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Beach Avenue 1628 o THREADED ROD ASSEMBLY (SEE DETAIL) v 2-2x__ RIM JOIST 1/2" SPACER BETWEEN MEMBERS 3" x 3" x %8" WASHER U w aWul J a z 0 r 2x1 FLATWISE LOOKOUTS 0 @ 48"o0. FOR OVERHANG , Z " (TYPICAL) H5 CLIP (TYPICAL) w THREADED ROD ASSEMBLY (SEE DETAIL) CRIPPLES AS NOTED ON LAYOUT T I (Z) 2-2xRIM JOIST STUDS ® 16"oe. I 1 LLTYPICAL ROD ATC " 'ACI IMENT TO DROPPED BF-AM I I 1/2" SPACER BETWEEN MEMBERS w •(4)-- 1Dd 1N RAFTER 3" x 3 x8" WASHER -MIN. 1"' SPACE BETWEEN TOP OF STUD AND 1st NAIL COIL STRAP I I ( Q Z (4)- lOd IN STUD � 48"ac. TYPICAL ROD ATI ACI-IMENT TO RIM f OIST j REQUIRED. I I I Q -CS16 STRAP- LENGTH AS TRUSS or BEAM I I I O ADD SIMPSON SPI-14/6 or SIMPSON LSTA18 I STRAP TO ACHIEVE SPACING LESS I I 1 1/2" NUT THAN MAXIMUM ROD SPACNG. z w ry HTT16, HTT22, LTT20 (AS NOTED) TYPICAL GABLE END S-IFR-APPING WITI-I TFIREADED RODS Q o Q 8 v TOP PLATEtz w t O w [— 2 a w I a; x 0 TYPICAL THREADED---- 1 ~ TYPICAL ROD ATTACHMENT TO CLIP/HOLDOWN AT BEAM OR GIRDER Ran ASSEMaI Y w HEADER WIDTH EXCEEDS 0 MAXIMUM ROD SPACING NOTED • U Lu THREADED ROD ASSEMBLY (SEE DETAIL) 2-2x__ RAISED HEADER 0 w 1/2" SPACER BETWEEN MEMBERS SIMPSDN HM BEAM � m � O rYPICAL AT ACHMENT WITH WALL FRAMED OVER BEAM O r THREADED ROD ASSEMBLY (EEE DETAIIL) VI N N0) z 2-2x-- RIM JOIST DETAIL OF HEADER LENCTI-I GREATER THAN ROD SPACING O uj 1/2" SPACER BETWEEN MEMBERS 7 c�i N in V 1 N11 X 03" x 3" x �a' WASHER 1/2" NUT Q NOTES: 3" x 3" x 1/4" WASHER un LLj in CYPICAL ROD ATTACHMENT TO BEAM OVER OPENING 1) MINIMUM COUPLING SHALL BE WITH RODS MEETING AT CENTER. J Ofuj o 0 3 z 2) MULTIPLE RODS MAY BE CONNECTED WITH COUPLING TO FORM ONE ROD. z � 5" FROM EDGE OF SLAB w O N � LAP IS CRITICAL 3) ON INTERIOR APPLICATIONS—(GREATER THAN ) A , � 1/2 x 7 WEDGE ANCHOR CAN BE USED TO ANCHOR THE RODS. 00 Q 00 4) THE NUT AT THE TOP SHALL BE SNUGGED WITH THE ROD STRAIGHT AND THEN ONE w ADDITIONAL FULL TURN OF THE NUT SHALL BE APPLIED TO ACHIEVE PROPER TENSION. d 2 f]--I LO O ROD TYPICALLY TO BE PLACED ON i r LO 0) o OVERLAPPING SIDE OF THE CORNER 5 THE MAXIMUM SPACING OF ANCHOR BOLTS ON EXTERIOR WALLS, ON THE SILL PLATE IS 60" oc. THEREFORE IF RODS ARE SPACED GREATER THAN 5'-0" THEN ADDITIONAL ANCHOR0 E- W N BOLTS NEED TO BE INSTALLED. 1/2" x 7" WEDGE or EPDXY ANCHORS w/ 1" WASHER MAY BE USED z z FOR 1/2" x 10" ANCHOR BOLTS IN THIS APPLICATION. 0 � vX 6) THE TOLERANCE ON ROD PLACEMENT SHALL BE t 9". TOP VIEW SIDE VIEW 7) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THREADED RODS INTO FOUNDATION SHALL BE Ld 6" MINIMUM. x C) TYPICAL ROD PLACEMENT ON LIPPER PLATE OF DOUBLE TOP PLATE �j 8) SHOULD A HEADER LENGTH EXCEED THE MAXIMUM ROD SPACING NOTED; INSTALL SST— SPH`/6 or SST— LSTA18 STRAP FROM HEADER TO TOP PLATE TO ACHIEVE MAXIMUM ROD SPACING NOTED. 1/2" A36 ROD THREADED Lu (SEE DETAIL ABOVE) AT ENDS or 1/2" ALL THREADED ROT) NUT AND 1" WASHER A A�; z �E TRU55 TPX55 0 1/2" THREADED COUPLINIG & 1" WASHER. p �0z a:� (2) MT512 (2) HT5506 F al w xa� a EPDXY INTO SLAB or FOOTING � a O W A p W 1/2" x 10" ANCHOR BOLT iq o w USE SIMPSON SET EPDXY .o-� ��a ( , „ EMBEDDMENT) - _-_- ___ _-== _ = _______-- - _ _ - a a U �a x� w a x S" CMLI STEMWALL Q ul re,m w E- E- CD w Q �A U��]7 �j �OfWz w z fY,AUw] P,PW,�E�� w w SHOULD ROD BE PLACED ON LOWER PLATE TYPIGAL THREADED TYPIGA�L THREADED z a INSTALL SIMSPON CS16 STRAP, 24" LONG ROD A55EMBLY ROD ASSEMBLY �� ❑ NAILED w/ (8) 8d COM IN TOP PLATE AND (IN5TALLED WITHIN 6 MAX (IN5TALLED 1NITHIN 8 MAX „ W (8) 8d COM IN STUD O z 6" MAXIMUM OF 8" MAXIMUM OF MINIMUM 7 EMBEDMENT STUDS) 5TUD5) ►P� ( 7" or 12" AS NO' R O V IEID BuIL'D1NG OFFICE CS16 STRAP-\ OF ATLANTIC BEACH ;:gi,i�r lt'' f" ? 2 12 MAX. (TYPICAL) u-) nJ.� 0 3 ZOD� City of Atlantic Beach GONNEGTION FORUPLIFT5 OF I3QQ-2000 # GO G 10 T 2 # Building and Zoning S�-IFFY , TOP VIEW SIDE VIEW - J • 5-fRAPPING REQUIREMENTS FOR DOUBLE PLATE WFIEN TOP PLATE IS REVERSED FROM TYPIC-AL ALTERNATE TRUSS STRAPPING METI IODS ALTERNATE EMBEDMENT METI--IO)DS VI 5 10TR,-, .i V-e,. 