80 THAT DETALS 6FEATWWA PIOST EXTERIOR WALL I 'f i (, I I 81112 AND Q'o/c POR bW I j ' I I 9 r d � 4 I I d W145WEIR CAN BE TOTALLY I1t (I+� " n yy, s SUPPORTED BY TOP t -Y"EN n#E HOIRkfGNTAL DSTAN0.FROM 11M b"1 n SYr OI111429111116--_ Y �U)!TOPE) -(I)1'6•EACW GIRLO=M TO TOP ' 1 V 1 1 s ,T ADDITIONAL ROW OF ad TOROSE NIT ABOVE WASHER TO PEAK OF fsAOLETO 71E SAVE OR SEAT CP » ■ f�i 1 i I I,' NAILS•b'o✓e TO �. EXTERIOR WALL THE TRUM 0 THE MINIMUM s u'.+24 0/o WV s ).' + 6 I II 1 p 9D-36 FOOT-POIiD6 AT TIME OF ON-C INTER ElFr1GNS INDICATED FOR THE t V CFIORD OF Ciw1pLE TOM OR END DOODLE! -EXT WALLS, INSTALLATION(AFTER UaAtEb). M61 TAT"THICK[ BUILT-LIP DODO COLUMN MAY 'X•-BRACING A 8116iLE"X•-BRACE At THE Ay�j-TIP�r I Ii �e �tAli SPAN INDEX)Af'A-OR I" f I y III I I I 3 EC{ 1 ONLY(STAGGER NAiLS TECO-PAS 1,i,II I I " p M , °/ t h, ° TA N ROY16L Wyk 6HEATHIING ATTACHED TO I DETAIL TO DE FOLLOWED AT ALL LOCATIONS WHERE N+ad.+ a%F Ami oic iws_ NFAIC MAY OE 1IAlD AND Ills 071MR OVMFLNNGb*'.X24*..16•o/e W ( T 1 "1 [ r 11 tai; " f (OFF-PEAK)"X'-CRAGS MAY BE OMITTED AT .!2)16 4EAGI L pId11 OCt�IR TO TOP _ I 1� � ' I �1I •IBEX'SHEATHMYs I/1• CELOIU DLOOC A{1y LRJtLIPPC)IITED PANEL THE CONTRACTORS DISplETiOPL PRNMRNQi hEMDEi�4 BLOCKING PER TABLE EXTERIOR WAW IWAN6 BETWEEN TWO PARALLEL TRUSSES , 1. �r I _ 1 ( -ATR MAXIMUM OUT-OF-FLU_= �11N.2x4 DLOCKNG. WALL TOP! L E?4AiL CHORD OF GAl "E TRPS OR END FAS ALL ROOF r FIRLR't BOTTOM OF SHOE EDGES W gg II PLATE TO CREATE MN.1• K11M STi NOT TO raeTEN ALL ROOF RHEA k 1 iI fi 1119 I 1 , i II ( OVERLAP ONTO DOIDLE TOLERANCE=Y�PER FOOT OR 2"PER �[? T hJD END P06t OPER ba4 OLOGICNG AT ALL ROOF t d { it PLATE•TOP OF WALL spapayP Npp FLOOR LEVEL-WHICHEVER 18 LES&. n�a+c-�I L1��EMAL D-S $T) SHEATHING P'� �- sa ' I. t I }tea Y I I P I , " i I I,11� ( II I : + I POIR ATTAT OF POST PLT'&. _ O gALOO10E1R6 s/.136x3• _ k. •4'o/e '. l t WITHIN 4 - OF GABLE WALL. 2x 12 SOP DLKN`G DIM NA I 11 NAILS•4•o/a ,^ t ��`)It ,L I � I: � �,,: MIA.(D NOW OF ad NAILS• �� -�- 'Ill'. TOE-NAILS•6'i TO '- f r I 1'' r , ':: 1- *. 6"o/a TO TOP R -EXT. • !3J 13bd OE-NAILS TOP CFIORp TOP! I+ I! ir�1 M#AR"'A" Ill NAIL ""•• ��WOOP4tf NEAt7M t i3llt 81RJG71IRAI. I or a _Jill &ONLY. APPLY ___ �1 8`441 MAX ONO I PTR Elbn 111E}!E IRDfiJ11RED. I I -1 a_a �1if- KING-6TiID A66EMDL Y a PLAN OR TItU66 7 DLOCIC/q-TO-TIOiM (-s-&)TOP CHORD 2x4 BLOCKING AT AJ.ROOF ^w • s I ,. 4 SYI DDL :4N. a 43:. SHEATHING PANE i'.L7GE6 '' , y _ WOOD T AT NN ,. . -, ., .. x'<_ St: *P,<v ; } i t, I OPENNC46 MAY � .,? "�.,. --._."„ ,,... ,.. , a1F' CI11A1L wnmwqv"m"Am" ,,, tOPI_ u, YNTFFN4'-O.OFCiAOLWALL4 1 :s t• I I n SERVE A6 ETD POTS v I $ ;', ,,": ,r 1 "„ AT&NEAR-U41LL ENDS -5.:5 .0 l,a MLA1C 'f3)- '■ .. I L ,,, ,1 1.,1 .x i r. I I I.OIU-a+41�oN►;EEL W it1!»-KILGOI E *Mibi 24bJb rt Rllt FtAi s 6+bls MR01i TOE-HANG• t A M I ta.'.: .I x .11..' :: 1. �I y=. ', i CouPLERvMYt.lC II ,ora>,-srntn ' . p�To-1wesrc 1 T T 1 ^i ` '"', ', 'I' s 1' 14 I �AD I ------I NWA*Na OWY. HOLD-RIOW N AT EACH INSTALL DEL 2x (2l%TA24 IINSJIOd t T -wins reMf aS7L BRACNO TC WM AOSWT OF I C I I I I°: # I`'ii 1'�r�i I I I I BN;iAGEMmr rpw.M E#D OF S EAR-WALL, S-�� T. /, _ I NTEIQ!DIATE SMEAR. BLOCKING N EACH ids OF EACH 610 WA L RDS!! .'ON TO 2x sJ » FIRST TWO STUD BEAM tL�06 'l7CL WW,1&1LG�,•ON DOODLE TOP!A66!!'!!LY �-.UDE Txb •T 8 /SPF RAFTERS.T4 O/C ATTAC I TO MATCH RpcF hf?CHt YA LI�!"l"fi6AiLER- USE Ofd SIZE LAIR THAN RAPPERS 11 4i I` i 'f'"' IP'� PASTMNNM PER VXt#A - MATCH 811tlICT1iRAi.DRAUNG,USNGi Web IMF r yi r „ ��` ��c g � a A I EACH WIOiOD+T1s PER A9J60GIATED TABLE. 2x4 R "X"BRACING.� t SPACE { IALL EACH WAY AS 6F10LLNtlELOW EXTlND'X' I I I I { I I I�i {1 a 11I�K I € �' }I I I LOCATE Ab REO'D) II AllbT1 t TTR AD! � BRACE$INWARD MN.S'F1lOftGAME WALL AND LENCsTHAENWf I10!FENSNf. 2x 8 GONTNJO a FROM FLOOR RAFTER CRIPPLES-2x4 s1 SPF CRIPPLES s 4'On!MAX 1'1lli I Y � I i 3 1 1 i 1 q I WOOPMe RODS-Valla FRAM ,PER BEAM ATTACH!TO 2x4 VERT•MD-POINT W!3)13b13' OADt E TRIPLE'L'sJT s•M 6Y8 TO tND934m E OF CDL TOP RIDGE CRIPPLES-2x4 BPF.2'O/C[MAX 1 ►Gi lT . Al l I d 1 AW THREADED STEEL / • To MAINTAIN PWe o/c ! Y(,OJnoOKERpz � °IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/.131x3'NAILe a , I1# 1 11 ! 1 1 I I I aG iROM CAIIIIN LOCATED T�NMI!pr NAL&PA IE SDE O°C PER IS 1111(3) SPACING W�WEDS EXCEED a PLAR *IF 2x4 T-BRACE 16 ATT,i TO CRIPPLE w/.131x3"NAiL: n t { f n :; �'d+,i q +il , 1 t.. e I 1 GORtElt9,EACH blDe OF bnD. FFA �� SPIACNG SHOWN ON SOECxJLE. lu a fi fix{r4 r ^~_" " PT 7 S?T 4x T EVENL 7 610 "X'BRACES PER GABLE END. -COL.u"N&T TOM Ia MAX W BRACE SPACING IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS To s1 a I1 I rt 1,li I 1" I ( I ' OPEAIIdG6 LARGER THAN 6', INTERMEDIATE PER biLL! , OR TWIN < D1tOPPiS)-TOP CHORD GABLE d.., .., II. r. ).: 'r S' € I '' 'INDEW SHEATHING 1/21 FROM (ATE AND 6'0/0(EXT.WAJ.B)or 81i CONAETAR 1/t"dla. j; i_ Ie 16 PITCH-6'-oo/e'4 13!x3°TOE-Ny41L8 TO EACH TRUES TOP CHIOFiD. EOI'16-BH�T!