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Plans 1730 Ocean Grove Dr (vault) - CE D F R C BEACH CITY OF A DrrfoNAr SEE PERMMF ONDITIONS. II'Y o ggOUIRE7�a�� DtV'fE: (f (4)Y2"b THREADED RODS O DOWELS w/4" EMBE NOTE: THE CONTRACTOR SHALL USE TENAX KATTER EfINTO EA. MEMBER. pOXY BALLON FRAMING WALL STUDS OR APPROVED EQUAL NATURAL STONE EPDXY WHEN PDXING U U � �"'""'^ ' Associ P" FULL HEIGHT, FASTEN STAIR INTO MARBLE. ALL HOLES SHALL BE DRILLED Y8" LARG4ER NOTE: COLUMN SHALL BE BRACED �'r OD� STRING ADJ. TO WALL STUDS THAN THREADED ROD DIAMETER. BY COtJTRACTOR UNTIL ALL FLOOR L r 4960s w/5-12d ® 16' O.C. YP. lax. Beach / ROOF ELEMENTS ARE INSTALLED Ph.24z-o9< - FASTE EACH FLOOR ® FLF L•C MEMBE TO EXTERIOR NOTE: CONTRACTOR SHALL EXTRA CARE WHEWHENmNrAcr WALL BS Wr OW w/(1)MOR _ DRILLING THROUGH MARBLE. EXCESSIVE PRESSJURE !OsCOhMlAEM AND VIBRATION CAN CAUSE CRACKING IN THE � �- MARBLE. APPLYING LIGHT PRESSURE AND DRIL -'- - "-- �i I I ^ ' - - - - - SLING ( (1)Yz THREADED ROD ` r' F - . If _ N DOWELS w/8 EMBE - A m M-*I1 - - B SLOWLY CAN PREVENT CRACKING. +� � v- 00 , f AC.k OEM INTO EA. MEMBER. A X " ; 10 i JUL 1 0 = AUL O U w ; I n�i2o• EA ouS1.1Z BM I� F ALL HEADERS -62gj I n,1,H + BY: =.F1,P,E rW- m W ARE H6; U.O. . b v� BM-15 �� I N Cn CO - - - - - - VALD'C 4 W J '�J I \ 'd-is \ AHI.. :'::. .. ...: a BM-4 1A 2x12 SYP#2 P.T. I 2x12 SYP#2 P.T. ArSIGNADR� 3 _ BM_3 _ _ JOIST r' - FLOOR JOIST ns �1 I POST F OM 1 �I SEE 10 S1.1 ,� L:'::':::'::{'?r?:i!'}?r??i:i. (4)Y2"O THREADED ROD O.C. I / 24 O.C. I REVLSIII " tl DOWELS X w 4 ABOVE. Sf�E 9 POST FROM II FOR CONN. ::::::::::.:'::. ::. , , / EMBE L - ADD Src POST FROM NOTE 3 THIS PLA ABOVE. SEE I f:':::'::':::;..`: INTO EA. MEMBER. MI -" 1 PLAN. , ....... ... .. (,, �- 6.0 LVL _.. o ABOVE. SEE ° - NOTE 3 THIS z1s 1 B _ - - _ _ Q I NOTE 3 THIS PLAN. � _ _ 2x12 SYP 2 P.T ;,_,6„ - - - - - __ n'gg,g m ° _ (4)Yz O THRE ED ROD FLOOR JOIST "a° w= xll I i M-1 1 ""_" 8 r` TYPICAL PORCH FRAMING NOTES DOWELS w/6'° t 51.1 I ... 24 O.0 a?II III �I BEAM TO POST II II INTO CONC. SLAG. (2)MSTA24 w/9-10d EACH END 0 I` Ir I \ T II 1 � : ge-to:.t.:. FELDAI + BEAM TO BE CENTERE I I =_� BEAM TO WALL FRAMING 11 SECTION CONTRACTORS o BELOW STONE COLUMN ABOVEI \ " 1 I SEE DETAIL 14/S2.1 FOR CONNECTION S1.1 PON"GMAJUNG ANY SE 1 A 1 I rE4A 2.1, 1BM-ts A `HHUS4 / •-„76 UPPER POST TO LOWER POST (MULTI-STDRYT FROM THE HIE! 4- 12 i I� FOR GONI) . )1 L L OR i Li. w, 4 PLY FIELD ALTERNATI "-,o _ 16" 16" CANSIRUCTDN ` - -- - ( 0)ST 1T0 SLA68d TO EACH END E0. EQ. BEAM. a NOAMROVO 6 - -- - P ,,,, I t u1 a I --- 16x6 P.T. SYP#2 ABU44/66 w/6-16d EA. END OR N AODRpNAL "° ".I POST, TYPICAL. . HTT16 w 1-3/4" ROD TO FTG. IDPU-) If I - (4 PLACES) / r 0 cy 8 IL Ig II (2) ROWS g/e"0 HEM ai I 51.1 m I �I ALL EXTERIOR WALLS AT ® ® HEAD THRU BOLTS = I . °, THIS LEVEL ARE CONSTRUCTED w/ HEX NUTS & C " '" �xl _ xl x1 "' A� WASHERS ® 16" O.G: - - BM-1 _1 - e -1 12 STONE CO - - - 1 OF 2x6 16 O.C. WALL 4 PLY - - - - BEAM. ADD (1) BOLT AT E/P• 6196 ��616g9 I g„�,o, I I -078 FRAMING.(U.O.N,). THIS WALL 2 ROWS 5/ "O HEX ( ) 6 SIDE OF SUPPORTED �11JMNS, I 0-10. FRAMING COMPLIES WITH THE HEAD THRU BOLTS A SIMPSON BEAM. 3 FULL HEIGHT:. TYP, I „6S 3� M-16 w HEX NUTS & A HGUS414 TYP. �f �. " ,o I L/240 DEFLECTION CRITERIA / L +, 6 LOCATION I e.�o _ BM 1_ n6, WASHERS ® 16" O.C. EA 2-PLY BEAM I FOR BRITTLE FINISHES. SEE 111/S1.1 I POST FROM = ADO (1) BOLT AT EA. CONNECTION. (BY OTHERS) -�� SIDE OF SUPPORTED 10 SECTION ' t ' N x f ) " ° " 1 ABOVE, SEE I OA GARAGE DOOR CONNECTION ui F_, NOTE 3 THIS PLAN. '' FASTEN EACH JACK STUD x12 SYP#2 P.T. i I �+ TO HEADER WITH MSTA24 St.t L FLOOR JOIST ;r y ml w/(9-10d EACH END) EACH 4-)¢" HANGER BOLT .G STO E COLUMN (THREADED ROD ONE 51.2 2x12 SYP# 1.. SIDE OF OPENING. TYP. �yI` T � END, LAG SCREW ON r^, 9 �:u II ( ) _ JS , , THE OTHER END �.i 1 DECK d - LOOR DECK T ) FLOOR D ` FLOOR JOIST i' EPDXIED 4" MIN. INTO 24" O.C. v 1° BM-20r COLUMN & SCREWED CONT. 2x RIM BOARD O 2)2x12 _ _ _ _ _ BEARING WALLS SHALL BE ANCHORED 6" MIN INTO BLOCK G (TYPICAL) _ �_ C ..MO. 12"� STONE COLUMNS, TRUSS M29 "�" PER UPLIFT SCHEDULE 'A' UNLESS OR JOIST SIMPSON H CLIP FULL HEIGHT. TYP, Il- 2 2x1 " � "' A OTHERWISE NOTED ON PLAN. FLOOR TRUSS 2 LOCATIONSHEADER SEE 11/S1.1 OR BEAM BY OTHERS U H 414 TYP DOUBLE TOP BLOCKING TO MATCH Y2" THREADED ROD USE GUS ( ) PLATE. JOIST DEPTH EPDXIED 4" MIN. INTO ui HANGER CONNECTOR COL WITH 3x3xY" BEAM SEE 4 , e ON SO.O FOR I WASHER ABOVE A PLAN. BOEBE M. 2-PLY BEAMS U.O.N 7- 3 " 1 x16 ( ) /4 2x12 SYP _ IMPSON LUS210 EDGER CONT. w #{4 L MICROLLAM 1.9E FIRST FLOOR FRAMING PLAN 7-12d COIMMON WIRE NAILS AT 01ST HANGER I STONE COLUMN 16" O.C;. AND (3) SDS Y4"x3" / 8-10d TO C SEE 11/S1.1 SCALE: 3/16 ' - 1 -0' WOOD SCREWS ROWS ® 32"O.C. EADER AND 1. SEE 4/S1.1 F-OR HEADER SCHEDULE INFORMATION. -10d TO JOIST. 2. BEAMS & INTTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT 6 " 59.1 SECTION AN UPPER LEVE-"_L WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF �.�.., (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN QR IN HEADER SCHEDULE). FASTEN BEAM TO PORCH FRAMING, SEE PLAN U POST WITH (2 NTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM BASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" WATER PROOFING, SEE ARCH O OF THE SUPPORT POST. FLOOR CK w� w� FLOOR DECK � 1 3. S POST FROM nRnvl- WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES LOPE-- POST SHOWN DIN THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, CONT. 2x RIM BOARD PROVIDE SOLID [BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL POST TO LOWER LEVEL POST FLOOR TRUSS OR JOIST (TYPICAL) OR TO LOWER LtVEL BEAM WITH (2)CS16 OR (2)MS30 STRAPS AND FASTEN TO FOUNDATION W/ HTT16 U.O.N. ON PLANT. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE SIMPSON H3 CLIP CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. EA. RAFTER AM, SEE HEADER OR BEAM 4. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. AN. SHEET 5. LOAD BEAR14G CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. SIMPSON LUS2t0 JOIST HANGER SD.Q TRUSS PL. w/ 8-10d TO HEADER AND 6-10d 51.0 FWNDAffi i TO JOIST. S1 1 FIRST FLO 8 SECTION SHEAR PL ,1 SECOND FI 51,1 S1.2 AND SHEA + S2.0 GENERAL 1 UPLIFT ANCHORING SYSTEM DETAILS AND S, HEDULES O2 TYPICAL TRUSS CONNECTORS �� SUPPORT AND UPLIFT SCHED. O4 FRAMED WALL HEADER SCHEDDDD�� © SH WALL SHEATHING NAILING FRAMING LEGEND S2.1 SM. FRAU UPLIFT FULL HEIGHT ANCHOR SPAC NG CONVENTIONAL STRAPPING AND SPACING SCHEDULE 'i CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT gIRG. MEMBER NODE SUPPORT UPLIFT CONNECTION SYMBOL HEADER SIZE MAX. SPAN ACK (U.O.N�)KING (U.O.N SW-1: 8d MMON WIRE 3" O.C. EDGE & 6" O.C. FIELD SCHEDULE TYPE QUICK-TIE THIREADED OD CO ECTOR A& CONNECTOR Bg CONNECTOR M CONNECTOR EQ CONNECTOR � NNECTOR � CONVENTIONAL STRAPPING DETAIL (1)H2.5 < 600 BW-1 A HEADER (2)M TS12 H6 SW-2: USE W-1 NAILING, SHEATH STUDS BOTH SIDES ® INTERIOR LOAD [BEARING WALL (2)2z6 a'-4" 1 1 SW-3: Bd MMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) ,A, EXT. 8'-0" O.C. -8. 0• LS Al2 ® 32" CS20 ® 32" SP1 ® 16" MSTA24 < 6' LTT20B < 6' CS20 < 6• (1)HS (i)HA4 < 620 BW-1 B 3.2x6 SPF (2)MTS12 H8 DAVE-STORY MULTI-STORY DBL TOP PLATE (2)228 6-4 1 2 1. PROVIDE w BLOCKING AT ALL PANEL EDGES. GABLE X-BRACLE, SEE 2/50.0 INT. +•8'-0" O.C. d'-6" 0. (2)MSTA24 < 12' HTT16 < 12' )CS20 < 12' CONNECTOR FF / X 2nd LVL KING STUDS (1)MTS12 (2)HA4 < 945 BMt-3 A 3.2x6 SPF (2)MTS12 HID (2)2x10 8'-4" 1 3 UPLIFT SCHEDUL4E DESIGNATION, EXT. 5-6" O.C. �'-8" 0• MSTA24 < 4' LTT20B < 4• CS20 < 4• TO 1st LVL FRAMING. HEADER 7 O O (2)2x12 t0'-a" 2 2 PROVIDE ST CONFIGURATION PER 8/52.1 AT EACH END OF SHEARWALL. UPUFT SEE UPLIFT ANQHORING SCHEDULE °O t'7OT �C g' LS Al2 ® i6" CS20 ® 32" SP1 A 16' ROOF" TRUSS (1)HT516 (2)HA4 < 1255 BMt- A 2.2x6 SPF 1 H8 OR t HA4 H12 INT. ••6'-6" O.C. 4'-O" 0. (2)MSTA24 < 9' HTT16 < 9' I(2)CS20 < 8' 3 KING & JACKS DS AT HEADERS MAY SERVE AS END POSTS FOR SW. SCHED. 'A' THIS SHEET. THESE ORnwttrGS EXT. 4'-0" O.C. 5''-4" 0• MSTA24 < 3' LTT20B < 3' C520 < 3' CO/ UPLIFT TR CONNECTOR RR POST (2)MTS12 (2)MTS12 < 1890 BMt-8 8 3.2x6 SPF (2)HTS20+(2)MTS12• H9.25 (2)9.25" LVL PER PLAN 2 3 UNCLEAR RJ 'C' 6 ® 16" CS20 ® 16" LTT20B ® 32" 2nd LVL WALL 3. FASTEN ALL TERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/52.1 SHEARWALL SEC;IMENT, IF III ARC ITECTACAT INT. •4'-6" O.C. b'-0" O. (2)MSTA24 < 6' HTTt6 < 6' (2)CS20 < 6• SNDS TO 1st (2)HTS16 (2)HTS15 < 2510' BW-9 A 3.2x6 SPF (2)HTS20+(2)MTS12• H11.88 (2)11.88" LVI. PER PLAN 2 3 SW-$ SW-1A', SEE 5/52.1 FOR THE EXT. 3'-O" O.C. 4'-6" 0. MSTA24 < 3' LTT20B < 3' CS16 < 3' PROVIDE SOLID LVL WALL STUDS (2)HTS20+ (2)HTS24+ Bmt-9 B 3.2x6 SYP SEE 9A/S2.1 H140 (2)14" LVL PER PLAN 3• AT WALLS STUCCO FINISH, PANELS SHALL BE ORIENTED LONG DIRECTION 'A' CONNECTIONI: 0' H6 2.5T 0 16" CS16 ® 16" LTT208 0 16" (2)CS16 < 6' BLOC ING BETWEEN OR FRAMING < 4400•• 3• PERPENDICULAR 0 WALL STUDS. PLAN INT. •3'-6" O.C. 4'-0" 0• (2)MSTA24 < 6' HTT16 < 6• (2)MTS12 (2)MTS12 -9-Ni- C 2.2x6 SPF (1)H r516 OR (2)HA4 H16• 2 16" LVL PER PLAN 3• r + BUILT-UP POST` IN THE WALL FLOORS. CONNECTOR O 3 ® DIXIE ROOF TRUSS, SEE PLAN AND s PROVIDE QT OR 1/2"0 ROD ADJ. TO CONNECTORS BN1I-11 A 2.2x6 SPF (2)MTS12 • SEE 10 52.1 FOR GARAGE JACK AND KING REOUIREMENTS. >L ALL ARE SW-3, LION. KEYED PLAN NOTE DESIGN/DRA UPLIFT SCHEDULE AT RIGHT. "* PROVIDE (2)1/2"0 OR S/e"0 ROD OR (2)QT OR 073 gplt-11 8 HEADER (2)MTS12 / PROVIDE 18" 19 CS20 5-10d TO ADJ. TO CONNECTORS. 