2 W J W U) C/) a Y THREADED ROD FROM FOUNDATION Z " Z TO DOUBLE TOP PLATE. ( -1" EMBEDMENT) O Q Y2" THREADED ROD FROM FOUNDATION TO 5E60NO FLOOR TOP PLATE. ( -t" EMBEDMENT) Y2" THREADED ROD FROM FOUNDATION TO DOUBLE TOP PLATE. ( 12 EMBEDMENT) Q �� _ w�1115� EMBEDMENT NED OTI IN EPDXY TYPIGAL _ � ❑ Y2 THREADED ROD FROM FOUNDATION � ( ) Q TO 5E60ND FLOOR TOP PLATE. ( 12" EMBEDMENT) W HD I OA Q O V G_ U Cd (3) G516 (2) G516 TYPICAL THREADED ROD NOTES: o (3) Gs16 G516 ' � (3) 0 71 USE TYPICAL BETWEEN FLOOR 3. IF SPACING OF THREADED RODS • . . r STRAPPING DETAIL WHERE SECOND — EXCEED 5'-0"oc.THEN ADDITIONAL FLOOR WALLS ARE BUILT ABOVE ANCHORS SHALL BE ADDED TO THE n , BEAMS. (TYPICAL) SILL AT A MAXIMUM SPACING OF 5'-0"oc.USE 1(2' EPDXIED ANCHORS WITH A 5" EMBEDMENT. • • n 2 IF HEADER LENGTH EXCEEDS ROD �/ THREADED ROD SHALL BE PH02 ON RDD —" SPACING NOTED THEN SST-SPH4 4• CONTINUOUS FROM FOUNDATION ATTAcGHED TO (2) G5I6 OR SST- LSTAII 8 SHALL BE TO SECOND FLOOR TOP PLATE IN (2) G51� (3) 6516 BEA INSTALLED FROM HEADER TO TOP ALL LOCATIONS ALLOWED BY PLATE TO ACHEIVE PROPER • _ f` OPENINGS IN THE WALLS. SPACING r (3) 6516 2 G516 0 TRU55 A-1 N ►` � r • r r/� Lu Lo ML/-= N N PHD2 ON RO OD THRU NOTE 1 (�!) -j CD ATTACHED TO �. BEAM BEAM ❑ LLl x zz -1zo I SECOND FLOOR � (2) G516 � � � r-) N DOUBLE TOP PLATE 1(2) Galli = U co LoQ THREADED ROD � � CD�14 Z � � N � I C) ASSEi"IBLY OFFSET FROM SECOND s FLOOR THREADED ROD W � NDTE I HTT22 ON (3 NOTA I \\,3/4" ROD TO 5YP STUDS ' SECOND FLOOR H6T-3 rT OPENING I DFFSET IN THREADED 6° RODS MAX 2 11 X Ya" WASHER d NUT (TYPICAL) I FLOOR SYSTEM 2) 6516 • r CD FIRST FLOOR U THREADED ROD A55EMBLY llk� FIF,5T FLOOR U OPENING `" SHEET: OFFSET ROD FOfR ALIGNMENT 5ETWEEN FL00fP,-.%5 SECOND FLOOR fROD& THIRD FLOOR ROD5 • :�� �rC5�1 ±! hili :1 �Ndl19i'1�lfF� 'tii�7k�.a:,�.i:c,:�kiS�'�:!'�i�•r•+�s.;z' . \/ r N E . M UL, L, I CAN P F-151GNF, P ( 90-4) 641 -fig-7 l e ,o 4t pl r r r r ® r ------------ j L r r I 7 r r r r r rr ` Y r r r r i r r r . r • 7 r r r City of Atlantic Beach 7 Planning and Zoning Department • r This approval verifies compliance with applicable T zoning, subdivision and other local land r development regulations, but does not constitute r approval for the issuance of permits. Compliance No: DATE: REVISIONS: with Florida Building Code and all other applicable r local, State and f=ederal permitting requirements • must be verified by signature of the City of Atlantic } Beach Building Official prior to tasu8nce of a Building Per2 r Approved B!►' 3 .»w»"`�-»• nmmu� ave opmenIDIredw Date. 4 ~~' 111 /fin VVV1 � R 1 I NFW HOM F, For • MoS� � �Y� SCN� 1�� 1� arch itedural 5ian SP1 :W: P -10'-0" Ap�,�o„ED 51 � I�I,AN CIT�u►I ,pINL�N®FF'Ic�ACW 1This drawing is an instrument of service and the DEC Q r1 10 property of Kevin E. Mullican. and shall ramain his property. The use of this drawing shall be restricted to the original site for which it is pro— pared and publication thereof is expressly limited to such use. Job No: 00-209 Sheat No: Date: 1/150/2001 Scale: IIS 10'-0'' Drawn: K.�,M, d Ch" k*1: KJ Vlm MULL, 1C/\N P� 516 P-" ( 9 04) 6-41 -fi8-7i • w 51A) L J FAMILY ST P BR#1 FLEX 14'-8"x 16'-4" 5'-4"x 4' " °p 15'-0" x 14'-2" ___r—__ 15'-0"x 16'-2" __ I110 L.j I I BR #1 Q 5'0"x 6'6" 0 5'-0'x 8-0 I :CAB] 0I 00 I HEN "' "' 15-0 x 4-4r� r r BR #2 13'-4"x 16'-2" 01 6'2"x�'$" MASTER ' I BATH I 13'4"x 16'6" II I m OQ / r LINEN r I ,r L------ REF-- ------ I 3 i CO )NDRY 1a1 640-1L CO LIN _ 0 6' x 6�6'-4s CAB I SW POWDER n i BR#2 5'-0"x 5'-0" r_ — °—— �J p (� I 81-011 x 6'-/'SII CL #2 I [7 11 V I 5'-0"x 6'-0" 1 CCn I UJ a. I IVIN SITTING ���___�� U a BR #4 / MASTER � I . �```� U- z U l 2 '-0"x 14'-0" 13'-8"x 14'-2" M E C H U z I 20 4 x 14 2 z � � � j 6'-4"x 