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Home My WebLink AboutLA22-000068 (2815 CPR) Ex B2 Construction PlansHOLD HARMLESS AGREEMENT: THE DESIGNER IS NOT SUPERVISING THE WORK ON THIS PROJECT. THEREFORE, THE USE OF THESE DRAWINGS BY THE OWNER OR ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN, CONSULTANT, OR WORKMAN SHALL CONSTITUTE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND THE DESIGNER. THE USER SHALL IN FACT AGREE TO HOLD THE DESIGNER HARMLESS FOR ANY RESPONSIBILITY IN REGARDS TO THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER SHALL BE HELD HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO ANY COSTS OR PROBLEMS ARISING FROM THE NEGLIGENCE OR FAILURE TO COMPLY WITH AND ADHERE TO THESE PLANS AND SPECIFICATIONS. THE DESIGNER IS NOT UNDER CONTRACT TO OVERSEE THE CONSTRUCTION OF THIS PROJECT OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES IN CONNECTION WITH THIS WORK. THE USER OF THESE DRAWINGS AND ANY SPECIFICATIONS CONTAINED HEREIN, HEREBY AGREES TO HOLD THE DESIGNER HARMLESS FROM LIABILITY FOR DAMAGES AND PROBLEMS ARISING FROM ACTS OR OMISSIONS OF OWNER, TENANTS, CONTRACTORS, SUBCONTRACTORS, TRADESMEN OR WORKMEN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT THE DESIGNER TAKES NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR CONTRACT DOCUMENTS. DESIGNERS DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED FOR THIS PROJECT ARE INSTRUMENTS FOR THE DESIGNERS USE SOLELY FOR THIS PROJECT. DESIGNER IS THE AUTHOR AND RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. OWNER IS PERMITTED TO RETAIN COPIES OF THE DESIGNERS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS OR INFORMATION AND REFERENCE IN OWNER'S USE AND OCCUPANCY OF THE PROJECT. DESIGNERS DOCUMENTS SHALL NOT BE USED BY OWNER OR OTHERS FOR OTHER PROJECTS, FOR ADDITION TO OR COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY WRITTEN AUTHORIZATION AND COMPENSATION TO THE DESIGNER. LIMIT OF WARRANTY OF DESIGNERS WORK PRODUCT THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANTY OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT THEREIN BEYOND A REASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS, OR DISCREPANCIES ARE FOUND TO EXIST IN THE WORK PRODUCT, THE DESIGNER SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE DESIGNER OF SUCH CONDITIONS SHALL ABSOLVE THE DESIGNER FROM ANY RESPONSIBILITY OF SUCH FAILURE. ACTION TAKEN WITHOUT KNOWLEDGE AND CONSENT OF THE DESIGNER OR IN CONTRADICTION TO THE WORK PRODUCT OR THE RECOMMENDATIONS OF THE DESIGNER, SHALL BECOME THE RESPONSIBILITY OF THE PARTIES RESPONSIBLE FOR TAKING SUC I HEREBY CERTIFY THAT THESE DRAWING SUPERVISION AND TO THE BEST OF MY CODES OF THE STATE OF MINNESOTA. SINE (O.H.W.) SINE 963 961 960 958 956 954 952 950 948 946 944 942 940 938 936 934 932 930 o o ffit PAM 611912025 