9NjL-12 A 3.2x6 SPF (2)HTS16 0 SOLE PLATE ANCHORS �7 EARWALL END ANCHORING NODE OF BEARING FRAMING AOB A STRAPS APPROX. E0. TOP PLATE DBL. TOP LATE MOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL 13 B 3.2x6 SPF (2)HTS20t 2 MTS12• QTY. OF ANCHORS BETWEEN FULL O MEMBER, SEE LOAD SUPPORT D, SPACED BETWEEN SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, BML ( ) WALL TYPES " ANCHORS OU K-TIE THREADED ROD CONVENTIONALLY STRAPPED UPLIFT SCHEDU9 05.1 ADJACENT ANCHORS._' 5-10d TO TO WALL STUD. HENAER. S E PLAN. c 14 �•� SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH BNit B 3.2x6 SPF (2)MTS12 SPACING 796" >48" QL <96 "'f'AGNG <48" SYMBOL ALL LS ALL LEVELS 1ST LEVEL UPPER LEVEL HEADER SIZE, ,y,ACK AND KING SC INDICATES ONE STRAP I HEADER STUD CONNECTOR DD SW-1 (INT. OR EXT. WALL) 3 2 s , H6-1/2 STUD QUANTITY. BETWEEN ANCHORS ANCH RING TEM O.C. SPACING• SEE ABOVE.t- HEADER TO H3 ® 16" O.C. TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY gpiL 15 A 3.2x6 SPF (2)HT520 1 SW-1 QT OR (2)QT /e"m OR (2)/i"0 HTT22 3 CS16 AS I INDICATES TWO STRAPS JACK STUD TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. SW-2 (INT. OR EXT. WALL) 6 4 2 SW-2 ' ( ) BETWEEN ANCHORS TOP PLATE FROM EA. OTHER, u1PLIFT SCHED. CONTINUE ON S1.2 SW-3 � EXT. WALL 1 1 O QT3 (2)/a"® HHDQit HHDQ71 OE ADDI NA TRAPPING A INT. BRG. WALL NON-SW N/A N/A N A SW-3 OT /2"0 HTT76 (2)CS16 �- CONVENTIONALLY STRAPED AREA. LOT 18-2 C CONNECTOR EE LOADING CHART NOTE: 1. SOLE PLATE ANCHORS SHALL BE /2"bx6" 19 (MIN. 3/x" EMBED, LSTA12 DETAIL ROIIUGH OPENING SEE ARCH. KING STUD TO THESE BEARING NODES CORRELATE WITH THE TRUSS M _ UPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE ' ' J) w/ 1. INSTALLS ARWALL ANCHORS EACH END OF SHEARWALL. HOW TO SELECT' UPL FT ANCHORING SYSTEM: OUR ENGINEERING ALLOWS THE FLEXIBILITY FOUNDATION. PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D...., STUD W AND MAY BE INCREASED r0 CORRESPOND WITH 1,/2.0x Y'" PLATE WASHERS; DRILLED & EPDXIED OR Y2"0 SIMPSC% HD w/ 6" X SF 6" gnylD WALL SIZE SELECTED. EMBED. 2 SEE TYPIC SHEARWALL ELEVATIONS ON 7/52.1. FULL HT ANCNIIOR OF INSTALLING ANY OF THRELE (3) UPLIFT AN ORING SYSTEMS. THE CONTRACTOR MAY CHOOSE TO INSTALL EITHER QUICK TIETIE. CONNECTOR CC FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE - [� THREADED RODS OR C N N '.I NA RAPPIN FURTHER, CONVENTIONAL STRAPPING MAY BE USED IN CONJUNCTION WITH 1st LVL WALL TRUSS ENGINEERING HAVE BEEN DISREGARDED. 2. ,AI_L MULTI-PLY TRUSSES AND BEAMS, PROVIDE A J STUD TO Slll BUILLT UP POST COMPOSED OF MULTIPLE WALL STUDS �• IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE THE OTHER SYSTEMS, WHERE A FULL HEIGHT NCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER PLATE ANCHORS AT 24" O.C. AS MANUFACTURED BY SIMPS;ON. USP OR QUI K TIE; SEE APPROVED CONNECTOR SCHEDULE ON 50.0. SEE -4 S2 Q FOR SILL ATTACHMENT, EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (LION) SHEET E 9'��� R q o Lou Pont Ch rti',� 1EACH Associal ! 496 Osce( JUL 102008 lax. Beach,F 2X6 0 12" O.C. Ph.242-0908 FL G s BY: ----- CONTACT'IS WITH x _ --------------- con4n,Errrs - 0. Ln O O �.;�UL'o- = l / SEE 14A .1 J � _ ', FOR CONN I • f . P • !38 \ q�p �//H��' FARE LL HEADERS I - SIGNATURE E A v p O - - - U - - - H6; U.O.w. AND RAI- l 12"0 STONE COLUMNS, HALF HEIGHT. TYP, REVISI " 0 2x6 0 12" O.C. 1 0 l 2 LOCATIONS 0 ADCOLU D SMON _ 1 N I r. l SEE 11/S1.1 © TYPICAL PORCH FRAMING NOTES O H12 H12 H1� H12 (BY OTHERS) BEAM TO POST xl � I (2)MSTA24 w/9-10d EACH END 7p::rLr I BEAM TO WALL FRAMING -- - - � IJ SEE 14A/S2.1, SEE DETAIL 14/S2.1 FOR CONNECTION FOR CONN. UPPER POST TO LOWER POST (Mule-c_TORY) � \ OI SELE 14 / 1, F (2 2x10 (2)CS16 w/9-8d TO EACH END ���T FOR C N. SES 1 A/52.11 CONTRACTOR SHA PONTIGO a Also POST TO SLAB MAKING ANY STF 'I BM-23 ,_JT0° . FROM THE w7�ENT F0 � �°'° _ _ _ -_•° � ABU44/66 w/6-16d EA. END �R N HTT16 w/1-}/a" ROD TO FTG. FIELD AL"�`ION rERN47`10G• it � BF7NG APPROVED F xl 2 2X12 X12 ADDITIONAL LES 22 2 22X12 22 LJ' ADDffIDNAL Ef. � I i 0 ALL EXTERIOR WALLS AT THIS LEVEL ARE CONSTRUCTED MULTY-PLY BEAM OF 2x6 ® 16" O.C. WALL SEE PLAN. 12"0 STONE COLUMNS, ' FRAMING.(U.O.N.). THIS WALL ( ) FULL HEIGHT. TYP FRAMING COMPLIES WITH THE (2) �IMPSON HTS2O, 5 LOCATIONS. FNSTEN I O L/240 DEFLECTION CRITERIA ONE EACH SIDE OF FOR BRITTLE FINISHES. HEADEFR FASTEN PER 3 ® � } SCHEDULE. (TYPICAL) o EPDXIED 4" MIN INTO A BM-23 Q DOUBLE TOP PLATE. CN cv p I COL & 3x34" WA!8HER g f "�' ''1'¢ - - - - z amz I SEE 11/S1.1 & 91,/S1.1 = ALL INTERIOR & EXTERIOR ROOF LL BEARING WALLS SHALL BE ANCHORED w " I (BY OTHERS) i PER UPLIFT SCHEDULE 'A' UNLESS oTRUSS D65 - ---I B _ - x 12"0 STONE COLUMNS, T ' - 5 _ - - - - �• IN FULL HEIGHT. TYP, OTHERWISE NOTED ON PLAN. L 2 LOCATIONS. FASTEN PM k BEAM TO COLUMN w/ 128 "^ " " 2.1 HEADER, SEE PLAN I u. ur .. N, Yi' TH ER 1. 52.1 1 EPOYD 4' MIN INTO I '� Ae' ' �?f' C I UPLIFT ..a °. & 3x3x ", WASHER i E 11,tS1.1 & 9/S1.1 I 6 CONtqtMION © LVL (B) OTHERS) © s I i S1.2 MAX U-8860 Li L------- ---__-- 12A _-----_----III 52.11 Lu ORCH FRAMING, SEE PLAN ATER PROOFING, SEE ARCH SECOND FLOOR FRAMING PLAN � SCALE: 3/16" = 70 STONE COLUMN 1. SEE 4/S1.1 FOR HIEADER SCHEDULE INFORMATION. FLOOR DECK Uj w U SEE 11/S1.1 z 12. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT N IAN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE: SUPPORTED BY A MINIMUM POST OF SL PE' FLOOR DECK (3)2x SPF#2 TO MATIICH WALL DEPTH (U.O.N. ON PLAN QR IN HEADER SCHEDULE). FASTEN BEAM TO 1 1 1 IPOST WITH (2)HTS20i. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED CONT. 2x RIM BOARD U IF THE BEAM PASSE% BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" FLOOR TRUSS OR JOIST (TYPICAL) iOF THE SUPPORT P01ST. FULL DEPTH BLOCKING O 13. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. DOUBLE TOPJ HEADER ABOVE BEAM 6 14. LOAD BEARING CQIRNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN S/S2.1. PLATE.. OR BEA 2x12 SYP#2 LEDGER CONT. yy/ SIMPSON H3 CLIP HEADER 7-12d COMMON WIRE tNAILS AT EA RAFTER OR BEAM 16" O.C. AND (3) SDS Y4"Xhg" STONE COLUMN l WOOD SCREWS ROWS 0 32"O..�c, N COUPLER SEE 11/S1 .1 t SIMPSON LUS210 JOIST HAN(�ER Yz" THREADED EPDXIED SHEET w/ 8-10d TO HEADER AND 6-110d 4" MIN. NITO TOP & 1 SO.O TRUSS PLAT TO JOINT. BOT. COLUMN. (566 SUPPORT AND UPLIFT SCHED. s1.o FOUNDAT OF Bim. MEMBER NODE SUPPORT UPLIFT CONNECTION 9 SECTION S1.1 FIRST FLOGl SHEAR PLAT gM= D FU 15 B HEADER SEE 8/S1.2 51.2 51.2 ANDGSHEAR gM�16I, A 2.2x6 SPF (1)MTS12 OR (2)HA4 S2.0 GENERAL SI gM=17 A 3.2x6 SPF (2)MTS12 O4 FRAMED WALL HEADER SCHEDULE © SH RWALL SHEATHING NAILING FRAMING LEGEND S2.1 STD. FRAMII 1 UPLIFT ANCHORING SYSTEM DETAILS AND HEDULES (TYPICAL TRUSS CONNECTORS BM-18 A 2.2x6 SPF (1)MTS12 OR (2)HA4 UPLIFT FULL HEIGHT ANCHOIR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT BM=19' A HEADER (1)MTS12 OR (2)HA4 SYMBOL JACK (U.O.N) KING U.O.N) IELD SW-2: USE W-1 NNAILNG,^SHEATH STUDSBOTH SIDES SCHEDULE 1 H2.5 < 600 BM 19 B 3.2x6 SPF (2)HTS20+(2)MTS12• H8 (2)2x6 4'-4' 1 INTERIOR LOAD g1EARINC WALL TYPE QUICK-TIE THRIEADED D CDN ECTOR 6A CONNECTOR Ea CONNECTOR CONNECTOR 02 CONNECTOR EE NNECTOR EE CONVENTIONAL STRAPPING DETAIL ( 1 SW-3: Sd MMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) MSTA24 < 6' LTT208 < 6' CS20 < 6' (1)H8 (1)HA4 < 620 BM=21 A 3.2x6 SPF (2)MT512 HE (2)2xfl s'-a" 1 2 1. PROVIDE w/ BLOCKING AT ALL PANEL EDGES. �J' GABLE X-BRACE, SEE 2/SD.O EXT. 8'-0" O.C. &'-8" O.0 CONNECTOR FF LS 12 O 32' CS2D O 32' SP1 O i6" 0 -STORY MULTI-STORY DBL. TOP PLATE ( ) ( ) 3 UPLIFT SCHEDULLE DESIGNATION, A .. 6" D.C. 2)MSTA24 < 12' HTT16 < 12' )C520 < 1Y .� 2nd LVL KING STUDS (1)MTS12 (2)HA4 < 945 BM=22 A 3.2x4 SPF (1)HTS16 OR 2 HA4 Ht0 2 2x10 8'-4' 1 SEE UPLIFT ANCHORING SCHEDULE INT. 8'-0" O.C. V- 2. PROVIDE STU CONFIGURATION PER 8/S2.1 AT EACH END OF SHEARWALL. UPLIFT DO HESEDRAWINGDI MSTA24 < 4' LTT208 < 4' CS20 < 4' TO 1st LVL FRAMING. HEADER -22 B 2.2x6 SYP (2)MTS12 H12 (2)2212 10'-a" 2 THESE DRAWINGS EXT. 5'-6" O.C. ®'-B. 0• ROOF TfRUSS (1)HTS16 (2)HA4 < 1255 BM- 3 KING d( JACKS DS AT HEADERS MAY SERVE AS END POSTS FOR SW. SCHED. 'A' THIS SHEET. UNCLEAR RE LS 12 O 16" CS20 O 32" SP1 O 16" 'B' 2 MSTA24 < 9' HTT16 < 9' 2)CS20 < 6' QEL INT. '•6'-6" O.C. �'-0" 0. ( ) w/ UPALIFT CONNECTOR BB 2)MT'S12 (2)MTS12 < 1890 BM=22- C 4.2x6 $YP (4)HTS20 H9.2S (2)9.23" LVL PER PLAN 2 } MSTA24 < 3' LTT20B < 3' CS20 < 3' CONNECTOR POST ( 3. FASTEN ALL TERIOR SW TO ROOF OR FLOOR TRUSSES PER 3/52.1 SHEARWALL SSEE 5/§2.17. IF A�HI'�'I'�AL EXT. 4'-0' O.C. ffi-a" O• ® 16" CS20 O 16" LTT208 O 32" CONTACT' C INT. •4'-6" O.C. 4'-0" O• (2)MSTA24 < V HTT16 < 6' 2)CS20 < 6' STUDS TO tst (2)HTS16 (2)HTS16 < 2510• BM=231 A,8 2.2x6 SPF (2)MTS12 H11.8fl (2)11.88" LK PER PLAN 2 } SW- A' CONNECTION. §21 FOR THE TRUSS M29 B 3.2x6 SPF SEE 9A/52.1 H14. . 