4'-$" QLj -------- � � j CL #3 I 0I 7'-0"x g'-0" A I BR #3 DINIING i i a'-o"x s'-o° 13'-6"x 13'-4" I I r3 il — �� 2468 2468 FOYER rjVJ S� Sint Sly 5 3� E ' � DECK �,"� SIA) 6'-8"x 5'-8" I i ENTRY PORCH ' ' QDECK - SQL�A�� �oO�"AG� 14'-0"x 6'-0" ; ; 14'-0 x 6,-0„ q. F11;5T FOR A/ C: 1262 5,F, ❑ ❑ BR #3 5�CONb F: OO1P, A/C: 1384 5-F. 20'-0”x 14'-0" THIPW FLOOP, A/CI 910 5,F, -rOf& A/C: 35,5,6 5,F, GARAGE ,,/app; 448 5,F, 19'_8°x 19'4722--o" �or?cH�S: 108 5,F. it a b�CKS: 104 5,F, -- --------------------------------- ------ - CNIT01`AL 5,F,: 4216 5,F, --- --W i No: DATE: REVISIONS: I i --------------- I I I I I I I I I I 2 I I I I I I I I 3 I I I I I I I I I I I I I I i I I I I I I I E NSW HOMFI FOP 101-4" 10'-•8" 14'4" 21'-0" 351-01' This drawing is an instrument of service and the Prc"perty of Kevin E. Mulllcan. and shall rarnain his property. The use of this drawing shall be restricted to the original site for which it is pre— paredsud and publication thereof is expressly limited to econd � chu �firs� 2 �h � Al 5CU: I/4" } 1'-O" Al 5CAE: I/4" Q 1'-0" Al 5CA1E; I/4" A I' �" Jab No; 01-209 Sheet No: Date: 7/3O/2001 Scale: I/+'xP-O' Drnwn: U.M. Mocked: _ 1 Co� \/e. ce � ------------ Q� VI N F., M pr_1516N� P_," ( 904) 6-4I - 871 • 1 M I � i7 b 1 BO s 1 J] —ELk 3 cabana A2 SCAI.�; I/411 - 1'-Oil 'T METAL ROOF ON 15# ROOFING FELT OVER 1/2" EXTERIOR 12 GRADE PLYWOOD SHEATHING OR 5� OPRE-ENGINEERED TRUSSES @ 24' O.0 ROOF CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER ;;.;i:.,;.r:; ...;,:. ..,,..... OPEN RAFTER TAILS ,.�,.. •.'.'..V.. .i�... . IFE] .:. .;..�,; 5 COURSES of P.T. I"x s" ;.., .. : €: :: € : :i :.` T&G SHEATHING OVER T... -:-Ty'r o P.T. 2"x 6" RAFTER TAILS. a 60 if W. , FF IL v...=. CEDAR SHAKES ON 15"FELTLl - OVER 1/2 EXTERIOR GRADE PLYWOOD SHEATHING ON ..i 2"x 6"STUDS @ 16"O.C.. U-L if LU I I I I wil 1 11 9 M z JILLM 1Q OD ap ' _ 11 U 1 all 11 Ifill a0 I I P.T. 1"x 1"'s a@ 3"O.C.. 111111 11 IT 11 11 I!M, Zp 1 . P.T.4"x 4"WRAPPED W/P.T. 1"x8"OR P.T. 8"x 8"WITH CHAMFERED EDGE W/P.T. 1"x 6" BASE AND CAP. BRICK ARCH o � � o O SPLIT FACE CONCRETE BLOCK '' o 1 `0 WITH BRICK ACCENTS. co Na DATE: REVISIONS: _ 1 2 3 4 TN� ea5t elevation rT W65t elevation A2 ;CAd.�: I/ �1 � i'_Ol l N�W N FOP" M05� L, F_YJ 5CHI� P-,,F, F-,- F,XTr_P,10 r" 1�I,F_VA-"IONS Phis drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 01-209 Sheet No: Datta: 7/30/2001 Drown: NLAL A2 Checked: i 0.9 7t I (Qz`S e77�7 Ave, _ KEVIN 1� , MULLICAN 12 IM U—g TU H 1111111 11 11 INN Will 111111 1 b fp M 0 III IIITI co �p 1 111111 Jill 111111 %4 7n o a co south elevation A3 x�,E:; iia11 a i -o11 sr a � El ; 0 No: ®ATE: REViSIONS: FM 1 a 2 M 0 3 B z q � FD New HOME 0 U U U U FDP-1- M05� Ll �yj S 0 a 0 0 E0 x P P ���VA�"IDNS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be reatricted to the original site for which it is pro— pored and publication thereof is expressly limited to such use. Job No: OI-209 Sheet No: 2 north elevation i o� lasts: 7/30/2001 . ; i/411 a it-o11 Scale: 1/411-11-011/411a11-011 Drawn: U.M. Checked: Ave-, a 16" X 16' BLOCK COLUMN /� q 6' HIGH/4' HIGH 4'-0" $'-0" 4'-0" 12'-0" T-0" - - - - - - - - - - - - -- m — _ — _ _ _ _. _ — _ 2' HIGH BL OX T c--- WALL i-- - - - — - - - - - - -- i 10" X 20" CONTINUOUS i W/05 REBAR CONTINUOUS I I 1 ■ I _ I- 1 I I I 1 Q 1 i I_ _ ,_ ,_. _ ... _ ._ _ .... _ ... _ _ - - - - � \ �- I � I 1 � 1 � Q I 4" CONC. SLAB W/6X6 _ _ _ _ _ _ _ _ I 10/ 10 WWM OVER 6 MIL � I VAPOR BARR I ER OVER ' 151' TERMI TE TREATED COMP. r _ _ - _ _ .... ... _ _ _ _ ._ .... _ ._ _ I 601L � I I I CA dp STAIRVELL I 1 I , I I I ' r I 1 r _ _ _ - - _ _ _ _ _ _ _ - 1 gra i I I I u u 20-2 1 i 0 0 `" i i RIC441 ELEVATION I I I I I _ I L E.E:C EL rzVA T I ON I L J , I FLOOR PLUG ' 12 I I I 10 5 IO'-O" i I I I I I 1 I eRG I N5 REBAR IN EACH FILLED8P'OT FOOLING I CELL TT1' THIS WALL I rI 12" X 12" X 10' DEEP 2 CFE 4 I 1 r - _ _ _ _ - _ _ -- - - - - - - TAILS I I i - Q I 1 I 1 I CEDAR SHAKE$ 1 I Q MIN 41' ►� 1 , 1 _ _ .... _ _ _ _ _ _ ... _ _ .... � , I I +44" CCNC. SLABW/6X61 I L 110/ 10 WWM OVER 6 MI U I Q _ _ _ J I I L _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ I - -r I I I WAPOR 134RRI ER OVER I 1 1 •I 1 3 FLOOR , ' nERMITETR9ATEDCOM9. I 1 501L11-011 I I 5R3 1 - 1 14'-0" I I I 1 I - - - - - - .... _. .... - ... .... ._ ._ .... ... ... ... - j I 10" X 20" CANT CONC FTG W/205 REIBAR I I I r OPTION I6" DEEP X 12" WIDE MONOLITHIC SLAB I I Q W/205 DEBAR CONTINUOUS W/2-ROWS WWM 3' AROUND FER1METER OF SLAB I , -94, 4 j 1 2ND FLOM OFT' l OVAL 6' X 6' AFe R I ' 1 BRG W/2 'X2'XIO" DEEP FOOTING BENEATH CORNERS T7P I CAL EAG-I ARBOR_ r El ' I ❑ � I i I I I I M 1 1 ' I 1 I r 1 - I 1 I I 1 L - - - - - - - - - - - - - - - - -- - - - E r - - � -- - r, 1 FIR6T FLOOR 10'-4" or 05 REBAR IN CCNC FILLED CELLS TYP 4' OC, EAC44 CORNER 1 EACH SIDE OF CPN >6' W/6TD HOOK INTO ' I ' 1 CMATTES SHE RUAL LENDBM 1 FTG F BORT__�L E VAT I ON . _ W _ _ r TYPICAL j 1 " CONC BLOCK FENCING 116' X 16" FENCE COLUMN 14' HIGH/6' WIC44 W/05 REBAR IIN CONC FILLED CELL I I ' FENCE FOOTING 10" X 20" I CONTINUOUS CONC FTG W/ I 1 205 REBAR I I 35'-0" 10 35'-0" 35'-O 10 4'-0" 4'-0" 12'-0" 1'-0n 01 10 4'-011 8'-0" 41.0" 12'-0" 11.0" 4'-0" 8'.0" 41-011 12'-0" 11-0" TOP 16 $' r r 6'-01 x i'-0' 1p .p U. C9 1 • ' • " ■ r r r MI N 6x6 PT POBT ■ 4 W/TOP ANCHOR PC46 W r '" ao 14'.g" 5 01' 8- 1 Od r0 POST/ 1 O- 10d TO ISM ■ 151-0'1 5111 1 15'-0'1 ANCHORIEP%b W/ 12-8d x 9 � I TOP / 8' 11 N A I rot x rot 0'-01 x 01-01 Z4XI& ' E91 I Ly uNcaEN7ER r 4 f r 4" 4 31-4" 11 51-0" w Q w IK— � � r � ti .9 3 ter' M O 2.9'-01X6.61 •t-0`Xi1i' cc 04 KI TCHEN 4 [1 �'4'X�'41 ra a a — . .-.. ■ 13'11 m 7 ■T w(� Q N •( • N 51 dll I 0 o 4 r SD GFI 2'-0u • ril ,p 8D w D x Q 01 0 U Q LINEN 4 ■ cn r r cc I ■ r 4•�,-0rx tl ■ Zv I .r ►n in � r ^1Xi'�8' � a o 1-0 _`� I `r �8D >r41 Y-6i' ;'x 'e' 4 � ti w x 1 tl �;' 5'-0 4 5' x "bra -0 x -0 -0x o 20'-2' _ 31y3 " 1.-1 V2" 2'-511 fr'1 � r r Q ■ 4 � 4 t L !88 GAS 6 1111 Nd "2 " 21" Er AB F I ACE F F I REP ACE I list Ili IIIII0111 11 unlifluilillultr Q w s Ir w 9 w T Q OCR PLUG � eP �P •0 EE 'O w 20'-4" q O ■ w 4 _ "(p " 4' 4 N w r 7�+ r-6 i' i I -0„ 0-4 x6.0 ,$„ 0«4 ro�1 " I I 4'-0" s-0 xio 1�" �. + i �� a SSD 4'-411 !-0 x0so 6' 2. ixi� „ 3'-C'x0o 4-4" i 01 - 01 I ■ I I CPT I ON, 2-2X in IAll 13'-011 x 4 fi DE CK in I ■ I I I W/8O- 16d 0 MAM/9 IN ELK ' 11 DECK -8" 6'-0'1 Qov Z II , I 211.411 I I I F� LINTEL ABOVEA F14 – -- -- – 7 61x6'e' I I 1 61' 1'-0" '-6" Q -0" 121-8° r Q I 1 I r 1 /140-011 14'-0" 201-0" b 1 I I MIN 6x6 PT POST x MIN 6x6 PT POST x 1/4" " 110111 W/TOP ANCHOR FC46 W/ '� W/TCP ANCHOR FaC46 W/ 1 I 8- 10d TO PCBT/ 10- 10d TO eM ' 8- 1Od TO POST/ 10- 10d TO E'I I I ANCHORsEPB66 W/ 12-8d ANCHOR=EP15" W/ 12-8d I I !Q �" I I S GS � L FLAIL � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 • w I 1 22R EL ANQ i� oxo -0x -0 oxo I �I 1/411" 1 'O" 1384 8F CCNDI T I CNED 1 4'-6" 6'-0" 6'-0" 41-6" I I/4tlr 110" 4 -� I I I 211.0" I I 1262 SF CONDITIONED - -- -- - -- _ -1 I I I 44$ SF CiARAcE I I i ' C- NERAL NOTES 84 SF FPLNT PORCH I I I 1 x I I I I I I , ALL DIMENSIONS ARE FPCM FACE OF STUD FRAMING, CCNC MASONRY CCNCR -T� I I I I I I SLABS WHICH MAY APPLY TO THIS DRAWING (DCES NOT INCLUDE GYPSUM BOARD) I I I I I I I ALL DIMENSIONS INTEND TO ESTABLISH DESIGN RE:QUII�EMENTS FOR ROOM SIZES. r I I I I 1 I DIMENSIONS TAKE PRECEDENCE OVER SCALE IN ALL. CASES, I I 1 2, SUBCONTRACTORS SHALL VERIFY ALL DIMENSIICNS, SIXES, CPENINGS, I I I I I L I C�-I T I NG LEGEND I I AND OTHER PERTINENT FACTORS AFFECTING THEIR WOIRK PRIOR TO I 1 I I I I I I FINAL INSTALLATION, I 1 I I CEILING MOUNTED 1 1 3, WINDOWS BHCWN ARE DEPICTICN ONLY- ACTUAL WINXWO FROM I I io xi a 1 I L ` – –— -. -.. _ _ _ _ _ _ ,.. _ _ 1 I MFG SELECTED- REFER TO CATALOG CUTS FOR ACTUJAL APPEARANCE 1 ROUGH OPENING'S_ _ – – – – `y' -" _ _ _ _ – - – I Q 1 I WALL MOUNTED 1 I FIRST FLOORI PROVIDE 8X8 PRECAST LINTELS ABC7VE 1 1 N I EXTERIOR WINDOW$ AND DOCRS W/M5 WAREAC44 I �oxie O RECESBEDCAN SIDE IN CCNC FILLED CELL W/BTDHOOK IN BOND BM I FTG - ' ^ SECOND t THIRD FLOORS I HEADERS OVER WINDOWS 1 DOCKS- OPENINGS 2' THRU 6' 2-2X12 W/ IHS (HEADER STUD/JACK) AND 2 FL (FLULL LENGTH) 10'-4" 10'-8" FLUCRSCENT (FLUSH OR SURFACE) 4. PROY I DE FIFE= DAM:`ERS FOR ALL PENETRAT I CM1 THRII THIRD FLOOR SWITCH (3 WAY,DIMMER,87D) � [ DENCI.