&). (2)M6TA80 W/C74)IOd ENGh�!D PROCiUG'T: %<T6 PITCH-b'-UIYo/o ROOFTOE" �EEIREp ROOF TRUSSES QM » a` r t I I 1 I ' BOTTOM CF 840E PLATE POR GILL PLATE 4'ol(INT.WALLS) WbOL"rla NAILS NAILED TO PLATES USE PT sJ a" xi Pb&1 >7 PITCH-4'-D•o� �I!� TIONAL R•FTERbG Ot6T. ATTACH C UES TO RAFTER OR RIDGE w1!3)!31x3 NAZI M016nAlE PROTECTION AND TO SHEAR rFaEREAFiER S�DETAIL x ROD iJNO- 4 tn6 mac ttiw APA- RIDGE - USE MIN Tx8 4 YP/SPF RIDGE(RIDGE TO BE Oh 4, �� fli } WQOL�4TYM �OVS TIRLIB6 ONE END AND TRI. < . 1 If �1. COMECTOR6. Pren FOR UIE AT ENDS OF �OfXRiG ON INSIDE (ONO.ON STRUCTURAL PLAW TECO4"TED WALL&FEATNRrCi NAiL RICA ENDS TO s CREATE MIN I OVERLAP ONTO MATCH NAIL SI2E/BPAGNG s I k III' I 1 DOODLE PLATE TOP O• SEE TABLE N ADDITION TO ANY RODE USED POR uPLtFf 1x4 4 GYP LATERAL BRACING aM4DLE Dlodc ALL PAWL BELOW OVEf@°RAI TING Wi/ �� s • SHEAR WALL SEC41IMM EXTRA ROD RECi FOR 6FEAR-WALL HOLD DOWN BRACE T CEIORD OF- S �CUTIMIDE FACE OF � SEE TRU88 DETAIL I VFI103'(IN TRUSS MSTALLATIC I` 1' i '1 1 1 1 THING TO DE NMUSF1•W1 \ APPROVW k iP067 TO R� s/!3)136x3•NAILS IMO EACH �i ^ d I I x ,i 1a 11 4 I 1 ,1. -"I I,I �II,� L BLAB EDGE Fr18TEPERB MATCH NAILING BEAM WITH AlIl ABIIii Itlf 117) TRL66 BOTTOM CFIORp. ARN'INCi MAY OD�NOL•D WTH PATTiINI FOR 2x 4 GYP CONTNUOM �1 I $ I I ¢` AND SPACING 8d COMMON HOLD-DOUNB -EJSGN END OF EACH SHEAR-WlALL SEGMENT Lid 4 ATR OR D HlTtli t ATR MATCH SPACING t LOCATION cOMEGt END OF LATERAL.DRAGS "D 1 1 5 i t k n I&L-Ko R TOM s/[2)H"%H6's OR Ea �� &PEA TO T n0�Vel » TRlMES OR CrMMENTICNAL SPECPED 8W i1 P [ ,i , r4 I / Y °` NAIL �� 70 BOTTOM GIORD OP GADL E E� � � 1 �. SHEAR-WALL OF ADJACENT'X D16ACIINCi FROM TCP!Q 91 I { I H _ SPACING L6 2naHlS oqR sHIAR-IwLl6 41 EITHER MPLNATIOPL WALL (BELOW At ADJACENT,PARALLEL y; t , i U '., ii' &MIP601N"AT'(ACRYLIC DESIC4NATICN �� PRAIIPIG DE CONTNlpa16 fIt011 THE 7111NCs OP SHEAR-WALL TO ! I II i I i , l � ts 1 TIE)2-PART EPDXY, S FOUNDATION- PASd PAeL na4DITIwN1AL TO TOP -\ WOOD•TI• TIRADTTiONAL WL1iODRM 1 2x STUDIO GONTI'LOIS fit01'1 ATTACH BOTTOM G40RD OF FLOOR PLAOyM IMMEDIATELY CHORD OF INDICATED TRI66.App J31 x 3•NAILS 4 mase AELD HNAIlC we pp _ FROM TItlJS6 W TO 2x . { # t I l, I t;.. I '1 ` v j 1'+f INSTALLED PER U v MONf7LIn41G-STYLE RDJ>S HIAIRMMR! ROCS 1y FLOOR bY&TBM TO BOTTOM LADLE TREE 70 TOP! AND i1R0f12x To T 2 WALL BEGhE14T8> !2)CSi %ACROSS W41L SEGMENTS> o S OF THE OtirLOOILtRb ABOVE E OP I i APD GOMEG7lD70 TO THE TRUM COiMGTIOl �';�i I I � =II � � i al i =1 ;"•I III, MANIFACTLIWER'6 d S FCIA'DATHON SHOWN 3W1 WLALL SEGI'�'ITS 6' FASTEN eTID PLY'S ;c .o CFIORD OF GABLE OFiSBi. SEE A66EMDL7 W Jlbt3•TOL'NAL6• UNDEIt61 TRUCTURA PLAN 6•oh:•EinMR M16TAQ STRAPS• A GABLE !- I'I III t I I 1} $ tg ( I 11,; I.6TN=fa4S. FOR CLARITY,SEE SNCL OSS 6•oAa Q•o/e LON&NOPE READ. WALL qb'LONG.NOPE FLOOR SYSTEM TO D'LCNIIP NOW TOGETHER PER ° ■ IS L18ED,TT=DE APPLIED MATCH EDGE NAILING 1 I,l I i-ii' i1 II ; I 311' I>., ' 1 ',''I ? I' j` I ' i 0# OHM 677 FOR sesplem<1l LONON.APPROVED 1)PHD7 (U IIEQiD. WALL HEADER Olt STUD IREGYD. WALL MtAL D-87L \/ \ \/\� \ 46•o%OR LTP4 PLATES•32 o/o. TO THE0101 0 AND THE \/\/ ° ° /\\//\\//\\//\\/�\� \�� \ DG ATT TO EACH SOLI YIT14RIiH[ J31 X PATTERN FOR Sf"ECPED �r S \ /\/\/\/ SPEAR-WALL 2x MUST I ;I' ' }li, 1 t 1 I sl[ !I i Ij F FDADATfON ARnA1 (SEGMENTS D' GOLIA'14 BELOW s/list 8EG1•8416<D' // / /\/// /, • 3''yd TJ:TO TFE TOPPLATE6 s/J31 X ENG TRUE& MATCH OR EXCEED b•o/e Sb/e l!LLqO..��,,!I)11"du FLOOR HOLD DOM LONG.fU)pola /\ �� \\ \/\/ LCHdFIT OF SPEAR-WALL I I I, I ' I c i Q TA WIOOD•Tls ROD AT DARE WOODTs ROD \//�\\��\j\\�/\\` POOPMCs(SEE FiATBLOPED,OR COMMINATIQI 1FEli�F. N t'� 3"IF!3. N C!)STAGS ?IROYR)x» iFEAR-WN1 -CONS !U)Ydle /,/ FOU DATM PLAN > % fU)I"dla (2)Cb*VACROSS // BLL INSTANCES,VERTICAL WALL INFLAMING PERSPECTFKAn0K1EDGE OF 2x PEED. " WIOOD•Tls ROD FLOOR SYSTEM TO UIDOD•Tw ROD FOR SIZE) tI M C�"iJOS Atd'M FLOOR BELOW TO EITHER OR DOTH MWO) iI 1 I, i} q �� ENC106ED 4•0/o Qb/a ll)FITTSORNFRD2 ! \% FAbClA�I� 1 ` i' f 1 ' DK kk EDGE OF TOP ECOI. BELOW sI 1st A frt COPiEGTE7 TO,BOTTOM G401RD ABOVE ••{f `� I i 1;I I i O Iii I' I 016TANCE A OR STUD FOC C��H T ��A•u1TOP PAT} O,BOT TOM C ADJACIX7 AND{If � DOODLE Mt MAY OE SFMATNWD OPLY NOT BE MASH WITH! I !„ P a1 MIN Y ECS THIS DETAIL PROVIDES ALTERNATIVE METHIOD CP ATTACHING e t s i ' I 'I I a. ARrIAJ. 