4. AT WALLS W1 STUCCO FINISH, PANELS SHALL BE ORIENTED LONG DIRECTION EXT. S-0" O.C. 4'-6" D• MST < 3' LTT208 < Y CS16 < 3' PROVIDE SOLID FLIR-'WALL, STUDS (2)HTS20+ (2)HTS24+ TRU' (2)14' LVL PER PIAN 3 3• PERPENDICULAR 0 WALL STUDS. ® PLAN H6+ 2.5T O 16' CS16 O 16" LTT20B O 16" ORAMNG (2)MTSi2 < 4400"• BUILT-UP POST IMI THE WALL D' T2-)MSTA24 < 6' HTT16 < 6' 2 16 < 6' BLOCUNG BETWEEN CONNECTOR 2 MTS72 TRLl SS M29 C HEADER SEE SCHED. ® LEFT H76• (2)t8' LVL PER PLAN 3• INT. •3'-6" O.C. 4"-O" D.C. ( FLOORS. ( ) } A ALL ARE SW-3, UON. ^ DIXIE • PROVIDE QT OR F/='4 ROD ADI. TO CONNECTORS TRLWSS '.A47 B 3.2x4 SPF SEE SCHED. ® LEFT • SEE 10 S2.1 FOR GARAGE JACK AND KING REQUIREMENTS. �7F/ KEYED PLAN N01?IE DESIGN/DKA\ ROOF TRUSS, SEE PLAN AND 1 6 , "' •• PROVIDE (2)/z 0 OR /•*0 ROD OR (2)QT OR p13 TRUISS D65 B HEADER SEE SCHED. ® LEFT A08 A( UPLIFT SCHEDULE AT RIGHT. ADJ. TO CONNECTORS. 5 SOLE PLATE ANCHORS O7 EARWALL END ANCHORING NODE OF BEARINIG FRAMING PROVIDE 18" I CS20 5-10d TO TRU155 ,070 A 2.2x6 SYP SEE SCHED. ® LEFT OA MEMBER, SEE LOAD SUPPORT DA STRAPS APPROX. EQ. TOP PLATE pgL TOP TE bLt2ML TRUSS CONNECTIONS SHOWN ON PLAN SHALL TR S ',D70 B 3.2x4 SPF SEE SCHED. 0 LEFT WALL TYPE$ QTY. OF ANCHORS BETWEEN FULL H. , ANCHORS DLII -TIE THREADED ROD CONVENTIONALLY STRAPPED UPLIFT SCHEDUL9 05.0 SPACED BETWEEN SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SPACING >96" >48" do <96" SP " SYMBOL ADJACENT ANCHORS. HEAD5-10d MER STUD W S1UD HEADIER, S E PLAN. SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRU§S IH76 B 2.2x4 PF SEE SCHED. O LEFT SW-1 (INT. OR EXT. WALL) 3 2 GNG <48 ALL LS 'ALL LEVELS IST LEVEL UPPER LEVEL L H6-1/2 STUDHEADQUANTITY. � AND KING ASso N • INDICATES ONE STRAP TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY 1 SW-1 pT R (2)QT /x"O OR (2)/t"O HTT22 BETWEEN ANCHORS ANCH RING TEM O.C. SPACING, SEE ABOVE. HEA TO H3 O 16" O.C. TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. SW-2 (INT. T. EXT. WALL) 1 a 2 SW-2 OT3 (2)'/e"O HHDQit HHDQ11 JOB •• INDICATES TWO STRAPS JAC STUD TOP PLATE FROM EA. OTHER. SW-3 EXT. WALL 1 1 O INT. BRG. WALL NON-SW N/A N/A SW-3 OT /z"O HTT16 LOT 18-2 Oi BETWEEN ANCHORS AD (- O A STRAPPING AT N A (2)CS16 CONVENTIONALLI� STRAFED AREA. N R BEARING WALL LSTA72 DETAIL CONNECTOR EE U)ADING CHART NOTE: 1 UPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE 1, SOLE PLATE ANCHORS SHALL BE t/s"*XB" Ig (MIN. 3Yi' EMBED.] w/ 1. INSTALL SI ARWALL ANCHORS EACH END OF SHEARWALL. ROUGH OPENING SEE ARCH. KING STUD TO THESE BEARING NODES CORRELATE WITH THE TRUSS MII, PUM AND MAY BE INCREASED TO CORRESPOND WITH t , t ` ' SH 1/="Oz/•" PLATE WASHERS; DRILLED d! EPDXIED OR /x"O SIMPSON HD w/ 6' X FULL HT ANCHOR FOUNDATION. PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D...., Sip WALL SIZE SELECTED. EMBED. 2 SEE TYPIC SHEARWALL ELEVATIONS ON 7/52.1. HOW TO SELECT UPLI A CHOKING SYSTEM: OUR ENGINEERING ALLOWS THE FLEXIBILITY 6^ FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE I OF INSTALLING ANY OF THRELE (3) UP IFT AN ORING SYSTEMS. THE CONTRACTOR MAY CHOOSE TO INSTALL EITHER QUICKIE, CONNECTOR cc TRUSS ENGINEERING HAVE BEEN DISREGARDED. ALL 'MULTI-PLY TRUSSES AND BEAMS, PROVIDE A S1 THREADED RODS OR N N I NA RAPPIN FURTHER, CONVENTIONAL STRAPPING MAY BE USED IN CONJUNCTION WITH 1st LVL WALL 2 ,A 2 IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE: PLATE THE OTHER SYSTEMS, WHERE A FULL EIGHT NCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER STUD TO SILL BUILLT-UP POST COMPOSED OF MULTIPLE WALL STUD$ ANCHORS AT 24" O.C. AS MANUFACTURED BY SIMPSAN, USP OR GUI TIE; SEE APPROVED CONNECTOR SCHEDULE ON SO.O. SEE 4/52.0- FOR SILL ATTACHMENT. PLATE EpUTAL TO THE NUMBER Of TRUSS OR BEAM PLYS. (LION) d SHEET I � o OCEAN GROVE DRIVE 0 (60' IMPROVED PUBLIC RAW) 1 , J o 2�Q U V1 P `C� N Op n ro w 1111111 vttW Or? 111111 . V o o tyo 2 EDGE OF ASPHALT Rau I Y Q S O ` 1� n m IN, :4N 1 ��I I I j PLAT) z °:' m 1 BEARING BASE PEfR �^ - " W o » > g z FIND 4 LP.g03 46'42' E 70 74 �v» � p • Rr0 r ZZ UFWZs mK NO CAP w .a <$ a.a. O A2 Ott p i o Vria in ¢ 'F=om I 1 I WY Y.• W W.1 VIm< J a' 0.4 n 0 Q iJ ? � o- Wn N m a cYiO N awOJoJn I W YR. F. m IV Ij ZO N J \ UIR�'. O F I i O o m m0 _ !� i20 BRL. " �Qia a � -•- ,.t 1 7 Ll 3 .,- .� �._ `� �4.0�4. Ld f by n 24.2' 13.5 '= z I t B� f .3 I 2.4 "a O W w z UX W [I N owW UJ YO w w V = Z i '�OO j W n [� m I ^I �C O N °' 2 0 t� " W N F _ a iV ' , _ W I Y [[ U Q ._. I _ ul W 3 N O 2 �. Oz `�` _x I` V -7• G w " Y 1 : lel m Y VN yV dwomx W01 W w - yy,,f�.l1ppoR F 18.2' -o n 3 �W�awF �Z WO rcR, ...�� W O M z 15.OV to rcf � 2W m j 0. x- oo I a< z _0 0 I ^ r arl i " oa r <w W U IF-owomw ouD Z� N � b VNW ri � O Q I ;� 9.9, [ - lL� 3� W m �r��� W o� t o33 _ `4 W a W c , 11 I 2 o a J W o m �d q W T a "n ^ N 'J wWOrt•- F �' _� VI� < own O [ A PN N o ��zo�� �.y � Z ppm r"A'� i aw^ 8: ¢w [ yYoV W 0XKWn ~ z Or OV {x��< F �I la I II I � n rQ'. ao mo WiG 1 oo >� ��Fm'OO zn ¢ a�w IF,lawxzw Nowu�o� 1 ^I h O a �� �. 2 �F Vr-Fm DOJO wK � < z� r �1 it O a ( 2 r oLI W Om Y II r -1 Q O x 0 In VI WoQ R ss 17.6 [ v J Q ✓ W V , r O O O t N x NZC I III I I �}1 N 1 AI L, aw,n z V) COVERED N x � N ry rl P I t " ^ �•ly ¢ O J n �np� �()n � TILE Y Ix/IZ Na: I xz W�4tO �II O� t� I J} 1� m 0� W 12.3' 00 Q �.-• Z�-O z P �OKn W O W W R "L� [J <'� U vW 7Z0 W <KR_V W / LYl T. aT� = W 0 r' m OVIaIW �R w by y�S Wa / � rSWO iO NI 'I al ii• S Q ^4 p W M � a2' �III 'r ju�_i YW,. � m o air xS i r.w 1� - i v+a coi<o z R } d 6 Iy 1 "V I Q Q of Ln 00 ti o O r L , 1 446 «.-. _.1 ,cm 'ti .., oo�a ~z0 $ = a I t J w a E v ui O < a o Q BMJ Y {!� SiW W O W J � 111 '�1 Ro O03 ' a e o W 4nn on t�'7 � z `/ l W z. inoyil us Z o ¢ W w v wnM I I Oa:U x V V - +'ie Z'oU a y aRW U• R O _ aY1m OIOOv�n nN 4Wm C ` JW WO_V¢U¢¢W ¢W R' o _ .. I U ue OJJO I I I W a /`fir' ¢ u �V"1Wn hl t.1 LLI - O 2_ 01'. X• O• W W O V Y Z� \ W V? m Q ZZVIO N Y i OW O WWGW LLU• ¢2 <01 I ), ..,� a _ `x.a al b OOfaN nvvl 000 mRr ZZ O'S ¢x '~U' 3 ; 42�ry LOQ -- w 10 OO'Z nn 62 0 3~2 _ZZ�_3_S' W WO I _ Cp nn I- b ¢�-¢ fii� m " t I z m0 07 . n o 130 I iso �mwax Wo 0.6' O O 2.20H " ONN Vl ..nn r 4 I 636&R9 m�7 �sa III f f 1 1 /1 X Y I l b I O H Z Y Y !Y Y 11 A . . Y 11 Y Y Y Y Y Y Y p V1 77.01 �OOn���� 3;0 Q — — — — — •46'4}2"W 0 Q _ ��� � aa ' _ a NO3 i misN 0I_ ww LLu d da: O CENTERLINE OF EASEMENT n n n n O 3 3 W IS z �ow0 "-N OF L 0 T S 1 3aOc03vai3¢a Wzo� p { ! g r ax rr max Y Lq oNJN0zF zF =xRNZ QrcsZwWr' mww33'� oz VC .� L o¢oo & oz Y =I �g i, 2FW 5 Uiz &I O\ 0 R ,X, Q YY % p YYY YYYYYY` wwww owl z YYY $ 0 W 0000000 ¢2 nO 0 I 14 I1 v : 4F- J4 xx JJ r•-�-0 m IL JILL SCOPEF O WORK: ��' � � B/�/ �1 \\/ BOUNDARY SCREEN ENCUosuK W/ STRUCTURAL ELEMENTS ///��SJJJ G ((// �[ �f 1 \\U'/ AR & TREE L 0 CA TI N\ SURVEY SQUARE FOOTAGE CALCULATIONS: L O T 18 AS S 0 --- ° O 1� CONDITIONED SPACE �� FIRST FL OCEAN /y �j Oat CONDITIONED SPACE SECOND F100R 2.'120 SF GROVE 2.600 SF UNIT 1 O . 2 TOTAL CONDITIONED SPACE 4,720 SF OUTDOOR LIVING / SUMMER KITCHEN AS RECORDED IN PLAT 500k\" - ENTRY SEQUENCE Sao ¢. 2 , PAUc O THE CURREI\%% P c �� ��'n nI� l U -'- r GABA `✓, D� l�f'� '✓(�/a� � r /- L�,. LANA' - AI4 Sr I [� 'moi . -. . — P l t ; l t r ,_ . 2nd LYt_ BAL�ONI F '._�U L_AI�U` BOUT �Ap' CONST! V UC TIO1.,r.; - 2nd !VL COV, PORCH /DECK .96zE MASTER BALCONY 500 SF 74 8E TOTAL UNDER ROOF 7,075 SF SITE COVERAGE CALCULATIONS: GROSS LOT AREA 9,234 SF BUILDING FOOTPRINT (INCLUDES PATIO'S AND SERV . CE COURTS AND FUTURE POOL EQUIPMENT LOC.) OCJ 4.00_O ASF AND FRONT WALK 654 SF x .50 (REDUCTION FOR PAyERi) _ .577 SF NET LOT COVERAGE 4,327 SF I I TOTAL LOT COVERAGE II 0 T 9 L ' 4s.s� I I I ' I1 STRUCTURE >< 1 HEIGHT & NO. OF STORIES: HEIGHT OF STRUCTURE NUMBER OF STORIES I 1 2 x I i 5 0 0 T P OCCUPANCY: 0 „ I zm m n - 1.4 NCY: NO CAP I.P. " N 8`E °13' 18" E 12 5 . l! O —� R-3 (SINGLE FAMILY RESIDENTIAL) S30'45'40"E A x (12.2) z o --�---•--ter _ _ I - 0.29'—, - - — 6' OD FENCEB, — L. �� _ , I>N: TYPE OF CONSTRUCTION: - 1.0 0 (10.4) Lo u ! _-- 5. _ _=:may■ — — �-u _ rYPE V—E3 (UNPROTECTED, UNSPRINKLERED) .7" BAY I MAG CLUSTER Til ill „ O I " 6 6 I U) JI C1 - - ,Alp AY oS' AT DRE V T I CD zi M i . I Z m i II ,I i I om .. o z i --f - � _ SHEET LEGEND rzi 2" PALM I Q —{� ° 1 1 I �� T S ARCHIT 9'T RA ! �,! (VACANT) I C ZJ Al SITE PLAN rnrn -1--- N � I V D A2 FLOOR PLAN, FOUNDATION, ELEVATION LIDS D TER— -- — — I I I _. co - 1 „ I _ _ 1 I — I SAL rTl Lam- rl 13 LOr- FiI D I �I PAVER) AT tuli I iI I I I DRIVEt1uAY I11 LO � B • _ — --=-- - I . _ 0CA -�- TION OF NEW WORK I I AY (13.2) B LP. 14', 10", 10" LO CLUSTER — F��D Y2 ' ------------__ ��.B. 1048 - g" LO " 9" LO bROJECT LOCATION MAP: I 1 o.$) -- ------- Too 125 - 16' � � !r 9" LO _._.._-_— - -— LO (INDICATES PROJECT LOCATION S 83 21 It LO ----- FND Y2' LP, o I NO CAP 1� RESERVED FOR FUTURE USE�—_ - S45'45'12"E o -_ -- 0.36' -------- - - 7TH STREE --- (40' PUBLIC R /W) 3 k Ail z I A y BENCHMARK USED { uu ' FLORIDA DEPARTMENT OF TRANSPORTATION NAIL & DISK AT INTERSECTION OF THE T EE LEGEND NORTHERLY RIHGT—OF— WAY LINE OF 16TH STREET AND EASTERLYk - LO — LIVE OAK f21 Nr_� .�� ..� ,e �. _ .. . - „ ELEVATION ) BA — BAY (10.70 �� �+ 3� Y � BENCHMARK � r, MA — MAGNOLIE = ... SET BENCHMARK: � ,�� _ � ,� ,- � �� xf � x PA M — PALM 60d NAIL IN WOOD POWER POLE BETWEEN 'ci 11 ` � LOTS 3 & 4, BLOCK; 8, OF OCEAN GROVE UNIT N0. 