PLAN #: 23-0610 5Vf lf1 z 1U NOTE: NOTE: sun TOP OF WALL 6 TO 1 BOAT HOUSE STAIR BE ADJUSTED PER 1 AND DECK RAILINGS SITE CONDITIONS & NOT SHOWN FOR ENGINEER'S CLARITY RECOMENDATIONS 960.8 960.8 961 OLD T.O. WALL 960.8 960.3 959.9 960 959.5 Z -__- 957.4 -__- 958 957.0 _______________________________ ______________________________________________ _____________________= 956 , ------------------------------------------------------------------------------ 953.4 =_____________________________ __ ________========================================================= 954 953.2 ---- d - ---------------------------------------------------------------------------------------------------- 9 5 2 ---------------------------------------------------------------------------------------------------- -======------------____________________________--- _____-__-------- _______ ________= 950 9 48. 8 ----------------- M ---_-------------------------------------------------------------- 9 48 ----------------- - -- - -_--------_--_- -_----_---_-----_------------------------ -- - i -------- -- ---- ----------C C------------------------------------------------ -� ________________ ____ ______= =c -__________________________________________= _ - 946 C C ---------------- ------------------ ----------------------------------------- - ---------------- ------------------- C --------------------------------------- - ---------------- --------------------- ------------------------------------- - ---------------- ----------------------- G----------------------------------- - 944 9 42.7 =_______________ _======================== ________________=�__________= 9 4 2.6------------------------------------------------------------------------------------------_________________ - - - - 942 ------------------------------------------------ ----------------------------------------------------------- ------------------------------------------------ 9 3 9.6 - - - -__________________________________________________________________________________________________________= 940 9 3 9.5_______ ______________________________________________________________________________ _______ _____________________________________________________________________________= 938 ------- - ---------------------------- ------------------------------------------------ ____ _________________________________________________________________________________ ____= 9 3 6 ------------------------------------------------------------------------------------- ----- _ ------------------------------------------------------------------------------------- ----- ------------------------------------------------------------- 933.5 ____________________________________________________________ _____ - - - - 934 IY� DAB: 932 930 929.4 CONTOUR - LINE (O.H.W.) 0 r01'&LYMVI%PFORA5-61lI.rGON