- RECEPTACLE FL100"2 ' 5TAG% ' M05ELEY 8/01 D. COLE PAS-Z I OF a W W 351-0 u ��_Ott - -- --- S�_0�� -- --- _ 4t_Dtt _ _ _ .. {2•-0.. __ - - - - _ -�t�Ott _____.. l — \ �I_Di, S" x 8" THICKENED lO Vr �- KKwl EDGE w/ (1) "5 CO T.8" 6TEMWAL L ON12"d x 24"w FOOTING(3) '15 CONT. I I 4 ;� I L -- ' — — — - rZ:) Q 12"d x 20"w INTERIOR W Q BEARING FTG. _ Q ----------_ — w/ (3) "S CONT. O I- T I I W � r r-- I I 12"d x 24"w INTERIOR { I I r12"d STE WALL ON x 3w FOOTING SEARING FTG. { I C I w/ (3) *5 CONT, I { I w/ (3) GONr. B D (1) a4 T AN VERSE at 24"oc. C\ 0 { I ( TYPICAL IN THREE STORY LO 0 I LJ I I AREAS. CN04 N � Mo � � � I - I I o w X INZI J L.I_ -i I I -jzo 2"d 3fd" x 3m" PAD I FOOTING w/ (3) ® (N I — — r--- "5 EACH WAY I i Y c vCO u7 = po Q r - 12"d x 20% INTERIOR I 'o L I BEARING STEP- FTG. I I CD O 8" x S" THICKENED I EDGE w/ (1) 05 CONT. w/ (3) "5 CONT= ~— I I _J L _ _ _... _ ------- � I 6-6 o II -���g tt - 13•-4•• I 12"d x 24" x 24" PAD IT FOOTING w/ (2) "5 EACH WAY City of Atlantic Beach I I I planning and Zoning Department S" STEMWALL ON r This approval verifies compliance with applicable 12"d x 24"w FOOTING I I atoning, subdivision and other local land w/ (3) 05 CONT, development regulations, but does not constitute approval for the Issuance of permits. Compliance O with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a Building Permit. IS" x 12" THICKENED �►ppad EDGE w/ !11 "tea CONI ` 5 ommuni y evelopment Director T. Date: {— O Lt- 1 � SHEET: -211 1 -211 NOTE= VERIFY ALL DIMEN51ON5 WITH FINAL ARCHITECTLIAL IDRAWING5 PRIOR TO COMMENCING FOUNDATION WORK. c( ANY CHANGES SHALL BE REPORTED TO ENGINEER IMMEDIATLEY) est-o" CO FDN STRUCTURAL NOTES STUD TABLE BRICK VENEER CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS AIR space I. WOOD FRAMING SHALL GOh DDI VtlThl SECTION 23 OF CEILING No. 2 SPF No. 2 SYP No. 1 SYP 20- 12d sinkers fFIE LATEST APPROVED ADDITION OF THE SBG CODE. Lap in double plate 12- 16d common 16-0.131"x 3114°gun nails 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 1/2" x 10`ANCHOR BOLTS ® 32- o.c. A MINIMUM OF 4'-O" AND NAILED WITH 12- 16d COM ./ 2" 2" x 1/6" WASHERS 6" o.c.on edges and 12" o.c. In the field with 0.131"x 2112" 4"o.c. on edges and 8"o.c. inNL1 NAILS OR 16- 3°x .131" GUN NAILS. k 8 ft. 16"oc- 24"oc. 16"°°. z4"o°. 1 s"Oc. z4"Oc. 6"o.c. on edges and 12"o.c. in the field with 8d common, LENGTH N 2 x 4 PT SILL ON SILLSEa_ box, screw shank or ring gun nails the field with 0.099"x 2"gunnalls GLIT CUT OR 16' E SHALL BE44' W m 2 SST- SPH4 N SIL °.°• SW-shearwal! g LENGTH FOR 1s'DEEP JOIST 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR g ft. 16"oc. 24"oc. 1 6"oc. 24"oc. 16"oc, 24"oc- 32" BRACED PER DETAIL. W 6x6• ,Dx,G WWM DR 3"o.c.on edges and 12"o.c. in the field with 8d common, 3"o.c.on edges and 12"o.c. in gun nails FlBERMESH REINFORCEMENT the field with 0.131"x 2112" -- SW 3 -shearWall box, screw Shank or ring 4. ALL SHEARWALLS SHALL BE NAILED AT 3" o�. OR 6' oc. 1 D ft. 16"oc. 24"oc. 16"oc. 24"oc. 16 °c. 24"oc. (A5 NOTED) ON ALL EDGES AND 12" or— INTERMEDIATE U) 1/2"or 7/16"Roof 6"o.c.on all supports with Sd common, ring shank or screw 6"o.c.on all supports with 0.131"x 2112"smooth, ring or 6"o.c.on all supports with 0.099"x 2" ring,screw or annular w/ 8d GOM NAILS N.Q.N.) BLOCK ALL UNSUPPORTED O Q Sheathing, 100 MPH shank,4"a.c. edge nailing with 4'of roof edge annular shank gun nails,4"o.c.edge nailing within 4'of roof edge shank gun nails,4" o.c. edge nailing within 4 of roof edge C, EDGES WITH 2x4 FLAGDX O , - BLOCKING. SHEARWALLS u, 4s•N �� SPAN SHALL BE 15/32° GDX OR 7/16" 058. (U.O.NJ 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. 