1 , ELEVATION: (11 .42) ELEVATIONS SHOWN (11 . 42) � h AND REFER TO NGVD OF 1929 rjc FL AN II t=t 101 � � 3 i r y z a , x s S ' :. f - -� F 2 t F It i e q{ l 'ra rduf c. ,. � r .. '.t ai »fit ,•, t?:a' i 'r',I d -15iRfL_ DETAILS PER SCREEN ENCLOSURE _ CHASE PER PIZZA MANUFACTURER (SCREEN NOT SHOWN \ s - _ MANUF. 5PEG- F O CLARITY) A � 1 210 /v/Spv I I _ 2 1 I LL i Ff ��/ 77 � I q Y 4 !Jn k 1 III }! ' ARCH (FV --- SHAPE; SIZE - AND DIM.) ' 7 I � I I Y � ' �. ! �I�� I j I I I 651V (/i r.oc. III. r LINE OF COL. �� I ui (OTHER SIDE I I I I I I F.V. TOP OF PIZZA O' OF UJALL) PER MANUR SP L G. i I I ! I I Z- DQE u` u2 �t`f _ tXP'lS�FF !X� ,4sX .af a s I I ` L L II ,, — ALUMINUM SCREEN EA. OPNGs PER SCREEN ENCLOSURE MANUFACTURER (SCREEN NOT SHOWN FOR CLARITY) II I II IIq SOFT I _ 1 I tE» "`':'.•� 1� l!'v c '}t`Yid ..l.. ,� DO du -KIM, G (� /� t +� s s t 1 , `s-�-� T✓ , FLA. LIC. NUMBER 49 I k� CA. # 26887 •(!. 1.I� t DO KIM 8. ASSOC_, LLC P.O. BOX 10039 ##, - - TAMPA, FL 33679 - -013) 874-5900 , IIS E , r if 3rY 3J P1 VIN ou — _ s)(7 G x 3 .a `o o X z i f I I E , �I LI b l G ## € . Ll\. Sd i � 'i' 1� � � III f [ail z 3 kI . ZX � 3113 3 zx3 zx2x3 2x 3 I li fo S b 7-X3 ZX3 3 { , I �. III P_ KIM, v I Do YEON K.M 1 497 # 3 b FLA. LIC_ NUMB ER I o S� CA. # 26887 - DO KIM & Assoc., LLC +' P.O. BOX '10039 s !. . . . TAMPA, FL 33679 ''.j too 4-5900 e (017 (393)87 € I I� I I ' I I s. I I , lariron, tiA,) C _ i I ` r. 3a I ,o b i x i to Zx �i k I „ a: $x �I I� Z ,r� ;I i ij Co�re�e C3as�.meBy ILI � k pkv 0 .0t) b u � I 1 i. 1 1 2 A i I 1 I e . L _o ca ct _ DO YEON KIM, EIll FLA. LIC. NUMBER 94 7 -�, CA. # 26887 , `t . 1LC DO KIM 8. ASSOC.,ASSOC. �I - - P.O. BOX 10039 . TAMPA, FL 33679 (813) 874-5900 ',.. Ir I i BFAM I =! I I I - 1.14"ANGLE 3• LONG EACH SIDE) H ( g W 3 12x3'"S.M.S EACH LEG. S.M.B. GENA � i I Y MA BE SLOPED OR FLAT) n I x DO KI SEE PIAN FOR SI L :.. 2 P RU ATT H a v ( SIZE) ' '"1 i 1. � U N AC ED TO 2x_ PURU I (SEE PLN COR SIZE) BEAMS WITH (2) $12 )S.M.S sw / &ASSOCIATES, ILLG INTO SCREW BOSSEB P I USE 10x1 ' S.M.S. 4' O 2 O.C. Illi a (1)I2$" LAG SCREW O 12'O.C.. TO CONNECT TO 1x2 O.B. TO 2x3. i ❑ N S U LTI,,y.�j' !. (1)WDWN 3"OF EDGER za. STRUCTURAL (TMPD I II UNDE' C) z• Laec ORo.e. (TYP.) .X"w ENGINEER UACH LEG (BEA) & BR S.M.S. 1x2 O.B. FASTENED .S COACH MO. t I py gFl FLAT EACH LEG (BEAR( R.BRAC� W/ (2) $t2x1$'S.M.S. (EACH END, TYP.), 3300 HendeFBOn Blvd.,Sl 106 Oc~R2'SLOPED NOTE: STUD h FOR BLOCK FRAMED HOUSES USE Tampa,FL 33fi09i $14x2$'CONCRETE SCREW OF BEAM (2 TOT EACH SID j12 2Xi'S.M.S. O O 18' D.C.. 1 WDWN 3" W000 FRAME WALL OF BEAU (24 TOTAL) yx• MIN., 3 $' MA)L C-C Tel:(813)8745900 7 i E4CH END) 2x BRACE (SEE PIAN) OF EDGES (TYPJ // SPACING OF FASTENERS TYP.) Fax:(813)8745959 11 �2,),J,$12x31' S.M.S COLUMN/POST) 30 MIN. BEAM EDGE Ej I "'xP. EACH END) DISTANCE RYPJ R¢vJData DBSCfiPLOD d Ilh 2x BRACE 0 2000 ISSUED '.. �. p TYPICAL SCREEN DEGE MAIN POST/COLUMN TO ROOF BEAM TO T CONNECTION DETAIL r STRUCTURE CONNECTION DETAILi I I� 1 r � a PLAN-TYPICAL ROOF BRACE TO BEAM CONNECTION zx_ vORUN 0 (MAY BE SLOPED OR FLAT) (SEE PIPN VOR SIZE) 2' MIN. CONCRETE COGS (4) $124'S.M.S., 2 SCREWS DISTANCE (TYPJ EACH LEO (1raJ BEAM TOP AND O 24' O.C. (TYP. TOP AND BOTTOM OF USE /12x175 S.M.S. O 24"O.C. — -- _ SMB - BEE TABLE FOR SAES) TO CONNECT TO 1x2 O.B. TO 2x3. + pl SEE PLAN FOR SIZE _ + b - (�N 1L EG(TIP.) ., z scREws 1x2 O.B. FASTENED TO CORNER 1 SECTION WDH $10x1$" S.M.S.O PURUN FASTENED TO COLUMN/POST 24'D.C. WBH (4) $12x1• S.M.B.(EACH LEG) '.., fiU u. Il. USING 0.090 MIN. TACK FIAT BAR r 2x__ PURLIN 1xlx%* x 2" LONG ANGLE. ( ) 2:2x1§'ANGLE 2"LONG (EACH SIDE) EACH SIDE (TYP.) TO FR 606}TB ALLOT BENT (SEE PLAN FOR SIZE) W/(2) $12A S.M.S. TO POST k (1) 3/8'4 H.D. GALV. EKP. BOLT W/ COLUMN/POST •- IIb 2 1/2• MIN.EMBEDMENT (4) li LONG S.M.S. UO p f INTO SCREW BOSSES (MIN.) O Z W LF to m Q In > � PURLIN TO ROOF BEAM CORNER POST/COLUMN SIDEWALL POST/COLUMN TO PURLIN CL O w c �` 1 �� CONNECTION DETAIL TO FOUNDATION CONNECTION DETAIL o v CONNECTION DETAIL ~ U (u m Z w c p I COr- Ii W d) o w _ -J v .)S ' U 0 Z (W *12"' S.H.S. DRAWN BY. JMS I i NG K! . TO WALL MEMBERS CHECKED BY. DYK ,,I 1 I III SII Ixt' 5 SCALE: A yy EACH 3 LONG SSHDW N 2� GIRT OHMR RAIL 15 t I.I µG(N$ EACH SIDE (TYP.) SEE ELEVf ON FOR SIZE 0.5* �` DATE: Blow ( ) i O O O O I ' x x 0.120 THICK ALUMINUM x 0.120 THICK I i IW B$• IcII i ALUMINUM FLAT ]TAR ALUMINUM FLAT BAR J\/ . I O i61 i! I N LONG O DO YEON KIM,P.E. '., I. N P) B.M.S. INTO SCREW BOSSES ] 1zx1"S.M.&. FLA REG.NUMBER 49 $ h 4(97 L 2 I 13CREW5 (TYP. ALTERNA '"� I r' III �i AEG H I P-) (2) 3/9'0 CONCRETE (D 3/8.6 CONCRETE III tl HOhLOW PST S.M.B. POST ANCHOR V/ 2}' MIN ANCHOR W/ 2}' MM DO M ASSOCIATE$,41C 1f IT EMBEDMENT (TYP.) z EMBEDMENT (TTP.) AA 26887 11111 a'f 330 H DERSON BLVTD., mpa,FL 33609 €1 (CABLE TIES LESS THAN 20 FEET) (CABLE TIES GREATER THAN 20 FEET) i13, t �} 1 I CHAIR RAIL/GIRT POST CABLE BRACE DETAIL I T CONNECTION DETAIL i l I Drawing No. -07113 ' SHEET 2OF5 i III 11 i� i I DO KIM I i { 6. ASS❑CIATI'E 5. LLC t( CONSULTING STRU CTkjRAL ERS ENGINE ' - i I it I 3300 Hentlersan BII Suite 706 It Tampa,FL 3j3609 Tel:(813)674t-5900 2x5 TRAC BEAM (ROOF BEAM SPAN) 2x7 TRAC BEAM (ROOF BEAM SPoAN) 2x8 TRAC BEAM CLEAR SPAN (FLAT ROOF) Fax:(813)3741.5956 Ix ]BEAM TO BEAM - BEAM TO BEAM BEAM TO BEAM RevJDale DBSCY ti00 110 mph 120 mph 130 mph 140 mph F23.86' 110 mph 120.mph 130 mph 140 mph 150 mph 110 mph 120 mph I30 mph 140 mph 150 mph Q 1111to ISSUED !_ I' . it 1 SPACING (ft) SPACING (ft) SPACING (ft) 2009 5' D.C. ) 25' > 25' > 25' > 25' S' D.C. 39.32' 39.32 36,03' 32.73' 29.45' S' ❑.C. 40,0' 40,0' 40,0' 40,0'. 36.0'. 0 It 6' D.C. > 25' > 25' > 25' 24.66' 6' D.C. 36.68' 36.68 32.73' 28.8' 24,99' 6' D.C. 40.0' 40.0' 40.0' 37.0' 35.0'7' D.C, > 25' > 25' 24.79' 23.86' T D.C. 34,05' 34.05 29.45' 24.98' 24.55' 7' D.C. 40.0' 40.0' 38.0' 35.5' 34.0' 8' D.C. > 25' > 25' 24.13' 23.06' 22' 8' ❑.C, 31,42' 31,42 26.16' 24.61' 24.11' 8' ❑.C. 40,0' 38,0' 36,0' 34,2' 32.0' j 2x5 TRA( BEAM (COLUMN HEIGHT) 2x7 TRA( BEAM (COLUMN HEIGHrT) 2x8 TRA( BEAM SPAN (MANSARD ROOF) I i . t-. a + -BEAM TO BEAM BEAM TO BEAM E 110 mph 120 mph 130 mph 140 mph 150 mph BEAM TaNG BEAM 110 mph 120.mph 130 mph. 140 mph 150 mph 110 mph 120 mph 130 mph 140 mph 150 mph >ggA SPACING Cft) SPACING (ft) SPACING (Ft) I [ i 5' D.C. 20.81' 19.47' 17.48' 15.47' 13.83' S' D.C. 23.54' 22.92' 21.98' 21.03' 20.09' S' D.C. 52.0' 52.0' 52.0' 52.0' 47.0' c � r 6' D.C. 19.07' 17.48' 15.07' 13.57' 12.78' 6' O.C. 22,72' 21,97' 20.84'' 19,71' 18.58' 6' D.C. 52.0' 52.0' 52.0' 50,0' 46.0' N III 7' D.C. 17.34' 15.48' 13.57' 12.65' 11.74' 7' D.C. 21,91' 21.03' 19.70' 18.39' 17.08' 7' D.C. 52,0' 52.0' 52.0' 47.5' 44.8' 8' ❑.C. 15.61' 13,83' 12,78' 11,73' 10,69' 8' D.C. 21,10' 20.09' 18.58' 17.08' 15.58' 8' D.C. 52,0' 50,0' 47.0' 45,0' 42,8' Z c 0 m 1� (C14 I W {p NJ U U d > LL =I O � Cal III i 2x8 TRA( SPAN (COLUMN HEIGHT) F- U to ca d m 11i BEAM TO BEAM 110 mph 120 mph 130 mph 140 mph 150 mph BEAM _ CLI _ N 9 O III iky Lu S SPACING Ott, _man Table Notes: o ,x o M . 0 a too Z 1 . Refer to Florida Product Approval #FL7350 & #FL9328 for project specific regwrementits 5 D.C. 32,5' 30,0' 28.9. 27.7 26.3 DRAM BY: uNs CHECKED BY: 4NK to be used by design professional. 6' D.C. 29.5' 21 27.6' 26.3' 25.0' '1 '.. SCALE: 9ss+owN h, 2. Tables developed from loads in FL9328 tables which are allowable working loads 7' D.C. 21 27,8' 26.7' 24,9 23,5' DATE �0BN7 and may be used without any additional reductions. Spans are based on ten feet. a' wall height. For each additional five feet increment above ten feet, reduce allowableD roof 8' D.C. 27,8' 26,5' 25.2' 23.4' 21.8' beam spans by 8%. Reduce spans by 10% for Exposure C. Spans with ">25"' shalll be Ci 25' for Exposure C. DoveoNKIM,P.E. 3. Maximum allowable deflections limits of L/80 shall be considered by design FLA.REG.NIJWAER 49497 professional. L/80 in HVHZ DO KI a sEETsocnATes.uc nate 7 fs; 330 H NDN BLVD., pn;l ampa. 09 I I � I Drawing No. =071113 SHEET aOFS �.. i + k I I i'i < I I I I- 3 , I I 3 MAP SHOWING SURVEY OF LOT 18, OCEAN GROPE UNIT No. 2 AS RECORDEQ IN PLAT BOOK 20, PAGE 20 II OF THE CURRf-NT PUBLIC 'RECORDS OF DUVAL COUNTY, FLORIDA. P , 1 I� I � II I I i ==102, SCALE: 4 Q z ; » _3 I SCALE: 1 - 20" I I I I ' l gl III , r a. p 1 I •` i sI I I L 0„T 19 i III', 81 FIELD) ON I E 124 1 2” IR UN D 86 O5 FO / 0 ( N � 0 CAP I N E o I ' I N 86° 13' 18 E 125.00 PIPE,. FOUMD 1/2" IRON NO CAPrn D ,.. I r N O N Z ,, I'; I ALUMINM 4 ,''�'�'`CCN�RETE I ED N• , SH �I I • O c , 46.0 ,P ,P o , I V o I I pl � 34.0' Z L4 STORY N m 35.5, O MASONRY 104 RESIDENCE . 1730 I 0 T 51 s I I 34. .. jos ' I o N I I Q' I --.4 CoNCRETE STOOP FnF p Ln v I I L4 LI I - g f J � � I I I � 1 _ IRON rn s FOUND 1 LB 1048 1 III, II I I 6' PIPE, I: » .1 3 I I E 125 _ --- I' 2. IR ' N 830 21 '�0 W 124.95' FIELD) FOUNDNp CAP (S 83'16'2_ _ - - W' PIPE, _ - S-VR 17th lYl OF WAY)) I I GHT „ i 5 0' R N S SH W O FL, WA I( A 40' RIGHT OF GROVE UNIT No. 1, LI BY OCEAN PAGE 82 PLAT BOOK 15, _ — — 3 I '@NOTES: 1. THIS A BOUNDARY SURVEY 2. BEARINGS ARE BASED ON THE 60UTH THIS SURVEY WAS MADE FOR THE BENEFIT LINE of LOT 18 BEING NORTH 030'46'42" OF ROBERT AND JENNIFER BARDEN; l wesr As PER PLAT. COMMONWEALTH LAND TITLE INSURANCE „ 3. NO BUILDING RESTRICTION LINE§ AS PER COMPANY; RICHARD G. HATHAWAY, P.A.; ' PLAT. ' I PONTE VEDRA TITLE, LLC 4. EASEMENT AS PER PLOT THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS 13 CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE II' MAP" PANEL NUMBER 1200-75 0001 D, REVISED APRIL 17, P FLORDIA 1989 FOR ATLANTIC BEACH, �,.