MON5 ELEVATION - SCALE: 1 /411 = 11-01' 6i0610 2 OF 1 stw z v� ORIGINAL TOP OF WALL < � � �Zo� 6'-10' Z ----------------- ---- ORIG. DESIGN DECK ABOVE 180 SQ. FT. r— n r- 9 6 x11 0n BOAT HOUSE 105 SQ. FT. I 10'-0" x 14'-0" DECK ABOVE I� 10'-0"x14'-0" i I NEWDECKDECK ABOVE I 9 -6 x10 -2 148 SQ. FT. BOAT HOUSE 9'-6"x10'-2" BOAT HOUSE \ 94 SQ. FT. 3/_0# NOTE: �-- -------- —T--q— ---- J-- ---- --IILES RED _ DASHED LINES REPRESENT ORIGINAL I DECK AND • BOATHOUSE LOCATION 51 -6 PER GRONBERG'S SURVEY DATED 5/18/2022 � i I � I I i I I � i I i I I i I i I I 4'-2' � � T i I � I � 29'-9' i 3 5 27'-9' ME PAM TOP OF ROCKS 16'-0' i i 12'-7' Q 1"01w mvi5ep roRA5-BI,L1'CONt hvN5 i i i 929.4 CONTOUR MM#; L N E O. H. W 20-OAO ftw or 9 %tw SET POST TO CONCRETE PIER W/ "SIMPSON" POST BASE TYP. MIN. 1/2'1 X 1'-2' LG. A.B. (BENT) o OR SET 1/2" X 7 1/2' LG. A.B. (OR o• SIMPSON 9XP' BOLT 1/2'0 X 7 • 1/27 WITH EPDXY GROUT INTO S/8.0 HOLE d r CONCRETE SLAB d d a ° 12'0 CONCRETE PIER 48" BELOW TOP Q OF SLAB 3 POST CONNECTION SCALE: , ,/2• _ ,•-o• 2x8 CEDAR DECKING J VI It L �2xB JOISTS FASTENED TO BEAMS WITH r SIMPSON H2.5A •HURRICAINE 71E' r 8'x8'CEDAR REAR I�C�CUPS EACH SIDE DECK POSTS TYP. (2)(2x12 BEAMS FASTENED TO POST NUTS, SEC RELY LAG PASTE BASHERS 8 8'x8'CEDAR REAR DECK POSTS TYP. POST/BEAM CONNECTION -- - - - - - - - - - - - - - A� -- - - - - - — — — — — — -- --------- ❑ \ 9' / I 9 \ 101-0* ❑ ❑ \ \ \ DECK BEAM LAYOUT Q fa&LY ffV15R7 FCV As -alas coNPNs ME PAM 6/p/w 4x6 CEDAR RAIL END POST W/ 4x4 CEDAR INTERMEDIATE RAIL POSTS FASTENED TO FLUSH BEAM W/(2) Y2" LAG BOLTS, SECURELY FASTENED 2x6 CEDAR DECKING OVER VINYL MEMBRANE ON 5A" T&G MARINE GRADE PLYWOOD OVERLAPPED ON ALL SIDES BY 6" 2x8 JOISTS FASTENED TO FLUSH BEAM NTH SIMPSON JOIST HANGERS (2) 2x8 FLUSH BEAMS CONTINUOUSLY FASTENED TOGETHER, FASTENED TO SIMPSON POST TOP CONNECTOR (NOT SHOWN FOR CLARITY) 2x10 CEDAR SKIRT BOARD (LAKE SIDE ONLY) CONTINUOUSLY FASTENED TO FLUSH BEAM WITH 3" MIN. ALL WEATHER SCREWS T1-11 SIDING TYP. 1x CEDAR TRIM BOARD TYP. 6"x6"CEDAR DECK POSTS TYP. FLUSH BEAM/RAILING CONNECTION SCALE: 3/4" = 1'-0" 2x2 CEDAR TRIM ON 2x6 CEDAR TRIM, SECURELY FASTENED TO SKIRT BOARD (LAKE SIDE ONLY) 2x6 CEDAR DECKING OVER VINYL MEMBRANE ON %" T&G MARINE GRADE PLYWOOD OVERLAPPED ON ALL SIDES BY 6" 2x8 JOISTS FASTENED TO FLUSH BEAM (2) 2x8 FLUSH BEAMS CONTINUOUSLY WITH SIMPSON JOIST HANGERS FASTENED TOGETHER, FASTENED TO SIMPSON POST TOP CONNECTOR (NOT SHOWN FOR CLARITY) 2,10 CEDAR SKIRT BOARD (LAKE SIDE ONLY) CONTINUOUSLY FASTENED TO FLUSH BEAM WITH 3" MIN. ALL WEATHER SCREWS T1-11 SIDING TYP. 1x CEDAR TRIM BOARD TYP. 6"x6"CEDAR DECK POSTS TYP. FLUSH BEAM/DECORATIVE TRIM ---------- \ \ — 2 PI.Y 6IR6FRLOVi1V10J9.YF051F�E08 \ H.m FROM 6iva W/ 5im-m Pan w m \ SCALE: 3/4" = V-0" II II II II II II II II I \ I II II II II II II III II II \ II ___LL \ 3"x13" CEDAR STAIR TREAD FASTENED INSIDE \ W/&MPSON TAIOZKT. 