'C GRADE 112"or 7116" Roof 4"o.c.on edges and 6 o.c. In�the field with Sd cammon, 4"o.c.on edges and 6"o.c. in �6 MIL VAPOR BARRIER OVER Sheathing, 110 MPH ringshank or screw shank the field with 0.131"x 2112" gun nails 5. STRAP HEADER STUDS TO !DOUBLE TOP PLATE w/ / 24"Oc- Z TREATED AND COMPACTED FILL ' AND NAIL 12 ft. N A 24"oc. N/q 24"oc. N/A 0 ;1-11 4SPH4/2 AILS OR 126 AT EACH D.O1 12 DERGUN NAILS. W/ 12^ [Od ES SHOULD BE 24"oc. r �— --- Simpson SPH4 12- 10d x 1-112" NAILS 13 ft. N/A z4"oc. N/A 24"oc- N/A nI 0 3 ysg coNr. .; Ler�rl 6. HEADER STUDS AND HEADER GRIPPE LL 0 MIN. 25" LAP CORNERS Sim son H5 8-8d common TOTAL NAILED TOGETHER AT 6"ar_ w/ 12d GUN NAILS ( .131x g" Provide 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH 14 ft. N/A 16"oc- N/A N/A 24"oc. W Simpson H16 (2) 10- 10d x 1 112 IN RAFTER; 10- 10d x 1 112 IN PLATE 24"oc. U1 Q d plates end (U.ON)4/6 CLIP AND NAIL WITH 12- IDd x 1 1/2 NAILS z Simpson LTS12 5-1 Dd common in rafter and plates 5- 10d x 1 112 nails in rafter an p NAIL w!11-1od COM 15 ft- N/A 16"oc. N/A 16"oc. N/A 24"oc. 0 IN EACH END LENGTH } Simpson MTS12 7- 10d common in rafter and plates 7-D.148"x 1 112"nails in rafter and plates TOP AND BOTTOM I Simpson CS16 AT 3z OC @ TO WIALL 71H5TAND THE DESIGN LOAD5 BASED ON A 00 OR C-OMPONENT5 MUST BE INDON, AND DOIMPHD U t IL TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER p w A Simpson LTA1 12-10d x 11/2" WIND ZONE. 16 ft. N/A 16"oc_ N/A 12"oc. N/A 16 oc. W = Simpson PH08 24-114"x 3"SDS screws S. ALL CONNECTORS ARE Simpson OR EQUAL. (U.O.N.) NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND co s TYPICAL 2-STORY BETWEEN FLOOR STRAPPING ♦� ++�� Fmpson q. FOUNDATION DESIGN 1S BA,SED ON MINIMUM SOIL CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESSANDMIN. "SHEATHING. V ,,2- , '°" ANCHOR BOLTS m 32" °.�• Sim son H 6 18-16d common SCALE: NTS BEARING CAPACITY OF 2„OOD pSF. pD„ ./ 2” x 2' x 1/8- WASHERS o z x a Pr SILL ON SILLSEa Simpson HTT22 32-16d sinkers 10. DESIGN WIND LOADS ARE BASED ON THE IqqQ SBGCI T SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE (L W w/ 55T- SPH4 32" o.c. EC f 10 160 WI TH W qD SPEED OF 100 MPH. STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. w m 6x6, 1Dx10 WWM OR FIBERMESH REINFORCEMENT LL = TRUSS < ca MANUFACruRER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR co LU j /-3-16d COM @ EA. 5/8' THREADED ROD WITH MIN.10"EMBEDMENTUj BLOCK TYP. HTT16 5!8'x8"WEDCEPNCHOR � • ( � SIMPSON LTT20 10-164 COM NAILS 13 BOTTOM OF SLAB HTT22 N/A " � _ 6 MIL VAPOR BARRIER OVER - TREATED AND COMPACTED FILL - USE EPDXY ANCHOR 518"THREADED ROD WITH MIN.10 EMBEDMENT �--, w 1 •�• INTERIOR BEARING FOOTING —3-12d COM (TYP.) SIMPSON HTTIO 18-16dcOMNAILS W 1-"MIN. _ — ONLY WITHIN LTT20 1rzx�"WEDGEANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT 8" —±MI — --^ — p 12" 1 #b's CONTINOUS 2X4 BLOCKING 24"OC. 5"OF EDGE CONCRETE. 0 3 #5's CONT. 3� -- —�. ". — .."—.... SIMPSON HTT22 32 184 SINKERS " C , _ $'• MIN. 25" LAP ® CORNERS PLUMBING WASTE LINE PHD8 NIA 7/8 THREADED ROD WITH MIN.15"EMBEDMENT —SHEARWALL SIMPSON PFiDB 24'/a"x 3°SDS SCREWS ❑ ❑ W 2 C) w TYPICAL MONOLITHIC POUTING WEDGE ANCHORS SHALL BE"BAWL"STUD"OR"KWIK-BOLT"OR APPROVED BTYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION 'a. EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT OR APPROVED EQUAL 2 L • LU M BRICK VENEER WITH 1„ AIR SPACE AND WALL TIES AT 1s"oe. VERT. AND AT BOTTOM of SLAB 32- 15/32"' CDX MAY BE USED IN LIEU OF 7 16 OSB C--- • F4 32" oc HORIZONTAL. 4"MIN, WEEP HOLES ® 48"oc. �.