� � V "NOT VALID WITHOUT THE SIGNATUiRE AND THE STEPHEN W. CREWS, P.S.M. ORIGINAL RAISED SEAL of A FLOMroA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 5916 SURVEYOR AND(-I MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 367a �I CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: PHC MAY 27, 2004 DRAWN BY: FILE: 2004-0624 15N0 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF? - ----- —J LI I' I SH u" WING BOUNDARY � �� LOCATION�� ���� � � R V Y OF SQUARE FOOTAGE CALCULATIONS: /TI �Y T �y ! CONDITIONED SPACE FIRSTSEGO FLOOR 2.120 SF 1 O N O �/ MA OF F/ CONDITONED SPACE SECOND FLOOR 2.600 SF OCEAN ��e �j 17�� lT SHO 1 \V ( " TOTAL CONDITIONED SPACE 4,720 SF 'lJ 1 JL 1 V GROVE��/ ��I �� o OUTDOOR LIVING / SUMMER KITCHEN 540 SF ENTRY SEQUENCE 155 SF GARAGES) 914 SF AS RECORDED IN PLAT 1300K 20 PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUiNTY, FLAT 2n pLVL BALCONY 74 SF 96 SF 2nd LVL COV. PORCH / DECK 500 SF MASTER BALCONY 74 SF CERTIFIED TO: OCEAN BOULEVARD CONSTRUCTION TOTAL UNDER ROOF 7,075 SF SITE COVERAGE CALCULATIONS: NEW �t GROSS LOT AREA 9,234 SF ' `�� `-'f A\✓ �Gr'yF 5 �L L BUILDING FOOTPRINT (INCLUDES PATIO'S AND SERVICE COURTS AND FUTURE POOL EQUIPMENT LOC.) 4.000 SF 8EELE 1F . 11.65 `� SEE DRIVEWAY AND FRONT WALK 654 SF x .50 (REDUCTION FOR PAVERS) = .32_7_,'2F_ E L E VAT II ON) NET LOT COVERAGE 4,327 SF I TOTAL LOT COVERAGE 46.9% 1 i o T 1 9 3 I I I L I STRUCTURE HEIGHT & NO. OF STORIES: I I i I HEIGHT OF STRUCTURE 28'—O" X NUMBER OF STORIES 2 1 � CL• � co Y o I lII n' -Z�—� OCCUPANCY: 5 Q •4 R-3 (SINGLE FAMILY RES IDENTIAL) oT 12 ,E . 00 FND I.P. 86 °13' 18" E (12.2) NO CAP 7" 0 5" LO Oo TYPE OF CONSTRUCTION: S30'45140"E �) 11Lp moTYPE V—B (UNPROTECTED, UNSPRINKLERED)NCE 0.Zg,_�_ 6, II CLUSTER ,1.0 (10.4) EL - RRY 6B� 00 �8„,6> , STER CI • 6MAG I 0 9 I 6„ : 7 LO D I VR5 A O F I o - - 1 p” J LO I m n I � D p z i SHEET LEGEND Z F - m z o � r-' .� ARCHITECTURAL (� i m 12 PALM L 0 T g O I N Al SITE PLAN ° N CTJ A2 1st LVL FLR PLAN I I O J (VACANT) � � �— � ,II I Q m r O A3 2nd & 3rd LVL FLR PLANS i _ T (7 A4 FRONT 8c LEFT ELEV. N I • 10I � _ I I A5 REAR Bk RIGHT ELEV. rrl LY cCh -PAERSAT _ m A6 ROOF de WALL SECTIONS D mOg , WALK A7 ELEVATOR DETAILS Bk SPECS. O i m — _ _ _ _ — i `� STRUCTURAL CCST FOUNDATION PLAN C 3 3 I ? I I 13” LO I t- - - I O S2 AT -------------- S3 • III �I IU)AY I S4 I i S5 -------------- B .R.L.' ---- I I oil" LO 15 ---------- - - .---- - - _ _ _ _-_- ----- V I • (13.2) 9" BAY /W LINE �FND i 1.P• 14 , 10", LO CLUSTER �� g LO L•B- 1048 PROJECT LOCATION MAP: „ 1O LQ INDICATES PROJECT LOCATION 215 . 16 •• •8„ LO % g" LO ----- - - - (�/ � �•�i 10.8 c Q °21 ' OQ W 0 -- OppLP. I 7 p CAP , E oo I� RESERVED FOR F�REE 7— S45' _ -- - -- TH ST REET (40' PUBLIC R/ w) CALCULATED AVERAr_zE 11.(0 ) 011 = �. agilo BENCHMARK USED: 44 _ FLORIDA DEPARTMENT OF TRANSPORTATION la NAIL & DISK AT INTERSECTION OF THE „lea NORTHERLY RIFiGT—OF—WAY LINE OF ` 16TH STREET AND EASTERLY RIGHT—OF—WAY LINE OF OCEAN BOULEVARD, , ELEVATION: 10.7005, . F TREE LEGEND BENCHMl�RK , SET BENCHMARK: g mc Am v 6 LO DENOTES INCH DIAMETER LIVE OAK 60d NAIL IN WOOD POWER POLE BETWEEN 6 BAY DENOTES 6 INCH DIAMETER BAY LOTS 3 & 4, BLOCK 8, OF OCEAN GROVE UNIT NO. 1 , ELEVATION: (11 . 42) w — - ` 6 " MAG - DENO ES 6 INCH DIAMETER MAGNOLIA - 6 " PALM - DENOTE :') 6 INCH DIAMETER PALM ELEVATIONS SHOWN THUS: (11 .42) Y \\ mss s x AND REFER TO NGVD OF 1929 ;\` SOMME\ x �C k. i TE 5I e /6 f" x , 10 rya 3 """c'&, c a f I I III 1 i �811�1�1i1 .'i.�a P In d A I tlltl R.�'�.liV it Iii . � - ♦ '.' I I ✓a � , r.; ,_ �w' hil 1, I it � i 9 ' s l { I I I ' Pool DecK--- � U sig I d 3 Q Z Tv) r m #312" o.c. Bars @ Pool Data �lth it Each Way j Hydro-Static Volume 6" Concrete Floor- --- Tum Over 3 S �� LU Release Valve ,I Longitudinal Section Pimp Et, 4b 1� N.T.S. N PooL DecK I Ill I' 3.5' Conc. Deck (2500 psi pea rock) �\ t with Kooldeck FinishIF 1 it II i #3 Bars 12° O.C. 8° L Q fE Each Way— �I Q r (o i t r I , { I` h I i r a I �i I a e— 6 X 6 Ceramic Til S� , d I I' I i 6 I I i , I I I€ 4 r c I, _ - 93 Steel bars �( jIF, HYdrc�Static = , I. �' 12"o.c. each way - Tamped-Tam ed Earth � (>4: Release Valve p V J r v I l Cross Section Pool Finished with N.T.S. exposed aggregate. u. _J � I � Wall Section IF 1 r iILrrc .1 J. .vk ,... i i I Simplified Total Dynamic Head Calculation �I Fountain Pump Determine Maximum System flow Rate: f �II I Y Swimming Pool Info: 34 1.5 to _J.5 to WA Volume: 370 gallons Jandy FroPro Series Pumps 666666 Total nynamir Head Max-Rated(FHPM) Po nds Par 54'.ara.!lnch (Surface Area (Shallow) (Deep) (Shalbwl (feet of wa(ar) (PSI) f I Volume: 0 gallons ' l Spa Info: WA 0 0 t ! Surface Area (Depth) 110 y fi--� , t } 370 Total volume i I ( 100 Preferred Turnover Time in Hours: 0.5 z 60 min.= 30 11 '� III I (Hours) (turnover time in minutes) tm an i� ! III _ m J J. Maxium Pool Flow Rate: 370 divided by 30 13 `9P 50 63 gprrP (gallms) (turnover time In mirntes) (flow rate poop (feature an.rate) Fo 1 I " I + } Spa Jets(#) NONE x 15 gpm per let - O flow rate I (,1 of jets) Oet flow) � l 11 I 1 1 I I t t , t 4 ! II �I f A&A Ouik Clean System NONE x 22 gpm per high flow head = 0 flow rate NONE x 9 gpm per low flow head = O flow rate w , t ll II E I� o r a.fjWN 4w vro ? =0 (i of heads) (head flow) 0 Total Floor Heads flow rate >n ! I I E Pm P i6 1 ,° I ' • l( 1. Maximum Pool System Flow Rate: 63 4. Highest required flow rate between"Maximum Pool Flow JI II 1 I I, Rate"and"Spa Jets"and"Ouick Fresh System" 20 1 t f PM BN h`ARWA ! s { 1 r 'NOTE: Minimum system flow based on minimum flow per skimmer of 35 gpm J { I; D C tE ZD 30 YD i3 fU 7J 60 4D 100 110 120 1111 14D 15.• 15C 1:0 180 M 20D 213 2'20 2' 2411; ,•} Determine Pipe Sizes: rt f 1. Ft.Rut.,Gaeaas Per Ms mte (GPM) 1 t i 1 1 +, I tI tl ' 1 Pool/Spa: Branch piping to be: �- inc:h to keep velocity @ 6 fps.Max.at: 88 gpm.Maximum System Flow Rath Trunk piping to be: 2 inch to keep velocity @ 8 fps.Max.at: 82 gpm.Maximum System Flow RatLe Flow Rath Return piping to be 2" inch to keep velocity @ 10 fps.Maz.at: 103 gpm.Maximum system o I i { t Total Head in Feet Conversion Chart r fill I , Determine Simplified TDH(POOL): Mercury ( g ) Indies Mercu Vacuum Gauge) l d Distance from center of pool to pump infeet = _ 65 0 2 4 6 8 10 12 14 16 18 jli' 0.10 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 Friction loss in suction pipe 2" 8 fps inch pipe per one foot® 82 gpm from pipe flow/irichon lass chart)= 1 Z3 6.6 6.8 9.1 11.6 13.6 15.9 18.1 20.4 22.T III N ( Friction loss in return pipe 2 @ 101ps inch pipe per one foot® 103 gpm(from pipe flow/friction loss chart)= 0.16 2 4.6 6.9 9.1 1.4 3.7 15.9 18.2 20.4 22.T 25.0 Flow<ntd Friction Loss Per foot 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Schedule AO PVC Pipe Length of suction pipe 65 x Ft.of head per one foot of pipe 0.10 = 6.50 TDH in piping' p 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 V910Cd Length of suction pipe 65 x Ft.of head per one foot of pipe 0.16 = 10.40 TDH in piping' 5 n.6 /3s 16.1 1ss zo6 22.9 251 27.e 2s6 31.9 Y.--Fed Per Second 6 13.9 16.1 18.4 20.6 22.9 25.2 27.6 29.7 319 34.2 Pipe Size 6 fps 6 fps 1U fps I i f TDH in piping 16.90 gpm gNSn Q23' 26 gpm 0.35' II � 7 it 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 1" i6 014 21 - Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 0.00 (from filter dada sheet) 8 ,ss 20.7 23.0 2s.a 27s 2s.9 32.o aa.3 36.6 3E.E 1.5" 37 gpm 0.08' S0Ig 0.14' 62 gpm 021` r 1 iii taSheel 9 20.8 23.1 25.3 276 29.8 32.1 34.4 36.6 38.9 61., 2" 62 gpm 0.05' 82 gift 0.10' 103 gpm 0.16' I f I j •1 ly. V 1 ; I Main Drain 2.10 2.10 1 Heater loss in TDH(from heater data sheet) 0.00 (from heater ) 1 23.1 25.4 27.6 29.9 32., 34.4 36.7 38.9 11.2 43A _ 25" 88 gpm 0 05 117 g O.U9' 146 gpm 013' i jj I III II. "Total all Other TOSS 8.40 11 25.8 27.T 29.9 32.2 34.5 36.7 39.0 11.2 43.5 45.8 31 136 004 161 0Ol' 227 0.10 Feature 6.30 6.30 1 _ gpm 12 277 30.0 32.2 34.5 36.8 39.0 61.3 63.5 65.8 48.1 4" 234 gpm 0.03 313 0.05' 392 gpm 0.67' Therapy Jet 0.00 30.30 0 _ Pool Total Dynamic Head(TDH) 25 N 13 30.0 32.3 36.6 36.8 39.1 41.3 43.6 45.9 68.1 SOA 1 s ! 3 14 32.3 34.6 369 39.1 41.6 63.6 d5.9 68.2 50.4 52.7 6" 534 gpm 0.02' 712 0.03' Floors stem 0.00 43.65 0 Fs ppp' l l Il -I kl I.� > y 1$ 34.7 36.9 39.2 41.4 437 46.0 . 