4R X6TAIEND 1 & 4' X14S 0 \ INTERMEDIATE CEDAR STAIR RAILS POSTS o 0 — — 0 /ii H I\ \ o // I II II II II II II II I \ \ O \ \ / I II II II II II II II I \ / I \ 7 3�4 „ DECK STAR DETA E SCALE: 1 /2" = 1'-0" DECKING LAYOUT Q lU O 611912025 2�VIS�CJ 17A1�; cinainnrn n 0 TOr&LY MVaP 'Ok A5-13UILf CONIPMON5 23-0610 5Vf 0f 9 5Vf5 2x2 CEDAR TRIM ON 2x6 CEDAR TRIM, SECURELY FASTENED TO SKIRT BOARD (LAKE SIDE ONLY) 2x6 CEDAR DECKING OVER VINYL MEMBRANE ON V T&G MARINE GRADE PLYWOOD. MEMBRANE OVERLAPPED ON ALL SIDES BY 6" ?x8 JOISTS FASTENED TO FLUSH BEAM VITH SIMPSON JOIST HANGERS 2) 2x8 FLUSH BEAMS CONTINUOUSLY ASTENED TOGETHER, FASTENED TO >IMPSON POST TOP CONNECTOR (NOT >HOWN FOR CLARITY) '.x10 CEDAR SKIRT BOARD (LAKE SIDE ONLY) ;ONTI NUOUSLY FASTENED TO FLUSH BEAM VITH 3" MIN. ALL WEATHER SCREWS ?x4 TOP PLATE (DOUBLE O AREAS WITHOUT 1EADER) W/ Yz" EXPANSION JOINT BETWEEN >ECK AND TOP OF WALL. 2) 2x8 HEADER W/ J¢" FILLER VINDOWS AND DOOR. x CEDAR TRIM BOARD TYP. ?x4 BOAT HOUSE WALL TYP. 1-11 SIDING TYP. !x4 SILL PLATE. VERIFY LOCATION VITH WINDOW SIZE DIA. EXPANSION BOLTS ® 4'-0" �.C. TYPICAL ALL EXTERIOR WALLS. iBE (2) BOLTS AT THE ENDS OF ACH WALL TREATED 2x6 SILL PLATE t" CONCRETE SLAB ON 8" :OMPACTED CRUSHED ROCK BASE BOAT HOUSE WALL SECTION W/ HEADER SCALE: 3/4" = 1'—O" / / / / / / / / �- — — — — _ — — ---- 24x46 24x46 24x46 DH DH DH nBOAT HOUSE LAYOUT L SCALE: 1/4" = 1'-0" r \ 0 \ \ c� \ \ 0 fOr&LY MV 15W FOP A5-PULf CON ION5 m9 pa. 611912025 12�VI5�CJ I�rVA 23-0610 5Vf 6 9 9 5Vf5 4"x6" & 4"x4" CEDAR POST RAILING W/2"X6" CEDAR TOP RAIL. BOLTED WITH (2) MIN. 1/2" LAG BOLT SECURELY TIGHTENED ON EXTERIOR SIDE OF WALL SEE 2 ON SHEET 4 FOR DETAILS 3"x11" CEDAR STAIR TREAD FASTENED INSIDE (2) 3"X12" CEDAR STAIR SIDE RAILS W/SIMPSON TA10ZKT 4x4 POST CONNECTED TO 3"x12" CEDAR SIDE RAILS W/(3) Y2" LAG BOLTS, SECURELY FASTENED 4x4 POST CONNECTION & FOOTING DETAILS SEE DETAIL 3 DOWER STAR D ETA E SCALE: 1/2" = 1'-0" SET POST TO CONCRETE PIER W/ "SIMPSON" POST BASE TYP. MIN. 1/2"0 X 1'-2" LG. A.B. (BENT) O ° OR SET 1/2" X 7 1/2" LG. A.B. (OR SIMPSON "IXP" BOLT 1 /2"0 X 7 °0 1/2") WITH EPDXY GROUT INTO 5/8"0 HOLE 4 4 4 FINISH GRADE (VARIES) a Q a 12"0 CONCRETE PIER 48" BELOW a GRADE POST CONNECT ON SCALE: 1 1/2" - 1'-0" �).,CZ rrnno unpin DAII 3%12" CEDAR STAIR TREAD FASTENED (2) 3"X12" CEDAR STAIR SIDE W/SIMPSON T/ TOP OF STAR CONNECT ON 4x6 CEDAR END POST 2x6 CEDAR HAND RAIL 2x4 CEDAR VERT. SPACER WIRE RAILING INSTALLED PER MANUFACTURERS SPEC. 4x4 CEDAR INTERMEDIATE POST 2x4 CEDAR BOTTOM RAIL URELY STAIR LAG USHERS N SCALE: 1/2" - 1'-0" 1 x4 CEDAR PUS I S I IF F LNLR 3'-0 MAX 3'- TYPICAL 12 DECK/STAIR RAILING DETAIL A fOrA lY ITVI5FP FOP A5-6ULf CONPIMON5 SCALE: 1/2" - 1'-0" U1 Q 11J z S � 611912025 71,I-CJ IA"' 23-0610 5,d��r 7 Of 9 5H�rf5