4•oAc b'o/c FLOOR HOLD-DOUR! IIS t,�I T 1 p I' I,I I, ( � I N fAL(RODE OR FLoow 3111 .: e' ( I' f DX"dU WOOp•fw (3)C616YACR066 CU%dfa WOOD•Tls l swl SNCL oeED A)Hrrn oR ru 17Di em CHANGE IN FPLATE HEIGHT stl � 1�a°A1+A TRtIM,AND nAY DE uem 11 vt 3"o/o Q-o/c (MATCH HTRT,,: i t 1 I° , i I� ,C rl 6Y& M To ROD NOT t0 bCAt.E NOT TO' .. _ axaMNrs taM SHEAR cavTNious To nM u oP gg IIt. I, E I SEE 61"!SPEAR CONNECTOR SCHEDULE ON !EDGE D16TJ HEADER OR STUD (MATCH HITTJ2 SUN 6 1 � , I I 8-SF�Tca3��OR SILL I-TO-fY)INF?arION 3•xs'xY4• COL.BELOW sl bt B'bEDDC»E Dlsr ST1 N�t0 EC+�. �LiAOLE GCAL THE HOHRL'60NrAL 6HEa ,NO DETAIL 0 I $,, ACHNO1tA6L'"RFIEi UbNCa u100wtf.RODS ARTIALL FLOOR NOLD-DOWN W 3'x3"%!4• DETAILS POR MAXIMUM o/o �.,. 3I ,y'I i1 I , 8.9 TI F 1€ = I' ( j I I pip 3"aNe b'o7C AT DME POPE A011:01TIONAL WAGNER BETA ON CCNSTRJCTINGTION !°SIJM BEE niLl66 SIRING 4 f I, I ¢ i' 1 B WC Jb/'L/&Tie RETAILS SPECIFICATIONS , CLN%b DW14IIIAGM,REFER TO REPORT ePAc1Na► ANG INTERIOR SHHEARrWLALL6 PARALLEL To TR11M ADOfrE ll I , $ II1. 9TI Mill OF CAI ICC OR 1656 4 OR 1046 Ya7PDUM EXTEND HEADER To KING STUD& 1I I 1 I € I: }, I' NOT f� E DOAIID IFNiT31lIOR•EXTERIOR SEE klill.'!rand BCSI I-" Ii kl L °YL'iEI�4nVE TO THE SPECIFIED T/li THICK APA OR TECD-RATED WALL AMPLICATION6,. N 1)H1IWD9E-PANEL OR LP SIIAIRT SDYIG M AN ALLOWDLE x BLL UNDER-EAVES!SOFFIT)t0 » FOR ADDIt10NAL F1IGI18°RED k To �, # 1 SFEATHbIIM ONLY P DENTPlD M!TION ON THE 61RIG11�¢I PIAN CE CIIkEIS VINYL SOlFiT WOOD n!{ISS HANpLRtG KING STUDS iPEt aTRIJCT11RA1. ° ° ° - e - MATCH PATTERN I= +'9 III 9 i 3 r 2)OP*04M APDIOR Me&7 ATWM GIIAIM IMM QSM• CNLY P A6 SUCH ON THE STRICTINAL PLAN. MATMIAL,RATS t NSTAU.ED INSTALLATION AND BRACING PLAN. EXTED ONE KING To TOP "Left I€ 1 I }_' ! 2x 4 8101'15L.00KINrs,AS$MOD FOR RADW W-TOPINCIR DESMOil MRADW INSTALL FAPWWU 2*4 4112 GYP I 91 I I 3)TOP!SPLICES N 6W 1[@ DESIGNA7®SPRINT-WLL6�EMN.46'LONG s/ MSL(24)EVE'LY-!!PACED IOd NAILS. PRESnSEliiE6 FOR TFEEe ePIG 4 N6 ICN& KING bn R26 AS JACK 6TiD6 AND ° WEAPON:PER STRUCTURAL PLML AT W BOTTOM CHORD OF" M g I 81; 1 I° 1 WINDOWS.m/!2)Jbbx3•TOE-NAW&PER END. 4)AT LOCATIONS WERE MK 6P�TOP!OVER{.AP W INN ACHIEVED,ADD Y2)M6TA244 (ONE EACH 61DE Oa G CWaEp ED CN , � ° ° ° ° l s i s1, Hill T/li"THICK WALL 1 H t 1 I I , z, SHEATHING OR 6TRICTURAL ►FADER ADJACENT TO EAC44 SPLICE- APPLN:At10il Qg=% THICK 1*4 SYP CONTINUOUS,BR ACING STRAP EACH JACK TO HEADER ONKATHMtG TO TOP 16• W 1Pd COMMON•raft '' I 1 ;II I I Y I I I 'Ir 8F�r-&!DING s/(U ROI)OF bd 2" TOP!-PER GALL CIfi S)GICOPD- COR LOCATED ABOVE CHIA WA JLG SMALL USE HOLD-DOWNS iPEGPIED FOR FMT4tOOR (MRL)APA-ORRR -RATED s/fD Ibd TO EACH!TRUSS. ON UNSHEATHED SIDE W lU - _ CHORD OF INDICATED 1 a , I.I I SPH4-i4 COMECTOR6 &FEAR-W4WL6 WITH tHi'iM ATR lR�1 QITSIIN►O ■ SHEAT GING W 6'A6b/o 00 NOT eP1iCE y pyEALAp h16TA24 PER PLY. TAS lAi"THIQC EMIL)(74A6 i i, NAILS•3'o/e AT TOP OF 1'IAX ON 61Rt1CT1Me4t PLAN •TOP I-TO-HEADER• OR Tlf-DEAN)NOREA6®TO Q'POR t/1 dla AND 16•FOR ere"du -�" SPAN IDE)Q)AIPM OR S'" I y of 1' I I; i a. RODS bd HALING BLOCK ALL JOINTS MM C1)nT188ES SHEATHING W 3•oAa ad I I BNMYa(IN TO TOP iPJ AND AT MAX 32•o/a i,° TECO-RATED YPLL I 1 6)AT LOCATIONS U ME AN INTERIM YIALL 16 COMIMU1® LiN65Pi'oROED PAK EL e)(fED DRAC61l TO @D OR 1 1 Bqq I I I ' BOTTOM O.6HTNYi(N TO 41r6 A S►EAR- 7 WALL nE WALL MIST BE CONNECTED TO THIS DIAt•FIRAM W4116 1TACK I I.. 16•MN.POR I BrORY ENG TRPS I �,I U t E; Y IDR!. NO ADDITIONAL ABOVE REiiR TO DETAIL Yb6n FOR OPTIONS- NAILING,DLCGIC ALL .a�1 Ir 'xfil a 4 i �■ l-TO-HEADER COPIECTOiRB FINISH SHEATHING TO HIEADER W J°I°I ° 24'MN FOR 2 STORY ATTACH SHEATHING, 1lMLA°PORLID PANEL I H RECTD s/TRJM LI"1 IF18 B6x3•TOE-OR TYPICAL - L ASSEMBLY DETAILA ° ° &d NAL.&N 3•GRD PATTERN M ° TO NAL.M W Sid EDGB6 W 7k a OCK6NG I ( II I 1' (1~FOR HIGHER UPLIFTS HID-NAL&•KING-STUD F SHOWN 4 3•o/a INTO ALL FRAMING C0910N•SNoi T'/1"AAs 8d COOLER SPCA 4LL4LL-Cavenia IU i L 'I I -----U- ---U-- - To HEADER 2x6 HDR 9TI NOT TO�.�{.� NAILS OR i Y• PLRR=DCRS MUC6 BLOCKING, I°I 17° I s g I I i- I) li I yy' USE COMECIION6 AS IIT }KI I,. { ia iyk y i h ' ...T. r�r I' �'._ F 81PECIPIED ON STRIJCTLIRAL /7�' ---- --'-- - - USE(b)NAILS, 2xb 4 + E CCNTNUOU6 S PA67M TOP PLATE AND SILLS)Mimi °i •• PER arwrie CATIOPL I „ 1 , PLAN 1 L �\ 2x10 MCM.USE 1W APPLED t0 THE OF TFE TO HEADER W[2) I°° W. S ATTACH SFEATHNG SHEATHING DE ON improvirm an OF_ 1 , , f I )I p(1' a I 1{.. s I M1 1 1 ,i� I I ( \ pRY'WALL SCREWS. I•I PTFE INDICATED �;g 1 { )' WINDOW HEEAD-APPLICABLE ONLY I -EW.PDED TRAPS r36x3•roe-oR EPD-Pwll e lai I ` ', I 9 i I 1111 •KNG-61UD To HEADER WHEN WINDOW DOEBPIT ATTACH NAIL& 2x12 4 ENG�1ppp I � I'Yi _ `I I 2x6 FDR USE!i)NAILS, DIRECTLY TO HEADER 819!TABLE FDR& USE(Q)NAIL !U WOOD-Tie IMOD ADJACENT TO T1HJ66 BOTTOM CHIOIRDb MAY7 OGTTOM CFIORD f }ROWS OF Y,d NAILS s I I ! ! i I M - FOR CTL 1 O"EAL)iO am 6nD POET P PORCH DlAM S ltMCQfiL9 tf{Y,11E 710 TOP CS W bd I, I, 3 ' [i . 