48.2 50.5 523 55.0 16 37.0 39.2 41.5 43.7 d6.0 48.3 505 52.8 55.0 57.3 c '� I� 'Total 8.40 i { (' i 17 393 41.5 63.8 46.1 48.3 50.6 52.8 55.1 ST.4 59.6 Iii I ( I N N 6 0 16 N 6 63.8 46., 68.6 50.6 52.9 55.1 RA 59.T 61.9 � 19 43.9 46.2 48.4 50.7 529 SS.2 5T5 59.7 62.0 6l2 20 462 48.5 50.7 53.0 55.2 5T.5 59.8 620 64.3 66.5 4 h 0 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 .:. and FIDPrD FH PM 3/ - 55.3 57.6 59.9 62.1 64.6 66.6 68.9 7t.2 Pool Pum J t o p v D 2z s N 9�S - SERVICE j 70 Gallons Per Minute 25 Total Dynamic Head (TDH) a 23 53., s5A s77 ss.9 6zz 6.4 667 69.0 T,.2 73.5 POOLS SP I I 24 55.4 57.7 60.0 62.2 66 5 66.7 69.0 T13 73.5 75.8 i j f h r t i�• j ` 1 Pool Filter: None 25 57.8 60.0 62.3 6l5 66.8 69.1 71.3 73.6 T5.8 78.1 tl 1 ' I _26 601 62.3 646 66.8 69.1 71.4 73.6 T5.9 78.1 80.4 Heater: None 'II, I tI Paramount SDX High Flow z7 624 64.6 669 69.2 71.4 733 Ts9 Tsz SOs 82.7 Pool 26 647 66.9 692 7,.5 73.7 76.0 78.2 9U.5 92.9 95.° Ocean Blvd. CQAISt (DIXON5 J.D. i{ !. • - II s 1 29 67.0 69.3 71.5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 { ) �1 Main Drain: 3" °f Safety Drain 6 t 1 1 F •I I.. 1 30 69.3 71.6 73.8 76.1 78.3 806 82.9 85.1 8T.4 89.6 t i `pi Floor Installation @ 200 gpm max. flow 31 71.6 73.9 76.1 78.6 50.7 82.9 85.2 874 89.7 92.0 1730 Ocean Grovre Drive 32 73.9 76.2 78.4 807 83.0 85.2 87.5 89.7 92.0 94.3 _33 -762 78.5 80.8 93.0 95.3 67.5 99.9 92.1 94.3 96.6 Atlantic Beach 32233 34 78.5 80.0 831 85.3 87.6 898 92.1 94.6 96.6 98.9 I I{a I ¢ 35 80.9 83.1 85.4 87.6 89.9 922 94.4 96.7 98.8 101.2 4/6/2009 t yp qq{pp -Y.;�; it Simplified Total Dynamic Head Calculation Jandy' Cartridge Filter.C9 Series Pool/Spa Combo -Determine Maximum System flow Rate: ( t Feet of Jandy'Stealth Series High Head Pumps S ' 1 r Swimming Pool Info: 473 3 to 5.5 to WA Volume: 12490 gallons Head Full Rated(SHPFI and Max-Rated(SHPM) PSI j1 Surface Area (Shallow) (Dean) (Shallow) I`' j i 3 I Spa Info: 48 3 Volume: 660allons (it surface Area Depth) g Design Design Head J �� 13150 Total Volume - - ( Pressure r` preferred Turnover Loss I i s. I .. 2 Drop P Time in Hours 6 x 60 min. 360: = _ .�_ i _ _ � (tt head) I s I S. it h � II I' r (Hours) (turnover time inmmmes) Wlaxlum Pool Flow Rate: 13150 divided by 360 37 m 0 - gP i 'Id SH (gallons) (turnover (flewrate 1) 37 m �' C81S0 p poo) (feature flow rete CSi50 ! 2 � 1 C5200 il9 v° �' '1 ►" Spa Jets 1 8 x 13 gpm per jet = 104 flow rate An j (4 of jets) get flow) 1 - i %A&A Quik Clean System 3 x 22 I j Ys gpm per high Clow head = 66 flow rate a0.3 2. 5 PM 0 i u gpm per low flow head = 9 flow rate 120 31 p i t 1 x 9 0 6o- i �' tlIt ' il' { (e of neaesl (neaa flow a-7 H sH flow Rafe igPml I _ zF ) 75 Total Floor Heads flow rate 2,: Ep t i Maximum Pool System Flow Rate: 104 4- Highest required flow rate between"Maximum Pool Flow ie e AqCal uaHeatwave Heat For all 110,120.135, 155,1271.156 u ai IU € t I Rate"and"Spa Jets"and"Quick Clean System" -- - - pump 8.00 r ► t _ 0. C 13.80 I IAetermine Pipe Sizes: 50 b t5o a]e Zs t I PooVSoa: Branch piping to be: 3 Flow Rate GPM r � P P 9 inch to keep velocity® 6 fps.Max.at: 136 gpm.Maximum System Flow Rate (GPM) 1f P 1 y n- 4.00 Trunk piping to be: 2.5 inch to keep velocity @ 8 f s.Max.at: 117 it p p g P ty P gpm.Maximum System Flow Rate a 9.20 0 h 3 ►ll wl f; I - + III I 45 ' Return piping to be 2.5a inch to keep velocity @ 10 fps.Max.at: 146 gpm.Maximum System Flow Rate a 3.00 sso $ t I[ Pi - ' 4k I ,y , f� yl tl I I III kiy lm o 2.00 Oso {] Total Head in Feet Conversion Chart _ f I' a YI r 11 I �� ly iI I. ,i1 1.00 2.30 0. Inches Mercury (Vacuum Gauge) �1 9, DetermineSimplfiedTDH(POOL)• o.00 0 2 4 6 8 10 12 14 16 18 0.00 1;Y.� [Distance from center of ool to um in = 0 10 20 30 40 50l 60 70 80 'I I [I ifu P pump 4S_ 0 00 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 GPM 1 2.3 4.6 6.8 9.1 11.6 13.6 15.9 18.1 20.4 22.7 Neater Bypass Required I (Friction loss in suction pipe 2.5 8 fps loch pipe )_ ®• 2 4.6 6.9 sJ n.4 13.7 us 19.2 20.4 223 2i_0 P P P PNe Per one foot® 117 gpm from ibw/frktion loss chart - O9 (Friction loss in return pipe 2.5 10 fps inch pipe per one foot® 146 //�� 3 6.9 9.2 115 133 16.0 19.2 20.5 22.5 25.0 27.3 gpm(from pipe flow/friction loss chart)= cO.13 4 s.2 ns 13.8 16.0 15.3 20.5 22s 25.1 27.3 23.6 Roll Ffi Ction Lo$$Pet Fo Ot t tl1 i i ii-ength of suction pipe 45 x Ft.of head per one foot of pipe 0.09 = 4,05 TDH in piping 5 11.6 13.8 16.1 18.3 20.6 22.9 25.1 27.4 29.6 31.9 SCh8dUi8 40 PVC Pipe `S II (Length of suction pipe 45 x Ft.of head per one foot of pipe 0.13 = $,85 TDH in piping 6 13.9 16.1 i8A 20.6 22.3 2s2 2te 29.7 31.9 342 Is+ I, I,'I 1 �i� i 7 16.2 18A 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 Veli-Feet, rSecond TDH In piping 9.90 8 16.5 20.7 23.0 25.3 27.5 29.8 32.0 38.3 36.6 38.8 Poe Size 6 fps 8lpg 10 fps 9 20.8 23.1 25.3 27.6 29.8 32.1 34.4 36.6 38.9 41.1 1" 16 m 0.14' 21 m I !Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 4.50 (from filter data shoeat) 9P gli 023' 26 gpm 0.35 ! hdain Drain 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 1S' 37glim 0.08, 50gpm 0.14' 62gpm 021' i,3 i 2.10 2.10 1 Heater loss in TDH(from heater data sheet) 11.50 from heater data siheet ( ) 11 2s.a 27.7 231 3z.2 Sas 367 3s.o a1.z eas as.8 2" 62 gpn 0.10' 103 gpm 0.16' gpm 0.06' 82 1I'1eWrn9 3/4' 0.00 3.30 0 *Total all Other[OSS 29.82 12 27.7 30.0 32.2 3l5 36.8 39.0 U.3 13.5 45.8 a8.1 2.5' 88 QOS' 117 Will 9Pm 0.09' 146�m 013' 13 300 323 364 36.6 88.1 41.3 43-6 45.9 48.1 50.4 9p 0,07' 227 gpm Q10' i ft l i : t -Therapy Jet 27.72 27.72 1 (pool Total Dynamic Head(TDH) 56 J 14 32.3 38.6 36.9 39.1 4t.4 43.6 45.9 48.2 50.4 52.7 3' 138 0.04' 181 m w •[ .1 +u , a 4° 234 gpm 0.03' 313 grim 0.05' 392 m 0.0T h u �Y , I' ° II{ , b IPbor System 0.00 43.65 0 15 38.7 36.9 39.2 474 43.7 46.0 48.2 50.5 52.7 55.0 I r , l; i= 5' 534 gpm 0.62' 712 grw p i t I 16 37.0 392 11.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 29.62 L 17 39.3 41.5 43.8 46-1 48.3 50.6 52.8 55.1 57.4 59.6 I ,v S W 18 81.6 43.6 46-1 48.1 50.6 52.9 55.1 57.4 53.7 61.9 �' I. W 19 43-9 16-2 48.8 50.7 52.9 55.2 57.5 59-7 62.0 612 a20 46.2 48.5 5_7 53.0 552 57.5 53-8 62-0 64.3 665 21 48.5 50.8 53.0 5i3 57.6 59-8 62.1 64.3 66.6 68.9 if 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 , -{ I I' Pool Pump: Jandu Stealth SHPM 2 hp -2 sp d 23 53.1 55.1 57.7 59.9 62.2 64.4 66.7 fee 71.2 73.5 I 104 Gallons Per Minute 56 Total Dynamic Head (TDH) 2a 55.4 s1.7 60.0 622 64.5 66.7 69.0 7,.3 73.5 5.e '- 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 15.8 78.1 POOLS • SPAS $ I. ERVICE I Pool Filter: Jandu CS200 Cartridge 26 60.1 62.3 66.6 66.8 69.1 71.4 73.6 75.9 781 Fitt ! l I Heater: Heatwave H135 Heat Pump 27 62.4 64.6 66.9 692 714 733 75-9 782 80.5 82-7 28 64.7 669 69.2 715 73.1 76.0 78.2 80.5 82.8 85.0 Pool P'ararnount SDX Hluh Flow 29 67.0 69.3 71.5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 �• 9 I. r Main Drain: 3a.0,n. 3o 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.1 89.6 J.D. 1 Safety Drain Ocean Blvd. Cons ll p •! I Ir 'I q I ILII, 1 ! 31 71.6 73.9 MA 18.4 80.7 82.9 852 87A 89.7 92.0 (DIXON, Floor Installation ,� 32 7 I h ) , CS 20Q gpm max. flow 3.9 76.2 78A 80.7 83.0 85.2 51.5 89.7 92.0 91.3 1730 We 1 83Ocean Grove 6.2 78.5 .0 85.3 81.5 89.8 92.1 91-3 DIr•tVe 33 7 �I ) r [[' 34 78-5 80.8 83.1 85.9 87.6 89.8 1 92.1 1 Old 1 366-198-9 3$ 80.9 83.1 Bid 1 87.6 1 83.3 32.2 1 34.4 1 36.7 1 3FFT10121 Atlantic Beach _ 32233 Ft 4/6/2009 EWS & ASSOCIATES PROD NO. 0995-0007 ` SEASONAL HIGH GROUNDWATER LEVEL REPORT 1-11-2008 CONNECT ALL DRAIN GU1'{TER DOWNSPOUTS TO CATCH BASINS PRO=E 1/2 INCH MESMI SCREENING INSIDE CATCH BASIN TO PREVENT LEAF STORMWATER SH L. 3.5 FEET BELOW GROUND LEVEL ���� • CLATTER AND DEBRIS FROM ENTERING INTO DRAIN TANKS AVG. ELEV. OF SITE 11.0 - SHGL • 7.5 INSTALL "GUTTER HELMET" OR EQUAL ON TOP OF ALL GUTTERS TO PREVENT DEBRIS COORDINATE INSTALLATION WITH IRRIGATION AND LANDSCAPE CONTRACTORS } qTY�� ATLANTIC APPROVAL OVA wl FROM PUBLIC WORKSS DEPT 904-2475834 RICK CARPER WORK AS PROGRESS OCCURS PE �2 7 C R U M LE Y 2.65 x12.85 ZANDSCAJP$ ARCBTPICCT 12" CATCH BASIN NDS /1200 GRATE - GREEN � -AS.0 L 0 T 1 9 NOS #1212 0 T 5 0 L X2.3 A G R C BN CMU BLOCK WALL � y 8 42 WOOD FENCE 6 ADAPTER TO 12 SOCK PIPE 0 141 SF I �4 8 6 �� X12 z DEPTH VARIES 1318E 12 ,5. , wl X . 1h g 00 6 WOOD FENCE 0 0 0 0 0 0 0 0 ON 2.63 x12 79 O 0 0 O QX 3.4 11.8x 12. - 0 0 + x1 �o . TRASH �• � o o L 1362 s � BINS i o A ADAPTER TO 6" SOCKIPIPE 0 0 D 0 145SF OF 18017 OF 8 NDS #1266 2462 JETTY CT. SOLID BLDG FOOTPRINT SOLA) PAVERS (� At 0 PAVERS 3,765 SF 1 ATLANTIC 13CH. FL 32233 INCLIJIIES 0 _n n (904) 233-4455 z � cowINCLUDES WALKWAYS, PATIOS AND GARAGES 1. 1 CA D DRAIN GE DETAIL m `� NTS CA Z POOL CA 180LSF' DF -P D T D SOLID) PAVERS m z 's OF Q �� ................ +)' r 1 $ �� x12 9 y O _ M D O N Z FFE 14.0 t O 12.4 V) 12 39x 0 0 ,; IA 1962 _ y ------------------ 2.40 -O ELOEV AT 0000 m STONE OL STEP CO C #fZId1YDSC►4t�o`` 13.5 0 � PATH r C7 3' J • CJl X a 155SF OF 200SF OF ��i • SOLID PAVERS SOLID PAVERS J DRAIN \ 11 9 112D DISCHARGEO L6 VATER AT 10.0 y 2. STEP I Ii y SPA ti � E OF AHP kASIN AT a * FLOOR O A2.5 i a2 ..,. C A L C lam#L A T I OI V 5 ASIN 44 SLOE12.X w MM _ x AT 9.3 12.5 0 W X1 10.8 10.9 11.9 DRAINAGE BASIN A _ EXISTING W'ly R/W UNE , > » DRAIN 1 25 16 OUT GEN DN WOOD DECK W DISCHARGE FALL 3,765 SF TOP 627SF ELEV. G ~ 0 w S 8 3 1 0 0 AT 10.0 DRAIN AT 12.4 180SF 12.4 AVG M r BASIN AT 180SF 571 CF OF VOLUME C3 WALLS 47 WEST INV EL. AT 6.5 200SF MIDDLE 515SF ELEV. AT z u V AT 10.5 N WATER 155SF �.L� METER 145SF460 11.4 AVG 1­4VOLUMM E-4 33SF OF A .