—r —r INTERIOR BEARING FOOTItiG AT 24" OC. a GALV- FLASHING 12" �—� #5's CONTINOUS PRE-ENGINEERED TRUSSES >. 2x4 PT SILL w/ SST- SPH4 A7 32" OC. 3•� ——————----- r�" QZ 1/2 x 10" A-B. AT 32" OC. PLUMBING WASTE LINE SIMPSON PA 61 EMB.STRAP D GARAGE SLAB THICKENED EDGE ROOF SHINGLES OVER 15 FELT w/ 2" x 2" x 1/8" WASHER LOWER REBAR AND FOOTING ? 4" CONC_ SLAB 2500psi w/ D AT 6" OC. ON ALL CQ IF NECESSARY rn FIBERMESH OR 6x6-10/10 WWM STEMWALL co a . sTEMWALL FOOTING 7/16" OSB SHEATHING NAILE - - - TRA�TwG INTERIOR BEARING FOOTING d SUPPORTS w/ 8d COM OR 8d RING SHANK. 9Cq 1�111�.I11 I 1 1 P. ��� PLUMBING PEKE I III H � CLEAN, TREATED, COMPACTED FILL � s" crnu sTeMwALL w/ 1/)4 VERTICAL HURRICANE ANCHOR AT EACH TRUSS Cv � — r AT 48 OC. AND ALL CORNERS, w/ NOTE: v a v ( SEE SCHEDULE Cq GRAD ) 5/8" TYPE "X" DRYWALL W J 12" HOOK AT SLAB AND 6" HOOK OPENINGS 7° 5' CIO WIDTH USE (1) 1' 0' 12 AT FOOTING. SPH4/6 4 �� (2) 2x_ SYP DOUBLE TOP PLATE w/ V 1 Cv d' O ►�4 BENT INTO FOOTING AND THICKENED � .r~ v z OPENINGS 5' 7D EDGE SST- SPH4-;6 AT 32" OC. Vl F 24" x 12" CONC. rr�� CD z FOOTING w/ 3 //5 s CONT. 7' WIDTH USE N (2) SPH4/6 70P AND e°rroM H4 VERT.-TYPICAL- (U.O.N.) CORNICE DETAIL AS w p2'-0" SPH4/6 AT 32" ox. NOTE: (TYPICAL) STRAPPPING (LINO) 145 CONT. PER BUILDER'S SPECSz TYPICAL w zPLACEMENT OF SIMPSON PA51 EMB. STRAP D NOTES: ^ TYPICAL STEMWALL w/ BRICK VENEER ANCHOR BOLTS N � 5/H" TYPE "X DRYWALL r� { ATYBE EITHER SIDE I\�//I "..// OF K111G STUDS. PLATE MUST BE a CONT. BETWEEN BOLT AND KING E-1 BETWEEN FLOOR STRAPPING or Cq 4 2z4 PT SILL w/ SST- SPH4 AT 32"" OG. STUD CONCRETE SL • O " PB w/ F 1/2" x 1D" A.B. A7 32" OC- ANCHOR BOLTS 6x6, 10x10 WWM OR MAXIMUM TRUSS UPLIFT OF CLIP AS PER TRUSS CONNECTOR SCHEDULE 0MUS 0 6 WI 24 WITHIN FIBERMESH REINF. 5PH4'S @ 32"aC.TOP&BOTTOM= 8209's ON TRUSSES SPACED �' �MM "oCW w/ 2'" x 2" x 7/8" WASHER STUDS . LL 4" CONC. SLAB 2500psi w/ O FIBERMESH OR 6xfi-10/10 WWM I q d 10 1-10 1/2" x 10" 'e ANCHOR BOLTS VAPOR BARRIER OVER MAXIMUM TRUSS f340tF'sONTRUSSESS ACED (2) LAYERS 5/8" TYPE "X" DRYWALL >--, AT 32" o.c. SPH4's @ 16 ac.TOP 81 BOTTOM= r 6 MIL ON RESILIENT CHANNELS (TYPICAL) TREATED & COMPACTED FILL C W cDNr. 24"oc. (NEB-200 ASSEMBLY E2) CV -I (�) 2x� SYP DOUBLE TOP PLATE co 4 11=I -111-111=Li= -III=111-'' TYPICAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 160011�'s � 1111- -I Ili.' CLEAN, TREATED, COMPACTED FILL - SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. 1 r I I I SCALE: 3/$'- 1'-0" TYPICAL NON-BEARING STEP FOOTING O I1= =11—' B" CMU STEMWALL w/ 1#4 VERTICAL 5/8" TYPE "X" DRYWALL 0 GRAD I` I- AT 4$" OC- AND ALL CORNERS, w/ LL SPH4 at 32"oc. } ' 12" HOOK AT SLAB AND 6" HOOK Q 1 12 2x� SPF #2 STUDS AT 16 OC. AT FOOTING- REFER( REFER TO WALL SECTIONI FOR TYPICAL ANCHORS 7116"STRUCTURAL ROOF SHEATHING 1/2" THREADED ROD �Cl' O 24" x 12" CONC. 1 #5 CON1T. D FOOTING w/ 3 #5's CONT, D 4" CONC,. SLAB 2500psi w/ M5 CONT or USE 1/2" 2x4 OUTRIGGER @ 48"oc, FIRST FLOOR WALLS I FIBERMESSH OR 6x6-10/10 WWM x 14" ANCHOR BOLTS c� HURRICANE CLIP H-25 OR EQUAL ARE TO BE S a BLOCKING REQUIRED BETWEEN OUTRIGGERS TYPICAL STEMWALL - " ' @ 4$"Dc. I - 4� _ 2x8 PT SILL w/ �'2" x 8" GRADE SIMPSON A35 A.B. at 32"oc. ATTACH TO (2) LAYERS 5/8" TYPE "X" DRYWALL w D 2x4 BARGE RAFTER CONT. � _ THREADED ROD WITH COUPLING ON RESILIENT CHANNELS � 2x4 BLOCKING Lu JOINT NER-200 ASSEMBLY E2) Ca a CEDE CLEAN, 7REATIED, COMPACTED FFROM GABLE END SHINGLE STRIP 8" (DB LINTEL OVER 8" U LINTEL ILL 4'it w/ #5 CONT IN EACH COURSE �< m rU.] y FASCIA ( RILL ALL CELLS) ❑ �' a O ~ --tet -b .a 1 2x4 SCAB CONT.TOP TO TOP CHORD OF GABLE END TRUSS a �1yt�1 8" CMU WALL w/ 15 VERTICAL ° GLEAN COMPACTED FILL BOTTOM DROP 3112" 4" CONC. SLAB 2500psi w/ � a CHORD @ 8'FROM GABLE „j 1 #5 CONT. I g" i AT 4�8" OC. AND ALL CORNERS, w/ CONT.2X4SCA8FROMTOPTO FIBERMESH OR 6x6-10/10 WWM �� p LU TYPICAL FOUNDATION IN GARAGE 3-12d NAILS TYPICAL AT BOTTOM CHORD @ X-BRACING 12" HOOK AT SLAB AND 6" HOOK O m LLJ TYPICAL THICKENED EDGE FOOTING J ACING (PROVIDE ADDITIONAL 2x4'5 @ zAT FOOTING, U E a VERTICAL IF HIGHER THAN 48", 2x4 SCAB IF VERT.WEB IS TO FORM AN"L"SHAPE.) 