'r °':, i !',I i 'L 1 2xb t 2x10 HDR&.USE l� BE BRACED BY ElT]:RB 3•o/a t`fY1Pl. NTEItliIATE tNON-COMER) I °I GIS7NPLA7Y-t COMMON•iPut DOTTC7f1 CHOIO HALER CLIft M ATTACHED THE ° ° PORra. CIVAL. MATCH I I IJ' cONV&4tloNAL LUMBER TAO Sao, MEn4oD-?FE cONtlWoue a4 SPACING TATTER TYPICAL. ONE&TwCrtWAL I°° •I +xellCarlON POUR ___ ��M ALTERNATIVE FETwou,OF ATrACNND (I DIRECTLY To n o n�66)T E JACK STUDS PER MAX PLAN POR ADDITIONAL �' l ,, ( h I I 1� i. i, NAILS, 2x12 4 ENG WOOD -- ---_1 L-------- ?xQ.lTG2 (D WOOD•TE RDD ALLOW PORCH REAM TOT DQE LEfi N THE RKiI�c&FIOYN ADIAI�AtdGM °I°I .I I�LACED WTH A S EAR-IIMLL TO A AL fICO!'OR PLOAt) i If I Iy I a P" HIDIt&UEE 112)NAILB� - --__-� sr_ -_-- _ fVM6TA-SEISES&MA!' ADdACeIT TO EACH SIDE OF!■OST t4►?(f1M o%SPACIPI OP THE STiOJCTtAW.PLATL ►#Kafir ° NFOIQ1AT1011 COMlC70R&,ETC `I°I WYPI#RAOM VIA AN #y, I I ; i �.: �, ; - ----- x r----- -- •EaG4 JACK-STUD TO P FOIRCN BEAM S EYsNEERED t0 WMi.I PROVIDED THAT(U 7x4 9 (SHOWN AT LEFT). DRACNG S 24•. 1 STRAP TO HEADSCN l0'-1 VON ° MT22%- 7Rmw AND MAY DE u6ED LLS 1 1 I ° " I , 1 - 1'IMY'Mi6 M SPEAR- CONTNIMS TO THE UNCOUDE OP 4 I t HEADER 2x6 HDR USE L1A'e!R(L SL LVL PSL ETC! SPF POST S ADDED To EACH SIDE tN6HEATFED SDe tY/ I°� I• E I ,i , I I WOOD•Tis ANGNORRI(a RODE, INTER!INTERMEDIATE WINDOW HEAD- Q•STRAINS,?�•2x10 OF PORCH BEAM!70 SIPPORT TOP FOR a PANEL!iM N !If i' « p THE MORZONfAL 61M MIE 71#6 DETAIL S 1 f I r I, I"DETAIL"I'l,EACH SDE APPLICABLE m/DETACF@D (V MOTA24 PER PLY. needed)PANEL EDL7E6 SMALL I ( t' I I I i s 1 OF EACH OPENING,WITHIN 2.O= FDR&.USE Ib"STRAPS, ! N aDorTlol4 cu ulooD•n•RDD BE DL oa�p,•oeOAe WTHN °ISIRAFS MUbr BE i Ib u1Y_ I. I IWGa TRNN80K'K6)ON Y.8 T '`' y I r I I JACK-ACING-STUD ASSEMBLY. 2x12 4 BNL&.WOOD HDR& SHOULD De IN61A41Ep TO EACH (REIiJIRLPb USE OP EXTEIt10R-GRAD€GYPSUM BOARD I°I°I { Till THICK(MINT)(24/16 8PAN 24.O•MO-PEI 4r O=WALL. I°° 110 ADDITIONAL PC.OF FOR 8L3.COP1ECrroPre) USE 24•&77tAt•S SDE OF PORCH BEAM APD(1) W4EN)BED AM lgNCloeED'BUILDING TYPES) °I•I °I REBAR PER�a M6TA24 SHOULD BE ATTACHED TO INDEX)APA-OR!EGO-RATS I I° N67RUGnON6-��'- NfWOR I I fj . } 1 I+ ' I j'i `i 141{ I " ! (U SiDE CF EACH TOP!CENTb�D WALL SHEATHING!. BLOCK ALL. S'MIN POR 1 STORY °I•I I RMA PARALLEL TO TFAM ABOVE # J, s, ,III I ' } 11 : JACK- rD 8PH4-i-6 CONNECTOR MSW4-ORTED PANEL EDGES s/ 24 MIN:FOR 2 STORS ,- I j { I I,1 I1 E PER CAL LOUT ON O) JACK-61UD TO ON THE JOWL » '° aE TYPICAL BOTTOM GHDRD BRACING I�•I I 1 > Tx D _c _ .-.-.-rA- _ °I I Ikgp 311 I I Ip d_' I I b1TW1GTURAt.PLAPL t USE 11)L'Trim STHDIM I k !III I I d 91 I i , : y s •�JACK-STID6 PORCH REAM MAY of N PROPER , k I I � j Iy I f ( I 1 # r { ,l; 1i ' i IUINDOW SILL-BEE TAOLE TO FOIJrCAnGN USE(ll NOTCHED A Rill TOP STI NCT TG>XwN.E REQi D w[STIXSCO MV B'IDQ11'ES�4 W I I APIPLICA I �I' PLACE , II I' 13 f i I 1 t r I }i f I FOFt SIZE 4 COMECTIONf61 HTTI6•TQws F(OR �H�T TOTAL S)TRAPS 14•INTO ' '')YL48Fl7t ITYP). I I I GIRD L FLOOR 1. INTER EDIATE SHEAR MORE)JACK-STUDS TO f3PpflybLLl 42 GYP I I O r, �" WNDOWK6)AND b-V4•!UNLESS NOTED ON THE FOU DATION.USE 2x4 RlBIM SHEAT i ' FABTEPER6,PER SILL! FOItDAnON I �gp�T j _-__ ---- i e ai SCHEDULE ON 6-6FEETlax Y71 py--�� OF CURD I I �I I P `2 .�I Ie 1 tlH I 1 • °.'3T I I,1 4' 1I t '`� SHEAR cO�EcroR -- ----- DooRra) a7wutuRAl SIEeTFill MOM &THD14Bj WHEN LOCATED !' I UNE'AT . ATTACHMENT. r_==r;- OE ATTACHED T 1; At A CURD UL•4 L(BTL I �'� I 11 i APPROPRIATE i i i INtDi 1reT2)AIVD BEGIN II. I I I II i 1 (1l i; v I I 1 I FRAMING ANCHOR DOLTS PBt P I HEADER A 1p ROI)CI» � �'BEDMEM AT BABE I I L TRU MAL POST TO OF CURD WALL (. i I F i�r MEMBERS IN DETAIL A1811,TTP. DWI NAIL6 s 2PIk1 ® RE OPT PLACEMENT PCllLApTION PM 6TRIG7IURAL FLAN • - I�1; ° I I IT I;i �II ,'II I, I i 1 I ACCORDANCE { I i I ..tl: k � I I i p 1 AP=PLICABLE� IF ROOF SYSTEM 8THD4Ha H1771L ' IIL4LL FiRAMNCx 1 III { I 1 I I ACTIURER' yl 1 SII [ ISI i �Y}:C jIIIf,1 �IrI 'I f M6TRIGTIONE• I + �, s € � r ICTAL FRAME DETAIL '. I I i I-- D cr1ON6 ------ CI 1 V} '`I l "I '` , it , . zx n sYP TOP! SKEA I" Ix 1 1 I ,I I: ! ,I j PORCH�Ar1 eEE (2)ROWS OF 133 x 3• Sti NOT TO SCALE aniJCTi#AL SHEET PLAN VIEW OF NAILS•i'o/e TiNNGx R a l 'J 1 i EXTERIOR WALL-OPENPK HEADER OI'R BILL M0 MPH,EX°Gl4FNGE D. x POR MY M'YM SIZE 1i THICK(MIN.)APA-OR CORER DETAIL iigBEE STRUCTURAL Pl.ATL 711000-RATED SHEATHING s/ TOP CFIOIRD a Ir t R 1 r I I FOR STUD 61,E_4WACNG 6're'b/e ad NAILING. BLOCK F 31,1, I II I FOR MAx1rwM s=AwoPENN �S, ALL 1l18M°I.OItTEp PAPER $p i, f yy g ¢ cor4gCTION I W iI., Y r fi ]) I 1 MEMBER GIVEN WALL REIGN T N , J { i' i I I Ill REC]UII�D AT END9 It .