- VOLUME � Cz� Z 1"J 11 A7 4,658 SF WALLS 405SF ELEV, AT 11�'\'I� EDGE OF ASPHALT 11.31 CATCH B 1) �1 BASIN 10,4 AVG 2 10.45 10.6>s TOP: (11.23) 1.58 x11 VOLUME OF �4 .76 0 �y 10.21 STREET EIyINV.: E-� W 17TH S.IY INV,: (6.43) 12N' RCP FLOOR 115SF ELEV. AT � A X10.413 (50' IMPROVED PUBLIC R,�W) "11'30 (6.18) 12 RCP 9.4 AVG x10.36 1,291 CF OF X10. 5 TOTAL BASIN . . VOLUME A . 5-i'ORk WATER DRAINAGE SOCK PIPE BENCHMARK CATCH BASIN • PF E-C( NSTRUCTION LLD TOP: (11.19) 460LF OF 12' DIA SCKC( .2) (PERV. 7,184SF)[1,436.8] R(9.3)/12[0.775] = ' V(1,1 13.5CF) ' V(1,113.5CF) Ex. EL. x11.9 Ely INV.:(6.02) 12" RCP CP/LFPIP 368 CFO JOB"s 09®128 C( .0) (IMPERV. 2,050SF)[2,050] R(9.3)/12[0.775] V(1,588.8CF) N�y INV.:(6,13) 12" RCP 312.7 CF OF STORAGE DAMS-28-09 Y (5.95 DRAU1 CIRC W I INV.: C( .377 wtd. avg. of lot _ ) 12" RCP REQUIRED C( .377 A(LOT 9,311SF)[3,510.2] R(9.3)/12[0.775] = . V(2,720.4CF) CI4ICDsGRC 15SI,�Ds 6-15-2mfd9 PC ST- ONSTRUCTION REVISED: C( .2) (PERV. 4,653SF)[930.6] R(9.3)/12[0.775] V(721.2CF) C(' .0) (IMPERV. 4,658SF)[4,658] R(9.3)/12[0.775] = V(3,610CF) NORTH C( .6) td. avg. of lot C( .6) (LOT 9,311SF)[5,588.6] R(9.3)/12[0.775] = V(4,331 .1CF) 1DRA INAC.'sE FLAN5 SHEET NO . PO T-C NSTRUCTION DELTA V = 1,603.7CF READ. 1,659CF PROVIDED 1 ss = 1 O ' D _ 'Q 1,2 1CF RAINAGE BASIN PROVIDED 1 36 CF C DRAINAGE SOCK PIPE PROVIDED ©COPYNT ewe&W It EY MW OF -1 RKa _ Di01mNiR F may pe"aOLY mm NNI CO"Iftw AND 071em rmmmm RION1'O N TFRiE DRAWN40 '%W MAA MW*AND ORMOM AIR NOT TO At IMMWOUCED,CHANGED OR COP= IN AMY MR. OR H~WMT4=vN*§ffN=F MT OOTAHM TM M040"WRR'IEN MW"OION AND CO OW Q&W R CR&I" L • '���y°rE AIiCN17ECT= NOR OFIALL PLWO DE ANICJIRD TO ANY rAJlTY WI7NOLLT FNMT OOTAI�IW3 I.RIT7EN�•IMOION *41)CONOENT. i '! lI i i n 1014 it II1,610I V e 1 I ... .. . 1 "I li I I I I I 1#5 CONTINUOUS, PROVIDE LL w w w w w STEPPED FOOTING TYPICAL MALL FRAMING AND A CHORAGE CORNER BARS (TYPICAL) 0 0 0 0 SEE 11/S1.0 TYP. 1 CURB PER CONSTRUCTI IN SPECS. ECTIN fiF1i EBAR LL ILL. TOP OF WALL R TO SLAB N ON GR D SPACE ® 24" O.C., SEE BAR Lou P sates, 61 - - - - - - - - - - BENDING DETAIL Associates, --" Tap OF STEM WALL ELV = 0.0' 496Osceola A -� -- - -- -- -- _ .. ------ - - - - 1 - SLAB ON GRADE, " 4'-0" 4'- " -- - - - - -� - - lax. Beach Florid T - - - - - - - -- - - - - - - - - -- - - " �I I S1.0 SEE . . I SEE PLAN, eh.242_LC Fax r - FL cA a a3 `Vi I I J I SIMPSON PA51 STRAP 4 I _ -I `E T/SLAB I 48 ANCHOR EMBEDDED IN WALL Cts TITr ! ±O 0" ELEV. °' �IM I S1.0 FTG. EA. OF GARAGE WING 1 I WALL SEE 10/S2.1, TYP. B�1D BREAKER L �� iT 3 S1.0 SAWCUT, SEE BY OTHERS SEE DETAIL 9/S1,0 FOR _ I I DETAIL 7/S1.0. I ` TEMPORARY WALl. 1BRACING � U-16 A PON r -1 „ �L PLAN 1U 1 6 F2.5 _ 1 g �I FRA E SSED - - - - St.O wet t S1.0 I a 6 SEE ARCHITECTURAL PLANS o I I L CURB PIOOL Y F .5 3 FOR LOCATION OF SLIDING I I 4.0 #4x24'>x24" REBAR jOTHER NLY 3 51.0 S1.0 GLASS DOORS. 1 T/SLAB it 48 d WONNE I SCAB TOP, N F a 18" CMU STEM WALL SIGNATURE AND RAMS IN 51.0 T/SLAB F2.$ I F3.0 " vALD.OI 1 -0 ELEV. GRADE.. SPACE E 2 1 „ t0 -0 ELEV. " m _ 7 ( I S7.0 O.C., WITH #4 VERT. T 8" REVISIONS 11 -1 15 -4 - - - - - I I #5 DO,WE�L BAR @ ° CO.C., LS N GROUT FILLED 1 POOL STEM '3.0 ^ (' I I 8". ALIGN �Il TH VERT. \ 0 WALL 16 I ` , REINFO EMENT. 10 I �- - - - - - BAR BENDING 4" CONCRETE SLAB w 'col 51.0 T/SLAB I --- -----:------ - - - E, \ J , . 1 MBED 7" INTO F TING 51.0 I FIBERMESH E SL LBS/CU.YD. 3 'ol I -0'-6" ELEV. - - - - - � - --- S1 0 DETAIL ! � I OF CONCRETE OR 6x6 W1.4xW1.4 1.0 T/SLAB - CURB z_ WWF ON 6MIL VAPOR BARRIER 4" CONCRETE SLAB w/ i - 171 F�V Y 1 \ IN PREPARED GRADE. FIBERMESH E 1.5 LBS/CU.YD. 1 "` S1.0 Zo / ( I OF CONCRETE OR 6x6 W1.4xW1.4 _ �j N FIELD ALTER .(® _ 1!D0 d _-___ _ ` Z CONTRACTOR SHALL C L4� MODIFICATIONS WHICH #4x24"x24" REBAR IN PREPARED GRADE. 6x6 P.T. SYP#2 - r r - - - - - - - - - - TOP OF FOOTING ELV. -7'-4" I PONGOaASSOCCTI CONNECTING TOP OF - J F •5 F2.5 1 r I POST, TYPICAL. - MAKINGH NTN` ' - WALL TO SLAB ON F3.5 I S1.0 8 (4 PLACES) aFRom'"rnucr"'a D°ocu GRADE. SPACE E 24" _ �' S1.0 O.C„ SEE DETAIL 10/S1.0 " 4'-8" qil 13 -4" I ' .a -� CONSTRUCTION ALTERNATIONS W BEM APPROVED BY LC . " ASSOCIATES MAY F Fz.0 F2.0 F2.0 F2. -;=4Q^- - - L I `m° E Fl 3.0 f - - - - - - - ----- -- ---- . - I i I10"x2'-6" CON FOOTING I - - WITH 3-#5 CO T. REBAR rAND M - - - -8 1 I o r __1 -#4 TRANVE E REBAR (� 1 r- = - - - _ - - - - E i , I F2.0 I 51.0 I"I E I 1 i I S1.0 ! 48" O.C. 0 STEPPED FOOTING I - g1.0 I SEE 11/S1.0 TYP. I 1 J S1.0 _ 1 6 1 11 I I F2.5 SIM. ( T LAB S1.0 1 51.0 I E 1 1 1 1 1 6 1 -1'Wit, ELEV. CURB 51.0 I ; I ;, 0 1 I I _ _ _ _ _ _ _ 1 SIMPSON PA51 STRAP le 0 STEM WALL AND FOOTING z " 1 I --r- - 4B ANCHOR EMBEDDED IN WALL 51.0 (SIM. AT PORCH EDGES w o WALL) W L 4 I F2. 1,1 I S11.0 I' I 1 I 1 \�SA;IWCUT, SEE I 51.0 FTG. EA. OF GARAGE WING / - - - - - - __ �; I i S1.0 DETAIL 7/51.0. WALL SEE 10/52.1. TYP. ` ` 1 E 1 40 2 "S" STEPS TO BE MADE „ I L - - - - - - - - - �_., - " _ 1DIA. MIN. RY SING - --• - -- - IN BLOCK C �F3.0 _ FOR MASONRY_ - - - - - - - _ --�- . ` O O O o O 1 a- m� "r WALLS- 0 I 1 I I 0 __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ s M" to `° FOUNDATION PLAN o ' . N J II II II U II 2x6, 18 LG, PT SYP#2 Li w w w w SCALE: 3/16" = 1'-p" WALL LEDGER, FASTENED V) TO CMU WALL w/4-'/."0 SLAB ON > L \ � F TITEN MASONRY SCREWS. x j/ SEE"PLAN. RADE, ^ T" PIT DIMENSIONS AS '0 �\ �/ / = W r WOUIRED BY ELEVATOR \ MANUFACTURER 2x6 SYP#2 WALL BRACE E \���%%V N 32" O.C. FIRM FIT BENEATH /�j��j \ SEE 1/51.0 01� -#5 CONT. 40 TOP REINF. ONL-Y IF A SEE ARCH. SE ARC � / /� FOR 10/S1.0 P & BOT SCHEDULE FO TREA . FOR LANDING. Ln WALL LEDGER, FASTEN WITH /\/ ��/�' INFORMATION DIA. REO'D. BY SCHLE 2x6 ELEVATOR to SHAFT WALL. MIN 4-12d TOE NAILS. ��� NOT SHOWN. FOOTINGOSIZE AND E.J. w o j\ \\��\ EINF. PER SCHEDUL-E 2-#4 CONT. AROUND L) \\ STEPPED FOOTING Q #4 BARS 012" O.0 4 PERIMETER. a (2)2x8, 18" LG, 1 /�� \F 8" CMU STEMWALIL VERT. / / / SECTIONUj #3 Z DOWELS o PT SYP#2 MUDSILL E_� AY ° \/\\ 1- 1 \% ���\� GROUT ALL SOLID. 11 • \� ��// 0 12" O.Z. (TYP) DEPTH OFIRPIT AT EA. BRACE. \�j\ FIELD BEND INTO SLAB. 3 _ _ U <� ° : . • 8" CMU STEMWALL w/ BAS Y EL ATOR SLAB ON ��\/ \� S1.0 SCALE. /4 1 0 Li Of / /��j��j��/�� �j� 5 VERT. HOOKED INTO - MANUFACTURER .., `� GRADE, \/ LL �� DOTING O 40" O.C. / .:. ' SEE PLAN. BEND 2'-0" INTO SLAB \� \\ A. / THICKENED BASE \ \ �� W/ 1-# 1'- 2'-0 ONT. CONCRETE FOOTING \\ ' . ,t • ".! •.a .. ' /\\ \/''/`k \ / . +:.' . .n. a.: \/ •:• :� y ' \ �\/i\\� \ \ \ . . ... o� . . . #4 DOWEL TO MATCH WALL REINFORCING,. MIN. POLYETHYLENE VAPOR \\\\ / / � / • / BRACING MAY BE •SLABI � I� ONTCLEAN COMPACTED EFILLAPS 12" DEEP CONCRETE S CAST REMOVEDAND CCURED 3" CLEAR ONTINUOUS CONCFRETE FOOTING. w/ #40J2" D.C. REVIEWED FOR CODE COMPLIANCE E.w. TOP & BOL (TYP.) $O.O TRUSS PLACEME CITY OF ATLANTIC BEACH $1.0 FOUNDATION PL Co C E STAIRS ON GRADE s ELEVATOR PIT IJETAIL `" SEE PERMITS FORATDDITIONA41 TEM WALL BRACING DETAIL REQUIREMENTS AND CONDPI'IO1NS. S1.1 FIRST SHEARFPOONSFF a 9 fl E COPY S1.0 51.0 SCALE: 3/4" = i'-0" REVIEVVEDHY: '/ O $' S1 2 SND SHEACOND R FLOOR 51.0 GALE: NOT TO SCALE DATE: ��_ .. � S2.0 GENI`pRAL mPEC,'. 8" x 8" BOND BEAM 1 1#4 CONTINUOUS. PROVTDFE FOOTING SCHEDULE AND NOTES s2.1 STD. FRAMING [ W/ 1-#5 CONT. PROVIDE �� WALL FRAMING // ` CORNER BARS IF CORNER WALL FRAMING WALL FRAMING (FUR IN SHOWER AS REQUIRED) STEP 51/2 1#4 EE,XTENDED 3' CORNER BARS (TYPICAL-) / / SPLICE IS NECESSARY, 2-#5 CONT. 1111 SEE ARCH. EA `SIDE OF RECESS. , . TYPE LENGTH WIDTH DEPTH BOTTOM [BARS (1)#4 MIN. CONTINUOUS, PROVIDE I , 1 -WALL FRAMING SLAB ON STEP, SEE 5/a 1-#5 CONT., EXTEND 3' . a. F2.0 Y-0" 2�-0" 1'-0" 3-#5 EA. WAY BOT. I CORNER BARS (TYPICAL) 1 /=!�•-- %' /' / GRADE, I >• ARCH. BRICK VENEER IS X \ SEE PLAN. EA. SIDE OF RECESS (TYP) SEE 68 S1.0 ° F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. \NAY BOT. ACCEPTABLE WITHOUT ¢ \ MONO SLAB FOOTING AT PORCHES, \\ �/ \/ d• • // _ / /. /. (6" MAX.) EQUAL TO SLAB INCREASE OF FOOTING WHEN SPECIFIED ON PLAN. \,/ / THICKNESS. F3.0 3'-0" 3'-0•' V-0" 3-#5 EA. \WAY BOT. Do NOT SCALE OWEN SIZE. a � ARAGE M WTNI // \ \ \\ 5�/= SEE ARCH PLAN SLAB ON GRADE, SLAB ON THESE DRAWINGS IFA SLAB ON B ® SAB RE SS F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. 7WAY BOT. ARc��REFER' S TOP 0 FOOTI G / / --SEE PLAN. > •. / j.. GRADE, B"x16" 1-STORY, wA2)#5 CONT. GRADE, 6A E CURB F4.0 4'-0" 4'-0" V-0" 4-#5 EA. WAY BOT. coNTAcrTHEi / i�/\ F . SEE PLAN. 8"x20" 2-STORY, w/(2)#5 CONT. MONO. FTG. j-�./ / SEE PLAN. BRICK NEER IS # GRADE ORO GE CUM DEAIL \/ \ AT WALLS GREATER THEN • ^ �\ DEPTAI IS " °// \ / / / / \\\\ ACCEPT LE WITHOUT F4.5 4'-6" 4'-6" 1'-0" 4- 5 EA. \WAY BOT. PLAN NA! /\/ . . J 1\` FROM [LOW / / / 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATf`{D TO THE SLAB, SEE PLAN. \\/ / 4'-0" HIGH, NOTIFY E.O.R. o s / 1 /� 3 BEARING AT INTERIOR /\//\� / WALL FRAMINIG INCREA OF FOOTING FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELEC1 RICAL EMBEDS, DIXIE RE / \\ FOR TEMPORARY BRACING w,., . \�j a.�y. ALT. FOOTING AT S B I�\\ \\/ / SIZE. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN'. HERE IN FOR STEMWALL REINFORCEMENT \\ \\�\%� LAYOUT PLAN AND BRICK VENEER, ��\� BUILDERS DISCRETION. 51.0 /\�\j\ SHOWER PAN, SEE ARCH REFERENCE ONLY. DESIGN/DRAWN, / PERMANENT LATERAL SEE ARCH. / \n ��j\\/ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEP, SEE ARCH. PLAN.- SLAB ON AOB AOB/ COURSES REINFORCING \\% ` SUPPORT DETAIL. �� x Z / �\P \\//\ . ' 'y 2. FIGS. k FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CONIES• v .4 12" 1-STORY, wA2)#4 CONT. 1# CONT. \�\-:1�� \\ -,/ ' / ; / / • SEEOPLAN. DATE 1 TO__6 /4 VERT. 048"0.C. \ +� <d a; / SLAB ON /' ' I/\/\ FOR MONOLITHIC OPTION, SEE 2/S1.0 / /\ 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED 05.05.0 \ #4 DOWEL TO MATCH 1 \� a • .\ i6" 2-STORY, w/(3)#4 CONT. OR (2)#5 °' y GRADE, y / / / 7 TO 10 X14 VERT. ® 24"A•C• • • WALL REINFORCING. 1 • ° \ !a • a. • \ PROCTOR IN ACCORDANCE WITH ASTM D 1557. 17 TO 12 #4 VERT. O 8"O'.•O• \ + �\ I 20" 3-STORY, w/(3)#5 CONT. OR (2)#5 \ SEE PLAN, a \ / OR \j\ _ /\%\\/ SCALE CONT. CONCRETE FOOTING o \ •�.7 /\j/ / �� T \\/ FOR STEMWALL OPTION, SEE 1/S1.0 \\ /\/ \\ 3/," DEEP SAWCUT w/ SLAB ON GRADE, AS NOTE STEMWALLS OVER 6 COURSES TO / / " %ION FOR BRICK / `y\T 7 _ ELASTOMERIC SEALANT SEE PLAN JOB NO HAVE TRUSS TYPE HORIZ. .1L0 6x8" EXTEN INt THICKENED ED<iE 3 8"d x Will 1-STORY, w/(2)#4 CONT. -' LEDGE ADD tl-_ CONT, " LOT 18-2 OCE/ REINF. BETWEEN EVERY OTHIER � w/ i-#5 CONT. 8'x16" 1-STORY, w/( )#5 CONT. 6" 8'x8" DETAIL 4A NOTES: COURSE. FILL CELLS SOLO. 10"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. SHEET 12"d x 24"w 3-STORY, w/(3)#4 OR (2)#5 CONT. LEDGE DETAIL 12"x12" DETAIL 48 8"x20" 2-STORY, w/( )#5 CONT. 1) PROVIDE SAWCUT$ B CREATE APPROXIMATE 20' X NC MAX. SR. SIMILAR AT FRONT AND i 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. • � _ ♦ • REAR PORCHES W/O FRAMIE I WALL ABOVE. CONTRATOR 1 STM WALL AND FOOTING MONOLITHIC EDGE FOOTING a THICKENED SLAB s FOOTING w/ SHOWER RECESS s MONO• FOOTING AT ST -DOWN 7 SAW CUT DETAIL MAY OMIT CHAIR BLOCK d( �l-' 51.0I 51.0 51.0- 51.0 S .0 E �T 2C FORM EDGE OF 4" SLAB. 51.0 51 /77 42_ 62�' SCREEN ENCLOSUIRE, DESIGN AND ATTACHMENT THEIRS SCREEN ENCLOSURE—# IGN AND ATTACHMENT BY OTHERS zzzz 2x4 FRAMING (2)2x12 SYP#2 2x4 FRAMING I �'" ® 24" O.C. Cc9 24" O.C. (2)2x12 SYP#2 TOP OF WALL I'I TOP EE ARCH ELEV. SEE ARCH ALL Lou P nti o (2)l Old , ELEV. SEE AROH Assoc ate . EXISTING TOENAILS Ir STRUCTURE 2x4 FRAMING 4960 ceola N ® 24 O.C. 2x4 FRAMING lax. Beac ,Floi di (4)10d / 2x4 FRAMING 0 24" O.C. Ph.242-0 os F . COMMONS, FL N 4 TSOL 2- TYP. ® 24" O.C. 12" THICK CONC. SLAB EXISTING I 3fe' OSB SHEATHING us vo i FASTEN WITH C WITH #4 REBAR ® 12" O.C. STRUCTURE 8d COMMONS (2)2x6 SPF#2 VERIFY (DIMENSIONS WITH ARCH. fig' OSB SHEATHING ® 16° O.C. TOP PLATE FASTEN WITH SIMPSON CCOQ-41.SDS a KNEEMWALL 8d COMMONS 2x6 SPF#2 N CMU PIER ® 16" O.C. COLUMN CAP WEILDED TO STUDS 16" O.C. �1) = L J SEE 1/SS7 STEEL COLUMN *IY8" FILLET z `� (2)2x12 WELDS (OR SNOB FABRICATED / BUCKET, SUBMIT SHOP r SEE DETAIL 3/SSI y •?s � — � •', L �1 ;� � — -� � .r DRAWING) _ — �. FOR CONN. STONE VALID L — r — z r - -t r — z � r —t — r - -t_ — r - -z — � COLUMN SIGNA I51 E F3.0 F .0 F3.0 F3.0 F3.0 AND _ STONE 1 2 4 COLUMN 0 REVIS SS1 SS1 SS1Vie' OSB SHEATHING FASTEN vVITH 8d COM ONS SCREEN ENCLOURE SUPPORT FOUNDATION PLAN 0 16" O.C. SCALE: 3/16" = 70" I 4x4xY4" TUBE FIELD STEEL EMBEDDED ' IN CONC. PEDESTA,IL `a N"�'riooaRs"ALu P� MDDJJNG WH M ' 2x6 P.T. BOT. FRDMitfE of E PLATE. FASTEN FIELD ANAL ER a TO CONC. w/ BEING APr er i / #3 STIRRUPS SHALL WRAP Y4"x3" TAPCONS AD°R0v EXISTING 24 SQUARE CMU AROUND STEEL TUBE 24" SQUARE CMU @ 6 O.C. STRUCTURE PILASTER ' TOP OF PILASTER CONC. TOP OF CONO. 4x4xY4" TS E4v16EDDED IN EL V. SSE ARCH ELEV. SEE AIRCH CONC. PEDESTAL, SEE 5 75 , DETAIL 1/SS> EXISTING STRUCTURE GRADE SS1 ° ° #3 STIRRUPS ( SS1 ' ++ GRADE ° 6" STIRRUPS 6 O.C. MAX 6" O.C. MAX / \\ \\ \\ \\ \\ d < d ° \ \ \ \ \ \ (2)2x12 (2)2x12 (2)71x12 (2)2x12 (2)2x d SYP#2 SYP2 SYP� 2 SYPJ2 SYPH SYP2 #4 VERT. REBAR DOWEL BAR \\//\\//\ ° ° /\/\/ 4 VERT. REBAR DO L BAR / /\ ° -- EMBED 9 MIN INTO FOOTING /// ° \// - [EMBED 9 MIN INTO FOOTING (2)2x12 (2)2x12 (2) x12 (2)2x12 2 2x12 2 2x12 " \\\ /\\/ /\// ( ) ( ) WITH 6 90' HOOK // / / / / / / / ,/ / \ WITH 6" 90' HOOK \\ \\ SYP#2 SYP#2 SYF-) 2 SYP 2 SYP 2 SYP 2 \/\/\/\/\ \/\/\/\ w/40—#4 REBAR A00TIN WAY \//\\//\\//\\/\\/\\//\\// / PLATE 12 Y2 —BASE _ ,4 „ �//\ 3'—0 x3 —0 2 FOOTING SCREEN ENCOURE SUPPORT FRAMING PLAN w/4-#4 AR EA. WAY SCALE: 3/16 = 1 '-0" Uj BASE PLATE 1 SECTION SEE SECTION A—A SS1 (2)2x12 BEAM (2)2x12 BEAM 2 SECTION SS1 (2)%" THREADED ROE SIMPSON CCOQ-4SDS �•+•,1 WELDED TO PLATS ANC COLUMN CAP WELDED TO CONSTRUCTION SPECIFICATIONS: CONTINUOUS 9" 0 STEEL COLUMN w/Y8" FILLET U-BLOCK BOWD DRILLED THRU (02x1 WELDS (OR SHOP FABRICATED TOP OF WALL BEAM w/1-#4 CONT. BEA FOOTING AND FOUNDATIONS: SOIL BEARING DESIGN MAXIMUM 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED ELEV. SEE ARCH 7 BUCKET, SUBMIT SHOP ( )� � L , DRAWING) TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE q SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR Y2" THIICK A36 STEE ' GRADE Q REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS BASE PLATE 3/a" THREADED ROE PROVIDE #3 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR ���� Uj FULLY WELDED Y2' BAS CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMv1IiETERS INTO EACH ELEMENT. + 3 „ /� �\ � ? PLATE WITH Vis' IFILLE - /4 HOLE U WELD & EPDXIED e" MI REINFORCED CONCRETE: DESIGNED PER ACI 318 LATEST EDITION, f'c = 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. $" CMU KNEE WALL ° ° O INTO COLUMN HUC410 WELDED w 1 —#4 VERT. DOWEL ' I TO BEAM w/Ys" FILLET MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE ° " 4 Y2"O THREADEd ROD WELDS B R 48 O.C. WITH ( ) MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING (BONDS, STACK BOND SHALL NOT BE USED. 90OOK INTO FOOTING DOWELS w/4 EMBED GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA (ROCK CONCRETE GROUT. SPLICES IN I INTO EA. MEMBER. REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELLOW FINISHED SHALL BE GROUTED SOLID. ALL .11 EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH — #4 0 4'-0" O.C• MAX. AND AT EACH CORNER, WALL END, ++ ++ " 4 SECTION " (2)�" THREADED I�Op 2 2 24 SQUARE 4x4xY4 TUBE WELDED TO PLATE AND AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECiTIONS OF PERPENDICULAR MASONRY ELEMENTS (CMU PILASTER SEE GENERAL NOTES BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR BASE PLATE sst FOR EPDXY SPEC[FICA TION'5. STEEL DRILLED THRU (2) 12 MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE AND '—O" S HE APPLY IN ACCORDANCE WITH BEAM VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE DETAIL MANUF. PRINTED INSTRUCTIONS 6" Y2" PLATE A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBEID OR UNSTABLE SOIL, THE ENGINEER SHOULD #4 VERT. REBAR DOWEL BAR sst SCREEN ENCLV E BE NOTIFIED. _ EMBED 9" MIN INTO FOOTING (2)2x12 BEAM f — — — "' — — 00 i WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE ° °a ° I WITH 6" 90' HOOK (9 TOTAL) (2)2x12 BEAM PRESSURE—TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC—R, (UNLESS OTHERWISE NOTED HEREIN. PT ° (1)Y2"� THREADED ROD - LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT—DISOD)IUM OCTABORATE TETRA HYDRATE). IF DOWELS w/8" EMIBE _ _ HOWEVER, ACQ OR NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED3 STIRRUPS @ INTO EA. MEMIBER. GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALLL BE STAINLESS STEEL. CD I # / HUC410 WELDED 6 O.C. MAX ^ RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM — — a- — — —� ° ¢ � TO BEAM w/Ys FILLET / J L— — — — — — — — 1 WELDS HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND Va" LARGER THAN THREADED ROD SIZE. (U.O.N.) ° a ° ". ° a OF � 0 , b . . - MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL- OR BE RESPONSIBLE FOR CONSTRUCTION ,:•' ( ( DO NOT x` NG r ' TIffsE�WI REFER TH MARBLE 1/4" TYP MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS :OR OMISSIONS OF THE CONTRACTOR OR ANY I ARC D WING COLUMN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN CM0 THE oA (4)Y2"0 THREADED ROD2 ° = ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2++ a DOWELS x w/4" EMBED — — — _ — 0 a d PL NN E INTO EA. MEMBER. SECTION A—A LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL �._ a — — — 4' y DI IE R ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND' UPLIFT, WOOD PANEL SHEARWALLS, WALL — — — — — — — DESIGN/D AW HE FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOfF FRAMING. ITEMS NOT DESIGNED ,° Y2" THICK A36 STEEL cs �A (4)Yz"0 THREADED ROD PRE—ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS—TO—TRUSS 4X4XY4 TUBE BASE PLATE WITH 2-5/g" DATE DOWELS w/6" EMBED CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. STEEL EMRFEDDED ��� � COP 1 THREADED ROD, EPDXIED 6LE INTO CONC. SLAB. 8" CMU KNEE IN CONC. PEDESTAL 6" MIN, WELD TO STE '" A No D WALL D FOR CODE COMPLIANCE LOT 1315 NC,OCE),N G � u U SECTION COL, w/ Y$" FILLET W ��I,�,OFAT 5 SECTIONACH ;HEE7 SEE PERMITS FOR ADDITITIC ONNAL S 5 1 REQUIREMENTS AND CONDITIC>NS. �si sl LR$VIEWED BY: DATE: O� 1 C F 1