2 x 4 STUDS ® 16' o.c. NOT o Q W No. 2 or Bt. SPF 2 x 4 STUDS @ 16" o.c. w F z LL No. 2 or Bt. SPF CUP STUDS TOP AND BOTTOM PRESENT TOE NAIL TRUSS TO DOUBLE W s�•• TYPE "X" DRYWALL sig" TYPE SID DRYWALL WAL W/ SST- SPH4 0 32" ox. PLATE wl 16d COM @ 8"oc. � z� � ��� m AT EACH SIDE OF WALL CLIP STUDS TOP AND BOTTOM AT EACH SIDE OF WALL W/ ssr- 5PH4 32" CONT.2x4x8 #2 SYP LATERAL ca w a a � Wzz� H G1�•vlprry� o a.ala: w5--.. z� w L7 1/2" x 7" WEDGE ANCHORS < v�' Z D- W ® 32" o.c. BRACE @ 48"oc. BOTTOM CHORD OF GABLE 1/2" x 7" WEDGE ANCHORS a' CONCRETE SLAB w/ END TRUSS rA A "� © 6x6, 10x10 WWM oR 2x4 BLOCKING @48 oc. r" 0." CONCRETE SLAB w FIBERMESH REINF. 30" X 12" CONIC. �w -Q z� w A E' Q fi MIL VAPOR BARRIER OVER A p; � F 0 6x6, 10x10 WWM OR/ TREATED & COMPACTED FILL BETWEEN GABLE AND FIRST w w w�' a a x W FIBERMESH REINF. TRUSS 2-2X4 TOP PLATE FOOTING w/ 3#5'S CONT. w -4 r4 z Q a z e 44 : SIMPSON LSTA 24 @ 48"Dc. q W � , 2'-s" �4 TRANS at 24"oc. W w wz�' x� �� ' ; �' �, �caoap"wF-•�cq�a ,, :. - , p rap raE• �a 13 ow •., ;`;: d.d v Z 2X4 STUDS @ 16"OC. x z ra4: Ua a.l w o w . �axAa: e-• B" 6 MIL VAPOR BARRIER OVER 2X4 X-BRACE @ 8'-0"Oc. w `y''fb •`d"•'� r�'. TREATED & COMPACTED FILL (3) 5's CONT. ALL MEMBERS SHALL BE SYP SHE Fr:W �$.. 8„ (3) �HL.GFI 5"s CONT- rr�� r • TYPICAL EXTERIOR WALL SECTION uj ij TYPICAL GABLE END ( X-BRACING ) T TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTERIOR BEARING FOOTING r SCALE: 3/$"= 1'-0" Q F z 0 W W 7)) SHEARWALLS NAILED AT (o"or- ON EDGES 5HEARWALL5 NAILED AT &"cc. ON EDGES AND 12"oc. IN INTERMEDIATE SUPPORTS AND 12"oc. IN INTERMEDIATE SUPPORTS LINTEL LEGEND WITH 8d COMMON NAILS. WITH 8d COMMON NAILS. (=LINTELS OVER MASONRY OPENINGS SHALL 5PEARWALL5 NAILED AT 3"oc. ON EDGES 5HEARWALL5 NAILED AT 3"oc. ON EDGES E POWER STEEL MODELS or ALTERNATE AND 12"oc, IN INTERMEDIATE SUPPORT5 AND 12"oc. IN INTERMEDIATE SUPPORTS AS FOLLOWS (U.O.N.) : WITH Sd COMMON NAIL5. WITH 8d COMMON NAILS. #b VERTICAL REBA►R IN �= SPS 2.5- 16C-L2 or 8 OB LINTEL BLOCK OVER 8" NOTE: ALL LOAD BEARING HEADER5 SHALL BE NOTE: ALL LOAD BEADING HEADER5 SHALL. BE (`� Z LIEU OF #5 AT THE5E PRECAST LINTEL WITH (1)#5 A MINIMUM OF (2) 2XIO No.2 or BT 5YP (U.O.N.) A MINIMUM OF (2) 2X& No.2 or BT SYP (U.ON.) " LOGArTION5 IN EACH AND FILLED. d � BB = 8PS2.5 - 8C - L2 or V $" PRECAST LINTEL FILLED w/#5 CONT ONOTE. ALL LOAD BEARING HEADER5 SHALL, BE C7 • O A MINIMUM OF (2) 2XI0 No.2 or BT SYP (u.O.N.) ��g" THREADED ROD ANGHOR 'aw/ 15 EMBEDMENT IN EPDXY ( TYP I GAEL • • #6 VERTIGAL. RE13AR IN LIEU of #5 AT THE HTTIb © a LOCATIONS HDI OA o � �„� • SHEATH BOTH SIDES OF THI5 5HEARWALL IJ , W Q B • (3) G5)b W -- -- -- -- -- - ---------- • PHDS 'HTT22 PHDB PHDB HTT22 G516 (3) SYP STUDS HTT16 (2) 0516 (2) 0516 (2) 051 b � (3) G516 r10 — — = _ _ o SYP STUDS lJ TRUSS As--I (3) " �' co HTT16 04 ArL.IGN w/'TRU55 2) 1 3/4" x II _W' LVL v 1 Nco r A-1 UNDER 5HEA�RWAiLL (3) SYP STUDS U) J � • ❑ L - X • B HTTI b W Q HTT16 J W 5 � #b VERTIGAL REBArR IN z � LIEU OF #5 AT THESE • LOGA�TIONS (2) G516 Q y B (2) G51b � _ CID •.. O CID GU5TOM BRACKET LO � • `^J �.. W o�' 2'-10" min. 2'-10" min. � • 5 y�" x 5 y4" PA�RA�LLA<M \� P05T ON A E3Ubb AsNGHOR O 001 • 2�'� (2) 5PH4.#rTOP 2 - 2 x12FT (TYP) ri TT22 BOTTOM 04 lyra PT POST ON SIMP50N A13U&6 • � POST BASE wl (2) SIMPSON H6 CLIPS AT BEAM ABOVE or USE H1716PERMACA5T DETAIL. (TYPICAL) o Ir �/4" A307 50LT5 8„ 4" THRU BEAM HTTI6 , 2„ � n J- - o N - c - C9 � z u 4" x 8" x /a" ANGL E6 VERTIGAL REBAtR IN • �"' 5/a" EPDXIED ANCHORS �B LIEU OF #5 AT THESE w/ S" EI"1BEDI"IENT �� � 0 , LOG/4TiDN5 p� � o Hi CUSTOM BRACKET DETAIL o SEI EFF FIR5T FLOOR &HEARWALLS 5ECONED FLOOR 5HEARWALL5 THIRD FLOOR 5HEARWALL5