° IEE I! 13 n� I. NO.2,sr-� e' e' 0 r n' :, I t IIT: Al I I s s` y ( ! I 2x4 5'-Ir' S'-9" 5'-3 5'-0" 4 �` 4-0)31 x 3 roE Nulls 67tID POET-NtMpER OF PLY&70 P01CN HEADER EC)GEb s/2x BLOCKING - -- __ v-, - 2x CHIM1WY FRAMING OF IN" MA r!9iamm-BEE STUD I I I,,• i it N ALS•6 o/a TO TOP OF TOP SHEATH CNI?E1(Ni 5/16" 4 MAX o/a SPACING- INDEX)APA 7!D I t I MATCH HEADER STIR F06T 813• 2x 8710 DLOdCING W 1360° TABLE FOR BrZE BPECE6 1�l lA6' SPAN f AND GRACE TO MATCH WALL ■ ' f ; ^E i.I.1 ". t 1 , 1I 1. , 2-2x4 8'-4" 9-2 1'-6' l'-2" 6'-10" 6-0.131 X 3"TOE NAILS !A,SBE^ELT 4 TO TOP Q HARDEd d i•Ai`ad OR USE OVERALL CHIMNEY MILL SHlA ACHED TO i ll .Ic1 e: i 11 11 1' �I 311. ! I 9'-I" 6-0.131 X 3"roE NwLS STUDS LNUM NOTED OTI4MSE I.' _ ( If ;I. 3 !.. #a ll ', j I,II > h3Xb 6'-8�: 8'-2' l-9 l'-5' I i_ (, { I I c .,. I' I i. I �_� 12•_4•• 11•_B'• II_O° 10'_(": 10'-1" 2_A35'B W/2e0(l;"NAIL ON STR JOILPAL PLAPL CONNECT PIOPK34 HEADER AS6E'A6L.Y. TA6•APA*ATM PLYWOOD MIGHT FOR!MEOW. 3 FRA"MiG •BLC(•7 M // l I{Illt I U` Ito Il �I I :I I PLY&PER DETAIL DreTi s/6"-Q•of ad 2-ft 7x'•AT CORfERG, - -- •A L P.MB ll�I I, y 6 EXititlOR WALT. [DGiM NAL GALL I t• I y 11� t �I I I I#If II' I�� Ii• 2 ,I I EXTERIOR WALL-OPENING NEAPER OR LL 17®MPF!.EXPO&1R£4 EXIVRM WALL-OPENPIG HEADER OR BILL 170 MHN,EXP06LM D. IF THE MOUSE 16 TSD DOWN USI G � TACE QN DY:TAI CR CALL. // 1j q OTT GN S FLAK I I ( MAX"i arcwoPENW.r- MAxmfw er>awoPENr G rax CONVENTIONAL S1R4PPI�i.I TO THE (U t tt6Q OR(1)Mi6TAb l" v f !I' .'' 11 a 1 it ° I MEMBER GIS uw.l HEIGHT CCo"ECTION MEMBER GIVE?! AR/ HE r CCrt�CnCN 8TRLCTIN AL.GHENT AND DETAL Ni 2x4 4 GYP BLOCKING BETWEEN STRAP FOR A MiTAID 1 p I Il I Ril lU1RED AT ENDS FOR PORCH BEAM CONNECTION DETALS TRIOSES BELOW YAJ-8 I;.' } 3 �'I i ; '' N8Df'£ 12 1�411/�D AT ENDS REO'D 8 9 I0 II 12 s' e' 0' u' No z,8FP M/(4)J3bx9•tOEHlPD NAILS AT (2)MSTA24%FOR A 7RUM-T CO ORCTOl6 l j l s 1j!i' (i' llil�l�} s I I „ 1 3'-5" 4-0131 x 3"TOE NAILS 2xa 4'-z' 3'-5 3'-4° 3'-0" a'-e" a-0131 x 3 TOE NAILS SHEATNING,CEILING MAY BE CONSTRICTED Oa ANY APPROVED MQ Ai_HAVING ROILY OR EACH END OF BLOCKING To RECTMNGL4E 2CHI•I'EY•FA 1 SEE POR En, N LEU OF WDOD PANELI 2x4 5'-0" 4'-5 4'-1" 3 S ETTER PREBSIARE AND SMEAR FMOTAWZ M VERIFIED D7 CU@REM'FCC PIYDpUCT AIN! -D INWA11 M TOP CFIORD OF 7RUM OR CORNER OF CFMMPEY TO (DOLAASH a v I t f tI R.. ,i' I ,k {' q `k I{I:+ h4`f ,I.. U I1, It i I I 1 ±III 2-2X4 T'-I• b'-8' b'-2" 5'-Y" 5'-2" 6-0.131 X S•TOE NAILS 2-2X4 6'-2• 5'-6' 5'-0" 4'-b" 4'-2' 6-0131 X 3•TOE NAILS _ RARER AT cole'EIR6 CP P ArTotny4u6&TOP CHORD l " >1- �' ,la 1' �", I ' ° i-2Xb �'-4" 6'-11" 6'-2' S-T 5-2" 6-0.131 X 3"TOE NAILS 1-2X6 6'-Y 5'-6" 5'-0" 4'-6' 4'-2" b-0.131 x 3'TOE NAILS RECTANGULAR CHININI 7S USE CR 2x4 DLOCHCING OELOW /SHEAR WALL y i r'14 1 11 ' 4 p �" I yx " ' r-r bO(IJ"0.2")s/(W NALO�TIp I; ��FRAHM!m 6 PLAHL _/ I d'' 1 li,Y t� y 1 I,ll M .I 1 ,ilpl r t ,'fi 1 f 'I9,(�i<I 2-2Xb 10'-5" W-6• 8'.6° l'-9' 7-435'8 W/8dxl}"NAILS 2-2>f6 v-6" -I'-'I" 6'-10" 6'_2" 5'-8° 2-A35'5 UUBdXI I"NAll9 �/11(y� e f I10.c4)NAILGA 'i- NtoRkm oR EXSM g I)'' ' 1 tit 4 6 it, 1 1 . II 11 11 1�1," y'I a` +j 'I I I 11"1,1 # l OPEN 'fi^ , 1L 11, li: .w DETAIL T A c� PS21CN CE LINCs SHEAT!-ZINC: D RAREIe[°PT7Pcl)4aRooR �� e VM a CHIMNEY FRH4MIN(r� fat=�'dn NO TO SCALE STI NOT TO SCli w G. -WALT f I} �I I sti r0 dG4LE STI STI NOT TO ECt1lLE I I l' I I a �1 i, ;I" , '�I i Y `j� rf.',jr �� I I - J I 1' , i '�Il JL� STl NOT t0 8C.41_E 11 i I. ' M I "'4 1 I Ie 1 I �,.; i ,IYI 1 �I, it w��.. • - .. ti,_ , 1 C 'Ihl r' .,.ITIS til 4=a... t ;t;St �..mti F i I III , I I ! ! ; I If 1i p y I1 'I I : !,II I i i S t1 4 S j { r I [ + y !"'I't !1 { I Ip I tj I ,.�I" i'l I,: I I1 i, t i.,I, I ,.I'.I it' ':; I I[ C,1' t : I I : i 6 I �� I, 11 t�" r , 1,4� r � 7`t:I ,,2 I 9 i �. e t i t p ;r H 1 � 4 I, , a r l X11 , f4 I i i h 4 !, I i , I 1 If i �. I I �l I, , I,I, I I' it r ` g Int j j I I VERTICAL WALL CONNECTION t I11 E r' S SEE STI FOIA •5 HORIZONTAL. '= 6 i ; I;'' I „ , .f.l I I ,, 11 1 LAB W/6XFiX10AV WU� i I ! i {I l! 9 til 11 i 4 GONG SIL VAPOR BARRIER OVER II III 1 I a l 1 p r ,II 141 iS I � OVER 6 t LL COMPACTED,'TREATED FiLL { ^ SEE StI FOR VERTICAL. WALL CONNECTION CLEAN,tum (Tl P.VERTICAL REINFORCEMENT): �TTI r II1 i ; • t 24"0% HORIZ 6" FROM END DOWELS CORNERS I'll I 4" GONG SLAB W/6Xi�XiCa/ifd WWF MA`f BE USED _--------- THEREAFTER - BEND 40" MIN. (UF VERTICALS. (TYP.VERTICAL RZ�). 45 }, I1, ' AS BRICK LE ALL DOWELS • TOP t BOTTOM, I { DOWELS • GOp�EtS t INDICATED o% I 1 I ,I I, OVER 6 MIL vAPOR ESARRIER OVER — e �� 9 0CLEAN, LL COMPACTED,TREATED FILL EMBED MINIMUM 6" INTO FOOTITJCsII - BEND ALL II li 1�,I; i�l 11 SLOPE CxRAD I BAR CONT.