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353 2ND ST - REVISION 1-15-18 DRAWINGSJAN 1 6 2018 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 OFFICE COPY ea,ll +1"s To -1—s (°IG 4) 4.7 -S 7 4 -1 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date - Revision to Issued Permit X Corrections to Comments_ Permit #�AEJ47- w Project Address Contractor / Contact Name Phone �(% 7 % ?_11Y Email Joe Description of Proposed Revision / Corrections: Permit Fee D e � Additional Increase in Building Value $ /2 00 Additional S.F. 0--e By signin low, I C C . affirm the Revision is inclusive of the proposed changes. (printed name) l -f ail S atur of Con or/Agent (Conti for must sign if increase in valuation) Date (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments 6of9 TQ Lo 't o to c o, 12V e De artment Review Required: n(0 -Ni n & Zoning viewed By 9 Tree Administrator Public Works Public Utilities l Z T— tel 1p- ' Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 It Call Jots (104) 4-7 (,.S"7 q g REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date - Revision to Issued Permit Corrections to Comments Permit #',Q;('�'Q2U�/ Project Address ,, f Contractor /Contact Name a "-I-e ( '—Q -C 'f' Phone Joy 7 V- Z -1/Y Email lJC Description of Proposed Revision / Corrections: Permit Fee Due $ Additional Increase in Building Value $ /Z, ®O r Additional S.F. 0-0 By signin low, I e C . affirm the Revision is inclusive of the proposed changes. (printed name) S Z atur . of Con or/Agent (Contr for must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Bu' Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services i HEADER / BEAM CALL -OUT LEGEND (2) 2x6 —1/2 WHERE: (2) NUMBER OF PLIES IN HEADER 2x6 SIZE OF HEADER MATERIAL 1 NO. OF JACK STUDS EA SIDE OPENING 2 NO. OF KING STUDS EA SIDE OPENING c. LEGEND SW SHEARWALL SEGMENT INTERIOR BEARING WALL 8" REINF. CMU WALL NOTE: LVL 2.0E MIN UNO (3) ROWS 16d (2) ROWS 16d 0 12" o/c EA SIDE 12" o/c EA SIDE 2 -PLY BEAM 3 -PLY BEAM -PLY BEAM (2) ROWS 1/43-1/2" SDS SREWS 0 12" o/c EA SIDE R 4 -PLY BEAM BUILT-UP BEAM DETAIL I s 1-1/2° 1 BUILT-UP COLUMN NOTES: R 1. TYPICAL CONNECTION FOR o N STUD COLUMNS, JACK TO I .KING STUD ASSEMBLIES, &2x4 MEMBERS: . CORNER POSTS. o �1) ROW OF 10d NAILS 0 6" O.C. 2. CONNECTION REQUIRED o STAGGERED FOR EVERY PLY IN ADDITION TO 2-PLYS. 0 2x6 MEMBERS: (1) ROW OF 1 O o NAILS 0 4" O.C. STAGGERED o 2x8 MEMBERS: o (1) ROW OF 1 Od NAILS0 3" O.C. o STAGGERED 2x4 SYP2 OR 2x6 SYP2 BUILT—UP COLUMN DETAIL I OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY N ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE ; CONSTRUCTIQN. THE. DESIG Q PERSONNEL DURING SOLE RESPONSIBILITY OF THE CONTRACTOR. k M _ 4-12D TOE 2X4 NAILS: ( 2 EA SIDE 1 BETWEEN OUTLOQKERS I I STRUCTURAL CTU RAL Bc CEILING PLAN MAIN 2x4 SYP OUTLOOKER J.O ®24 O.C. Y 4 II, 4 —12d T E c NAI ( LS 2 A 4' SI 'E 1 NEW CEILING BEAM NEW CEILING BEAM x16.0 LVL 54 21.75 75x16 .0 LVL ( ) 2L I f f i 2x6 SYP 2 COLLAR I� TIES W/8 -12D NAILS i EA. END OF EA. .100 '00� 1100 OleRAFTER" TYP. EXISTING CEILING EXISTING CEILING UT .. 2 1.75x1 8 LVL. C P 2 ROOF • O 2x8 SY • NEW CEILING JOIST JOIST TO BE „ LJ JOIST TO BE REMAIN IN FIELD TO ARCH 14 JOIST 24 O.C. REMAIN SEE PLAN R WS26 HANGER LUS26 HANGER 0 NEW FASTEN TO NEW FASTEN T CEILING BEAM CEILING BEAM CEILING SECTION PORCH SECTION 2 rl-"� k S3 S3 W Q Q r c. \ 0 W 0 V) Ld z 0Z 0 U U) Ld = U o Q W U-) ry U 2 � o z� M LLiuj ,Q M W fnR Qrn Z6 20 CD!L t -Q W m J c� N Wco6U � cn —�N ':. 0 0Q - zch cn 22 b C ^ Q L.LL 0 Q 04 �. O J Lt- 0 st. r, y J 1• ��j,�h •..••.••' 0 (n z J J Q ryQ C) ryI— U) z N Z Q (n Ld C) z Q Lli F D 0 J L.iJ L>_ (.Li ` w ry I— U (n Q Z 0 Ld Z m 00 U) U U L.iJ _ Z Q � J 0 ►� a DRAWN BY AOB DATE 05.04.2017 SCALE AS NOTED DESIGNED BY DVL JOB NO. 170502 SHEET No. S30F 5 t . 2x8 SYP 2 JOIST TRUSS PLAN GENERAL NOTES. I RAFTER 2x4.S# YP 2' BEARING STUDS _OUTLOOCKER ONLY BEARING STUBS WITH GREATER THAN 2400 LAS 2x6 SYP 2 ARE INDICATED ON TRUSS PLAN. COLLAR TIE I (BEYOND) .UPLIFT CONNECTIONS I II ONLY TRUSSES WITH GREATER THAN 615 LBS ARE INDICATED ON TRUSS PLAN. "OTHER BEARING STUDS AND UPLIFT REQUIREMENTS ARE LISTED IN FRAMING PLAN NOTES 4x4 KING POST w 2 MTS12 TOP AND BOTTOM. I (2)1.75x14 (2)1.75x14 LVL SIMPSON SIMPSON LUL MGU3.63-SDS BEAM BEAM MGU3.63 SDS 2 1.75x18 CUT ARCH v ONE FLANGE ' w ONE FLANGE O / CONCEALLED TO 14 CONCEALLED i .:. 6x6 P OST GABLE. ELEVATION 6x6 POST 1 S4 I a 7 LO Q O D C� 310 m 01<1 U) w z' O z Z 1= ,U C� U = V W U E �a N M `j U 2 V MO Z m M rn W w a!H Q (3) 0 Z a w _ Fd W 00 - o N W Jc0W - N U 0 O p Q.= Z fn (n Q y Q -i n Q LL Q � ' O U N T J 111tIHi►►►, .�; * • 0) «, C� � p � • Z Q J CL Li O O ry J Q z 0 I-- 71 Ld z 0 Li U z Q -o W _ 0'' ^ V / -' SI LLJL ' cr � U Q Z W Z m O U V) U - Z LL] F (n Z Q In E-- ISO Q ; DRAWN BY AOB DATE 05.04.2017 SCALE AS NOTED DESIGNED BY DVL JOB NO. 170502 SHEET No. S40F 5