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HomeMy WebLinkAboutREVISION 7-17-19OFFICE USE ONLY: DATE FILED: 111I PERMIT # 1808-0637 REVISION FEE: 5 ©t_) r RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FILE COPY FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION REV LOCATION/SITE ISION ADDRESS: 3755 Eleven Mile Road, Fort Pierce, Florida 34945 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised roof framing plans per inspector request to depict left (west) dormer actual location which is depicted correctly on the truss engineering layout and architectural elevations sheets. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 059365 ST, LUCIE CO CERT. #: 27133 BUSINESS NAME: Kerns Construction & Property Management Corp QUALIFIERS NAME: Charles D. Kerns ADDRESS: 540 NW University Boulevard, Suite 204 CITY: Port St Lucie STATE: Florida ZIP: 34986 PHONE (DAYTIME): 772-985-5015 FAX: 772-209-7700 OWNER/BUILDER INFORMATION: NAME: David Lloyd ADDRESS:3803 Eleven Mile Road CITY: Fort Pierce STATE: Florida ZIP: 34945 PHONE (DAYTIME: 772-528-2034 ARCHITECT/ENGINEER INFORMATION: NAME: J. Scott Baruch & Associates, Inc. ADDRESS: 178 Beacon Lane CITY: Jupiter PHONE (DAYTIME): 561-768-6224 FAX: STATE: Florida ZIP: 33469 FAX: SLCCC:311 r; � I O N Revised 0616/30/I7 � 211X4" #2HFmin @ 16" OC MAX (2) 16d TO TRUSS (2) 16d TO FASCIA —� 2x4 BLO KING @ 48" O.C. (TOP ANP BOTTOM CHORD) FIROaS 3 TENDS SPACES REVISIONS PLAN REVIEW 5/8"CDX PLYWD SHEATHING NAILED TO BUD WALL W/ 8d NAILS @ 6" O.G. FIELD & 4" O.C. SEAMS & EDGES PAPER BACKED METAL LATH PLASTIC CONTROL JOINT (SEE PLAN FOR LOCATIONS) STUCCO FINISH FLUSH W/ CONTROL JOINT STUCCO OVER PAPERBACK METAL LATH ON 1/2" PLYWOOD SHEATHING NAILED W/ 8d 4" OC @ EDGES, 6" OC MAX IN FIELD (1)MSTA18 —� @ TRUSS TO CONIC BELOW 24" OC MAX / 2"x WOOD STUD WALL OR TRUSS BLOCK WALL BELOW CONTROL JOINTS @ FRAME/STUCCO WRAP MSTA24 STRAPS STUDS TO TRUSS, 10d ALL HOLES TO WOOD CGABLE WINDOW OPENING (SEE MANE FOR ROUGH OPEN'G DIM: 6d NAILS (TYPICAL) GABLE END DETAIL SCALE N.T.S. :ERED WOOD @ 24" O.C. DIAG. "X" BRACING -AK AND AT 1 /3 FROM K TO WALL 0 CAST — CRETE LINTEL TABLE GRAVITY UPLIFT /, /i/t LENGTH OF LINTEL ALLOWED LOAD (PLF) MAX PPLI �PLF) AD ALLOWED LOAD MAX APPLIEDLOAD TYPE REMARKS 1 4-0 8974 1944 4853 929 81`24 1 T, 1 B 2 7-6 5681 812 2571 432 81724 1 T, 1 B 3 3-6 8974 1761 5591 1257 81`241T,1B 4 9-4 3486 1944 1811 929 SF24 1 T, 1 B 5 7-6 5681 5001 2571 2354 