•HEADER CCLIRBE " 1 I I t = - ---------- _ __ _ __ _ �2 INTO SLAB(CsROU �. '9 e , I — CI)�4 1 /48 INTO SLAB (GROUT ALL �I ( IIII I P . i I t E�;( I' .I ;1'1 4 SPAGINCx i �lu a l ^II la�ka _ __ SLOPE CELLS SOLID) D S • T t TOM ill I. f MIN.',DISTANCES O ' _— 4tt OWEL OP T EMBED MMIMUi i 1 u.I - GRADE _ DIMENSIONS A� 1I I I— !' I .: 3 a l' lrl 111i i I'' 1 ST01 DIMENSIONS ARE --._ 6 _ _—_ _ " INTO FOOTING `/ ' 11 I +{ I , t j e( —I I �, MIN DISTAiJCES 'S VERTICALS ALL CELLS SOLID) I " I ,11 i r t� CLEAN COMP ACTED —iii =1 2 5T01 _ _ 6 ? ;. "II,SP SII _ - _ " • 24 O/G ( — to I III SAND PILL 1 11 I II -� O Z (TYP.HORIZONTAL 1=1 `1 11 I — I— t0 12 S: 2d'o% 1 t ' . 1 l I, I I , •+ I_T1E3EDDED STRAPS . " ( I h i; ' t a,II G, I, II , .I W/O BRICK MUST BE INSTALLED w/ — --- CTYP.yRTICAI REI�EFORCEMENTh�4 DOWELS REtNPE��CEMENTh (2) ADD GLEAN FILL AND 12 < 13-V1 o c IAL '' 1 :. I g,'u l a{` ' I` r( SLOPE OF /Ii ADDITIONAL PIECE OF M4 = = T I • L 6 * TOP t BCITTOM,EMBED WiMS SPACED016" O/C. IINAL L —I I AG 12° LIFT- ;, IFl 13-1/2 < 15 S: 8 0% i I` r SI �i Lit l,a i, L CslRADH S 3 REBt6R PER SI-iHPBON I I—IIII I MINIMUh11, ° Mt0 FOOTING /12" Mt0 SLAB PROVIDE HORIZONTAL " ��. —III— I17 8" CMU FILL ALL CELLS �Li } W/BRICK MSTRLICTIONS. CELLS SOLID) SOLID.w1 �00pei GROUT. la r €' II !. I {I(i=1 a III (�_�I (GROUT - REINFORCEMENT WITHIN I6 _ 1 i .III I 1 I I I'I 11fUi ' .1 t t - MAX.5TEMWALL HEIGHT: (5) OF TOP AND BOTTOM OF I I 1 =1 I I--- N„I� q ,1 , I 1 8THFQ0 '512E $” COURSES.FOR WALLS > —1 1--III— 1 II II r : t ;=uI 1;19;' , j � uuo BRIaC t2"WIDE uv l2r4 OR C2)6D CONT. �� wio w•xim"Wr!2)'5 coat.OR!2)'4 MASONRY STEM WALL. — i ( i,)tl(, lU/BRICK 2m WIDE lINC1 UD6Ys LEDGE: W/C2)'6 OR!3)'64 (5)8 COUIaSES HIGH USE BR1 2m'xlm"W✓CZ)'5 CONT.OR C3)'64 III—III—III LAP ALL T MINIMUM a0 " ES° I 'Iz , G '� IIi1 ,, I I:I y i Z2 STORY DETAIL IA/ST2 OR 18/ST2 8- CMLIi GROUT ALL CELLS II. 40 DI ERS AT ALL JOINTS. I U/0 BRICK w•WIDE uv Ctrs conk.aR!a)u DEFENDING ON WALL HEIGHT. x 20-xIO"uv Ctrs CONT.OR C3)04 5 NORIZ NEAR MID-HEIGHT. uy BIEf C 24"xlm"W/Mmb CONT.0162!4)'64 SOLID. MAX.l i0)COURSES. —I I I ez Wi BRICK 24"tINNDE CMGLtJDING LEDGE)W/l3rs OR C4)04 —I I I—I I I- (TVP.WOR TAL tl,l ! 1`1 } 1�' Ltd i. S 4�a 1 I .I =� I, I ! F �I ! ! a t 7 4'!I i I II I ;, , t I REINFORG Th (2) I I I . 4 ; ! I � ; I Tvav-a n�lDATION DETAIL Il —I 1! 1: Irf�� 6 T'1rPIGAL FOUNDATION DSL ADD CLEAN FILL AND I I--- 11— { ` ST2 NOT TO SCAM COMPACT IN 12" (MAX-)LIFTS. WI ICMWII)L ITUDMAL S u{� ! , h . { I, l�f7r TO SG�1' .E. I—I I WARE6 SP lfo°O/G. i, I II'i I — tI 1— 1=STANDARD FOOTING sE DETAIL SELow PROVIDE IzoNrAL I 11 1 11 I a I--) REIIJF-OI�CEM T WITHIN I6 I aiI 3 21' I t�� r la ! 'l III I�t�t I� I - t'i,C, ; ' It!_�r I k!; (I I gT EMBEDDED gTD BE SEE ST1 FOR VERTICAL WALL CONNECTION. _I OF TOP AND LL OF — ,I 11 § i, p('r...i ar±4 �.= a,,l II I.. ' '41'. i , I — i l 5 1/2 5 1/2 WIDE GONG.SILL TOP At MA1N MAX. 2 COURSES M.450Nizt S WALL. �, { INSTALLED w/ t " ( III—I a i'!,1. t d"1, fis I• +.I' 4 t ,i , . I I SME STI FOR VERTICAL 1 ",.t I,_ Ilj , �, I{ t I „ .. ,1 !t ! l l BLAB LEVEL.tOP-tO-CxARAGE FLOOR ABOVE SLAB LEVEL. I— I °: I—I — W, LL ca�n.IEGTION. i—III_ VARIESt MAX 1 i/2 lIaE1GHT8 EXCEEDING C1�!4 CONT. IN SOLID GRCx1TED WIDTH BY MORE 7HAT�2 REQ iii I Iii Ii1 i1—Lit ' �,i�� 1. „?' : 1�> REBAR PER " U��E3LOCK COURSE _ _ I ' ''I j 1� 11 ; , 111; l i ADDITIONAL ANALYSIS) S 4 J 1 I I I B�"tiP�ON :I1. 'I' I. , ` i 9, INSTRUCTIONS.-- -TYPICAL SLAB —_ I 1 ; t ;� ; L l� �' 1I. II I i I II 4" CONG SLAB W/6xsxIV/I0 WWF , II II I,. 1 (' .'�iI OVER 6 MIL VAPOR'BARRIER OVER .VERT " I I I ;I I Iil , ' ''I 11 1 1 I p GLEAN, LL COMPACTED,TREATED FILL tYP 1 gtC7Rf E �LZE I s i` �i: II Ik 1 ! 10 — — li 11 REIHF. I-=1 I =1 I W/O BRIac Ibhclm WI,!2?K4 CONi. i w i` 1. L a i 1 RI i ` i 11'I =p SLOPE _ wti UW Bt6Cc 2m'kim"uv C3y64 OR C2rs GONt. , T W/O BRICK 20"x10"W/C3)64 OR C2)Fs CONT. i 1 I Z `n GRADE ICAL FOOTING - E t/S'T,2 FOR 2 srO�r ll, =1 111= I I(=III I "—"''— uv ewac 24"xim"UY C4)114 ole(9)66 GOVT. tt � _ _ 11: N L i s I ri s ; ; 3 CLEAN COMPACTED = III=1 =I_—I lr lI _ I#, ,, X11 S , ( 0 1= s o SAND PILL ;, 1 , , IIl _ I III=_ 1 I I=1111 z —I�I III— ' I l t l l" 1 1{ f I I 1?z SL5 CCS€ "at it' '1. i9 111 _ i! I I i I bl — I-- 3W 01 SP SOU - I !u I I TYPICAL FOIINDATIONI I I-1 . III 1-- 6T2 FOR STEM I 11 1, I ljfI i I, I 1 ( ,;rl �,,�, �, iMENBIONB A III 1- I I =1111= I I I — I � ( �s ccx�RSE� STEM WALL FO hOATiON I ( I IN.DISTANCES 8T2 FOR STEM WALLS WITH 6<10 COURSES 3 f & I F 14 AW i I €1 "it If 111 .11 II 11 I, t� IlIr 1, i 'f y I Ia , !tI 1 _ I I ST2 Nar?O bC.N.E 8T2 NOT TO dc" t ( I {{kk d ,, i { ,,. �� `+ SLOPE 3/4 X 12 I p T{ 1 5n ' I 1 [ 1 iii 11 N ff } : P�' ,1P7 li i I 7 1 �I, , I I(; � ItI } 5L 314"FOR OVERLAP SLAB 1 I 1 1/2 TH1 AT GARAGE DOOR " 6HOLD EXP,JOMt 4" GONG SLAB W/6X6XI0/I0 I I 1 II II i lif ptH ■ BTi +1 1/4" EPROM OVER b MIL VAPOR BARRIER R 3 n��i as I! ,I, 1-i/2" OUf6IDE FACE OF BLOGIGJ § 1dIIT « r � ...II t �'; I .! it 11 ,�. !1 k It i^ I t .CI, CLEAN,WELL COMPACTED,TE iTE i{ I RECESS SLAB 3/4"FOR&'sD0 4 CONC BLAB WJ bX6X10l10 WWF TREATED FILL s 1, . f~,I h I,a I I � i _ OVER 6 MIL VAPOR BARRIER OYER I 1-' u w I�3 _ I I " , II 4 CONC SLAB W/ 6X&xI0 E OVER �I = CLEAN,WELL GOhA°'ACTED,TRE TED FILL r ;, a,l I, l L OVER 6 MIL VAPOR B _ TYP.SLAB __��__�__ " i — II g DEEPAW WHILE CONCRETE ! CLEAN,WELL GOMPACtEG,TREATED FILL I I I� I 1. xis'GRID, ',Yr i; I " 7 j{; ' tI 1";i' I,I.;� ;' I.. y 1 I' I" =I I I i=III 1= - I I I I Imo. �'�'•�" r — � IS E (WITHIN 12 PLACEMENT) _ _ . 11I . Ifil I -III — — _— — __ :. . I I F _ r_L�_!it — III— III 11- 1 I IIII —III I • i li I — — — _ TYPICAL FOotiNG - SES 1 2 FOR I 1 I— _ III b MIL'VAPOR BARRIER __-__- _ - I I, ,V , „ til 5. : .. �_ ¢6 1 r =I I I I=i I I I=I I1 51ZE/RE�x ►T — — = 1�11 "', ,I +� `` t;` .I ,i {,,.. 'rI CLEAN COMPACTED III — I L,t `'t I''I"� K I `I yi 1 a ` FI =IIII= I I i 11111—IIII= I L L IIII=1111 IIII I=�I=111= I�= � I .- -.111 i , ' .^ ! I',I�I.' '� 11 ,�I # ,=1 i ` I ,I I'I'I BAND LL = — — _ 12" — -(1�4 CONT. —I l 11 El I t I a k lE I : : y III—I I �1111= III —I I l I _—__ 1II` I 11 1 1�.'( of 1#a , p s. Iaz111 l y I III { .Ft1�,{, TYPICAL FOUNDATION . . . `: I— I Ii I III—IIII I — 1I IS I I I=1 I I =—__ —_ —III 1= t ¢ II I x a I r I I11 r t1 I a Ih71 , t I ,;11 �11 1l I III IIII III I —II Jlifill, (, I � +,, 1 I i - _ EOGE I ,II ! ' 11 z ' ',- - g C 24TROL ��OINT-FOR G CONTROL II IIII IIIIii 6 ., .: ,..,• bt2 1 .� n .x ,_. ST2 ;4 a1 ,p , s • NOT To tbG41E s „ g e .. v L. 1. -A, 1 9 I 1-11 r�'. k T2 I N { S Y2 TO S NOT TO 80141E e NOT SCALE R „ti s I IL— Llg g Il{,f! t Ill &f i IIF, Y I '.� R s F a4 Ii Wl ' g E. 11 , - HOLD HDR BLK 4' CONC SLAB W/6X6X10/I0 WIIP f '11 11 11�' CJ E,4Ff,WELL COMPACTED,TREATE FILL 'i i 1 , I` # �Ii 1 I 11 IFS=II I ^I I t0 OUTSIDE OVER Bir MIL VAPOR BARRIER OVER •¢° CONC SLAB W/6X6X10A0 WUF � . OVER 6 MIL VAPOR® ER OVER kI ;t q, s I 1 i 4P 1111 i i kl i I ; 1 I 1 1/2 CLEAN,WELL COMPAC TREATED FiLL Gk 41 Y I: L 1Y l!� i a m1 � . — 81�AB _ — —r-.___ I I , iI, kl'=A " _ — I — 111= Y_ EB _�,� — — `. w/6x6xta�/tm wwF E'j . ;I;' ;r 4 CONC SLAB —II — — - - - --• - - _ I I';,, i ROVER — - _ — I i'ii((I OVER 6 MIL VAPOR BARRE — — — — _6 MIL VAPOR BARRIER tP �� II .I. ':{ ! I ',l'I 16 id.l —_ I, t F' , I': I r 7 iREATED PILL = — IIII— — — — _ - ..4i, — Ii r, 11 !,, I I I! ,4; t :.I'llCr t , ,.( ia.a 'u!,'' „.. — _-••', . 1 , — t1„ "y�' GLEAN, coMPACTEt , i-11 1 1=11 1 I -11 11— = i I= 0 11=1 I I I= 1; 11. , II', i I ; :l I,t1 : — — = _ - _ _ _ _ I<,,, , , . ,.,,. ___----- I=1�I=— —1III� III— — it = —(l04 CONT. = . ; :' 1,, I, ;i . t: I� I ; 5" —I II 8 = T I 1111_1_1—IIII —_ Till— I� I;I I : i ! I -IIII-III -IIII =IIII-1 _ _ _ _— _ - = 1 1=11�1=1 Ill =1 l 1 I-1 — I— 111= 1 t, „ Ii , lil 111 !' '�I �'] k I L, fS{ J. -- E�EE — — illII Illi, ill St . ! 4 1, =I I—IIII—I I TYPICAL. FOOTI SEE i/8T2 (2�4 CONT. ` ' 1. z -1 I I I=1 I I I I I -1 I 11= srzE/ =1 I I I—I( —I I I I— III— = I 1=1 I I I =1 I —I 1i — I4 i ,I �, I!I ;I — —_ = I=1 111= 111=1 111= II1a1! "�,t i- �` [1111; 1 '�aP l ' . ' I I(� ;11 �` l! l I= I " —I I IiI d;' i I '` 1: ;I tt' S I TYPICAL FOUNDATION — =11 1 SZ00R'( _ I — _ _ IIll 2s.�—T I; i [til I ! i, l ' i a ri !I, � III. I �I _ —IIII- Ii 141 € , 'I, 1 :i II I'.. I i) I 5 1I. 1 r;i f1 i� II- II - " I ti, l F , „€11 1 I I I X11'SI it� 41t I —I I i 1=IIII— I TURNED *_�_nEyw� cnr._ Im I OAD BEAPiWa STEP CCUN 11—IIII I i I l r,= t I ! II, iI 4 FO h�MAT I 4 AT D�L ST2 NOT TO SCAM STS NOT TO 6CAl.!! 1111 I!I�I ��; 4 FOUNDATION AT �IOR_$J1.� sTs Brat eca.ts a �{ I to ;I i. i T2 1, ,.,, s N17r TO BCAta I I i I r . ' >a 1, Ih 1 ,11 it i i � ;I r� a, 1 31 "i { r 1 t ` ij l " i I I I HEADER LLOGiG OR LII III II!i111 r! ; l k,.f I FORMED R CAST 4' LONG SLAB W/6X6X10/I0 WWF 4 I III i ,III i 1111 I { fi STEP DOti�l OVER 6 MiL VAPOR 8.4RlQ{ER OVER I llr3 x 2'-0" O R GLEAN,WELL COMPACTED,TERMITE `II 1 { I I' r I 850" �'�'SE YA I 5 --- ----. - TREATED FILL BLOCK TEM 1 l d• °14,11 ' I ) I ;ill `I. 1� ' I, `' f 1 s,l.0 t iI a f I. _�_ rte. �: CONC.BL _ _— -e—r--- — 4 i 1 III WALL. _ TYI=- SLAB MM I,� ;� I i __ 111=11 I ! �' i I'1 '; sioPE ---------- — _ — — - -i I i I=1 111= _ — — VARIES -- -------- II� , ; ! { 1„� ,, _ I I_I I — ,— _I—IIII——Ili —1111=11II— — — - _— ! III ! (� I I CsRADE — — - II II I I 1,1 ,. GRouT SOLID _ _I I = =1 I I I I=1 i I 1=1 I I I = __ IIII=1 IS:I I� I ° {1 _ 'I it l i I ° ii ” - AROUND PIPE - GROUT SOLID — _ _ _ — Eg g 1 i 1=1 I I-f , „_— =1 I — I — III 111-11 = AROUND PIPE 111 PI— WE I/ST2 ' ,I� I, I ll. i I 4 t CLEAN COMPACTED — - — -sL I, I i I II + xl I SAND FILL —� �. EEE_ =I I II I I 1 111=IIII �R 61ZE/ IIII- - — .., �t` �s .Ia I i" � " -� _ _ _ — R>:�T = _ _ ►ci,'I— :� ., � �r,., 8 MIN - DEEPEN _ TYPIC POOTI - BEE > I IM 1111=1 I =111=1111- 1110111 •:.'. :' .. I FOR SIZE t —,i , II" I';" .' , ` + �; �.": `j FOOTING • CHASE TYPICAL. FOUNDATION _ _I=1 1111= Tit ± 't" „ 1 4 w; { , ,In ( 61 t €y' p LOCATION AS REO'D TO — _ • 1= — 1. • Tit 4 x { N s. ��s,^ks^ 1l it I'1 = p'1 6tI,,s S R' i 144 t " PROVIDE PROPER _I I I I-111—I I �— I I I— 1 i —_ —I it 'IfII ` LOU ; VIII l t 5 _ - 1 1 I FOOTING DEPT I I I I— _-1 I I I—_ _ y= :1 l � I I it ", ,_ =11 I— —I I — 6t2 l� G I �I 11 I II, F ,I'F,I I I Ir ,i I ,I ;'I ll'IAY OE IJEED,i46 81E1�1 AFIOIIEIt OET NOT TO lGAL.IL `, t $ ,I1 II I I,q,I' Iq ;iI g 1 € I i i1 I '}i F II. �0 5 L i` i '` ' S r- �t�ATION W/ UTILITI rar to sca.a s �+ar To ecN.>< It & TO SM" 8T2 1.1 I ll, �;1 I I : 11 6T2 NOT FOUNDATIII� AD BEQRINC: STEP DOIL�1 {y[p i' e D Y i' I i l9 _I. 7I. IE1 _ { 1 1 i ' i II h l ! ,., I= 1 1 I I C ,11 STANDARD FOUNDATiiN DETAILS 1 '. i II I 11 i I' h i I STEM WALL CATION DETAILS Ii 1 . " 11 sl iI 1 ,Ih; I 1! ',1' ' Plrl! `I^ii,1 MONOLITHIC FouNPATION DETAILS 11: , I i� 1i I ''I. ;IIII l I 1 l l l 11 EI I �ft '...I�,,.{. :Ft ,..,, , �I.I,.II`. '',,, s',� II I,' ! � ill 'a a. i,':.I ,, I;,�, iy I 1 II , 1 ,' THESE DETAILS ARE INTERCHANGE�4BLE WITH THE THESE DETAILS ARE INTRGHANCsEABLE WI THE IF ltU100d vertical construction atop foundation details for arity. O© L, I It ( TAt S acce table ��e STI for ecifics. 1'I; ,I II i 11; I, �I11 ` " I - MONOLITHIC FOUi�DAT(ON DE L p h ` I,[ I' ? it C k. I I I STEM WALLS FOUNDATION Di_TAILS. I , III I I 1. I!. I 4 1 1 L .I t� 11: 1 III 1 }s 13{ 11 0' �I I !L 1i1 I I I'I ! {i',If FOUNDATION DETAIL,CA XIED ATR I ,I I 'I'' (2)N4 DOWELS,P'ER ,CA87r L STR�JCTURAL PLANS I 1 TYPICAL FOUNDATION Ht D-DOUM PER •' n—z ` f INTO 4. - ;`�I ,a I L1 I I I ��s1: 611 k aL; — PAD FOOTING OR EPDXIEEC- W/MIN E,I �I,I Il ', i^ l -h 11 ,1_ lI: ! `I al f I! + TYPICAL FOUNDAtIO� 6" EMBEDMENT,CENTER tri" IN \ I ire, kll 1 ;I.a1 I (1)'5 VERT • EACH (F _ ,TYPICAL FOUNDATI v \ - t=TN'Cs PADS 36"x36" t L_ 1Q I /�//% II lt °`' iG,I ti { I I SLOPE _ _ USE l3)+5 DOWELS. _ -,- ! I I r I i I I !i. k:( 'I: SIDE OF STEM wALL -- II I I I i I I I I I I /�//�FOI1 # gl " : h. „, I I. ' I"I! I HEIGHT CI-L�d�IGE HORIZONTAL 05'S *--�- - a __ \ I 6 1 i 1. I, € :` j ; ': • 16" O/C. = - -- ? i 1,` u.i 4:��/� � GRADE <�-� — r TYPICAL FO*NDATIONSLOPE a Iil lI I—I i I I— CONT. � \ IIII= �' ,r — — E ii 4N GOthPAGtED taEBAR \ \ i 11 I. ;,. � ISI I I I ill i=i�� IIERTi i\j\ � I �1II _ Ill —11 I , r� SLOPE „ IIII— // /V//� I.i �+� r II� , , }` , �� IIII—IIII— �,\\//, \ 1 I �+ .I I 1 , :.; , +,' 1 /i" r AN GOMP�a-TED - GRADE DONT.REBAR \ , `$ ' I I I �r{ �' � I� �,- SLOPE REBAR PE �/ /A I t j 1 1 ,t, I! i, I i 1 II e , ' ! I 11 II - t° j °" ILL II GRADE TYPICAL 1V//V/N 11 I;.1 r�l I ! I , L I x°'11 III I I FOUNDATI v vv v, II [ CI / 1 ------ I Jl i - / / 1 III I �' L i II A. -i s- • , GOVT. DETAIL //V/� I t 9 11�' L, , I u SiRUCTURAI_ I VA \ i t II I r i I ! •. a L--------t REBAR /\, 1 ;I-1 tI I iI t f 1 1 a ` , II I ;': ,L+ II n t • PLANS FOR PAD I I �' //� I t I r , I r I _ I f-- SEE STRUCTURAL - i\ It i • • I FOOTING Sli'E, lj� - g - \ \ ",I SIL I?.I li.1i I IS 1 I" i , I -�� II II LOCATION 1 45 . . . _ I a a PLANS FOR PAD i i ��` 11 iIt FOOTINCs SIZE, \ I I t`.I €1 I 1 I. I: ,!.'III i, ,I u 1, I a��a L REBAR SM"C'S. • SEE STRUG'RLRAL �d _ 11 a T,:,I I X111 I 'r I ',I• I u IS ; _`_ _- ��=�as�s�a. PAD BASE PLANS FOR SiZE, LOCATION t i� - I:, ♦ -- \ ��^ p I' I �I I , i 1, I t I ' i PER STRUCTURAL PLAN I r L,' {1 i t 1 ti I 0 I ' I I 1,, ACTION vtEW f�9CE VIEW I eaR acs. BlE PER S�CT�URRAL. MAIN REBAR sPEc s. � CLEAN � t ' I ,I, ; 1ti ;:I i; ;;. � r � i�I I - z�TA1 +TEM WALL W/ 45- C�',�RNER DETAIL PAD B SE ON VIES R` TRUCTURAL IIII �I I{ ! ! 812 NOT To SCALE F J t i.: i I' I 2Z 1°ER bT7ANS FOR SIZE, s I , PER STRUCTURAL1,QPI SAND FIL ACTED 1,OCATION e ga1� o Lis' jry fI iil,i & IY 111` t � I ,g I ,i,, tr I{ tq r s t6 SAD FOOTINCs FDR MONO BLAS NOT to ec�ai�E FACE VIEW PER STRUCTURAL PLAN tREBAR BPEc's. 1. t ,€ d PAD F=NG FOR TEM WALL PAD BASE 1 ¢ a ST2 �Iy�yLl l� �� >I , I I I I �� 6 l ,114; ill , i' It( Itx I' �`', Id Fill WOT TO SCALE t t' iidl LTi k t t..I, a r# l� 'I h.1 a'S�'€iM tte,� t ?fil E 6T2 To E �f t I I.1+. I I.LI V `� t I 1: �1 �,I I_ i , �! I!_ !,: I i !,��t ul�f I`i. I I �a ,i 1.II� � ,it c 7 4. Ir .,:.,.,II `t L'