8F241T,1B 6 5-4 7342 <500 3607 515 8F24 1 T, 1 B 7 9-4 1843 397 1133 361 SF16 1 T, 1 B MINIUMU LINTEL DEPTHS SHOWN. DEPTHS MAY INCREASE WITHOUT COMMENT DO B" X B" CMU BLOCK w COLUMN RETURN F F F f F o a a a a Q 4 QI ¢ < �Ir ¢ CO ]TER FLASHING =40M O ROOF ON BAY 2• - ¢ �QI I F �I I� M� o IF II II II II II II II O3 O I IIII 11t<TitTYPICAL 00 °ID °o 0 0 o11Q GABLE END TRUSS (shown shaded) I I I I I I I I I I I I I I I I I u n II n 9'-d1 BEAMM IfIGHT n u I u u 1u11 u u II II O 1I 2"x 4" SPF#2 STUDS II I II II II II II LU = I II (IIII II II @ 16" OD max I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I lull I I I I ~ I I I m = I II II II II II I I I c f I II II II II 11 I f) II II II II IIII ❑ II IIIII II II II I ° II II II II I ALL II it II 03 11 I II it II II 11 II I1 2II4 B RING II Il i II IIIII T P OF ALL -0"AFF ' III I II II II II II 1I 12OD II I II II II II II II II II I „ I II II II 0 11 II �`7.F711 F1301 II II II I II II II II IIif I II II I I II I I II II II I II II 11 11 II II II II II III II I II II II I II II II 0" B�IIII EIGHT II IIIII II ° II II II ( II II II II II II II II I II II II II II IIII II II II II II IIIIE=�I_�I_�-_ Ff01 w m 204 ' •BEARING WALL II II II IIIII II II _• Q I TOP F WALL ® 9'-0"AFF II II II II II I II 11 II II II IIIIII 1 II u I II II II II II II n „ .. L1 v u a < LI LI u A IJ ^ d.J LJ 14q a I J d d MLSJTA24 EA-CHJ STUD TOTRUSSAND CONIC BELOW 2x4 BLOCKING @ 48" O.C. (TOP AND BOTTOM CHORD) @ FIRTS 3 TRUSS SPACES (2) 1 Od EA. END ------------- 3-1 Ed NAILS ENGINEERED WOOD TRUSS @ 24" O.C. 2x4 DIAG.'W BRACING PEAK AND AT FROM @ O PEAK TO WALL GALVANIZED VALLEY FLASHING (1) M87A18 W/(14) 10d BOTTOM PLATE TO TRUSS BELOW 24" OC MAX 2N4' SPF#2 BOTTOM /- ROOF TRUSSES scale: 1 /211 = 11-011 2'X4' #2HFmin @ 16" OC MAX (2)161 TO TRUSS (2) 16i TO FASCIA H-1 EACH END OF TRUSS TO DORMER KNE EWALL BELOW (1) NSTA18 W/(14) 1 Od -@ TRUSS TO FRAME BELOW 24" DC MAX - DOUBLE 2'X4' TOF PLATE - HAADI-PLANK 5/18' LAP SIDING OVER VENTED RAIN SCREEN OVER TYVEK, NAILED Wild x 2V GALV BOX NAILS @ 8'OC VERT & 16'00 HORIZ TO 5M'CDX PLYWOOD NAILED W/ 8d OALV. NAILS @ VOC MAX @ EDGES & 8' OC MAX IN FIELD , SP4 EACH STUD TO TOP AND BOTTOM PLATE - SIMPSON TS18 FL NO ALL AR ND (TYPICAL) NOTE: RUN ALL CORNER STUDS T013OT70M CHORD OF TRUSS, SECURE EACH STUD W/ 0) 16d NAILS (TYPICAL) 15 ON FOQl CONNECTOR NOTES _ 4VO PII UNLESS OTHERWISE NOTED: G V'� �\, TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY. `�'jO�GQ`�I �` UNLESS SP CIFIED CONNECTIONS TRUSSONLY, LAYOUT, TRUSS UPLIFTS ARE 1800# OR LESS. GOO �+vG STRAP TRUSS TO EACH CONCRETE BEARING W/ (1)HETAL20 W/ 10-10d x 1 1/2" NAILS 91 n`QGG ' V STRAP TRUSS TO WOOD BEARING W/ (1)H10 W/ 16-10d NAILS. FOR 2PLY MEMBER TO CONIC CONNEC11ON (2)HETAL20 W/ 14-16d x 1 1/2" NAILS PER STRAP. FOR 2PLY MEMBER TO SNOOD CONNECTION USE H10-2 W/16-10d NAILS AND (2)MTS18 W/ 14-10d PER STRAP14 KING TO WOOD BEARING USE HCP2 W/ 10d X 1 1/2" NAILS TO ALL HOLES. TYP. COMMON AND END JACKS 7' AND LESS (MAX 400# UPLIFT) USE (1)HETA20 W/ 10-10d X 1 1/2" NAILS FOR CONC. CONNECTION. OR H10 W/ 16-10d NAILS FOR WOOD CONNECTION. POST CONNECTIONS, UNLESS OTHERWISE NOTED: 0 BASE (1)ABU44 W/ 5/8"X6- EMBED WEDGE BOLT TO CONIC/ 16d ALL HOLES TO WOOD. HEADER CONNECTIONS: (2)HETA20 W/ 14-16d PER STRAP FOR CONC. CONNECTION. FOR WOOD CONNECTION SEE POST TOP CONNECTION. USE HUS410 FACE MOUNT TO CONCRETE AS NOTED. USE 1 1/2" 10d NAILS IN STRAPS UNLESS OTHERWISE NOTED. NO SPLITTING OR CRACKING ALLOWED. VALLEY TRUSSES TO TOP CHORDS OF TRUSSES BELOW: (1)MTS-18 12-10d PER STRAP - 1 0 EACH END/ 48" OC MAX THEREAFTER MAXIUM LATERAL FORCE EACH TRUSS 80#. SCANNELA BY StLurlormim fill 11 If it )� /� hI�II 6P till Cl u ' al MA ITI 211 EEO: r it 1 1'• •• '7 11 F•1� I Q • a• it I/FT02 rl �, • it ' /.PF02 Ell 1' 011 I lFT02I [ I �, — o - .'', • / V I lit •.•••••••. r•• • ••. •••••r•• •v••••, •• 11/"CZ'JOI. f' �._-� �1T111 :/-- it _11/I ...........•;ro❖.❖J::•:,;oso�.❖.r,❖s•:-.5............r�..... � ,'. 11� — -- ,. -- - - — -e: - - -- --- ;,; p e pr - Q� - - : . O .... ♦•LD���iJ• 11 •••v�r•v•♦•�s•••�,•w'v-.':->-.-w'••'••'r�'vvv-r'cv ••.r © C] r ='--.!._._•:•: _•.,:_::1_dC11111�1■■'r.�l_•..•.�....•CI�CIC�plEll mini IIIIIIIIIIIII11im 11 l�i:�.�.�,�.•.!.�4!�!.�.*.!.1.!r2.!.!4�s�s�.!Cl�� ]1 MNIM I�lffl TITAN 2 CONIC SCREWS TO CO •• TO WOOD 1 ,i © REVISION NO. 3, JULY 3, 2019 �1 AMEND LOCATION OF DORMER TO MATCH TRUSS LAYOUT AND ARCHITECTURAL ELEVATIONS. - 111 \ :� I I I■ L I11 ••D BEAM • BETWEEN Roof Plan HUC212-3 W/ (22) 1 /4"x 1 3/4" TITAN 2 CONIC SCREWS TO CONC & (10) 1 Od TO WOOD NOV. 21, 2018 2 CLIENT REQ. APR. 25, 2019 WEST DORME1 DULY 3, 2019 G00 O L W CQ z W o Ica(r LL a) 2 O LL Cl) W W -C I— W > LU O 00 0 LL Q OTY� v / l6 !`t W Q U O �� M 0 06 /0 Lr LL � 2 Q Q0 U d00 MW � I � U0 U O �00 00 r rn v! DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB INC. SHEET DORMER DETAIL SCALE 1/2-cV-0" scale: 1/41' = T-O" 5 of 7