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HomeMy WebLinkAboutFinal review remodel 7539 Able Street APPROVED 7 JensenD09/14/2023 NOTE: COORDINATE ALL ELECTRICAL NOTE: INSTALL NEW RAIN GUTTERS 2 SERVICES TO BE RELOCATED TO TO MATCH PROFILE AND COLOR TO SOUTH WALL OF NEW ADDITION OF EXIST. HOUSE RAIN GUTTER 12 NEW ASPHALT SHINGLES RIDGE VENT 4� 12 12 RELOCATE EXTERIOR SEPARATE PERMITS FOR: ELECT, PLUMB. H. TO MATCH EXIST. HOUSE LIGHT FIXTURES AND 12 4 4 _ — HOUSE NUMBERS NEW FASCIA AND SOFFIT 4 TO MATCH EXIST. HOUSE NEW LAP SIDING . � TO MATCH EXIST. HOUSE NEW RAILING SEE DET.7/A2 .. .1fays. guards, handrals and ILL=i nation code EXIST. MASONRY FOUNDATION WALL =_ " OPEN OPEN EXIST. MASONRY FOUNDATION WALL w o N vt INSTALL NEW "TREX" SOLID SIDING x TO MATCH ELEVATION & PROFILE OF EAST ELEVATION EXIST. MASONRY FOUNDATION WALL INSTALL NEW "TREX" SOLID SIDING a F w TO MATCH ELEVATION PROFILE OF I 2 NORTH ELEVATION (SOUTH ELEVATION SIMILAR) x AZ 1/4" = 1'-0" A2 1/4" = V-0" o cn EXIST. MASONRY FOUNDATION WALL ` H q Q Q This plan copy to be at fob site Smoke detectors in each N NEW ROOF OVERHANG sleeping room and on each level 15 -9 TO MATCH EXISTING x Q H of the house per R314 I ROOF OVERHANG z 01 15'-10" 15'-9" 8'-0 5'—0" 2'-9 2'-0» o Q a Q 3'-9 11/2" 3'-9 1/2" 5» 10, 8'-0" 5'-0" 2'-10" 8'-0" 5'-0" 2'-9" UNIT A ADD 2 —0 10 3 1/2" STUD WALL CO detection per R315 I 2 IN EXISTING WALL TO AT 16" O.C. 3/8' FASCIA 6X6 4X4 2020 IRC. L - - - - - 2 SUPPORT NEW ROOF (TREX) POST POST EXIST. WINDOW FRA MING JOIST HANGERS (2)2X10 (1)2X10 TO REMAIN W1 i 1 1/2" DIAMETER �j V SECURE TO EXIST. WOOD RAILING N - - - - - - - - - � - -- - - �i. � 2X10 LEDGER ,O F1 F2 I "I COAT HOOK RAIL 1 \ N 2'-0" .� 4 JOISTS JOISTS I I STAIR ��Q V CENTERLINE OF I CENTERLINE OF STRINGERS 8 R ' Cn • z 11"TREADS " REMOVE DOOR 2 �� D100 D KI ' RIDGE 0 o EXISTING_ DOOR 4"GONG. SLAB ` '' N EXISTING_DOOR _ �- I I I N 0 AND FRAME _ _ 1 i i i N o UNDER STAIR I 1 " N I I I ( TREX ) I I ENLARGE OPNG. 7 I 1 2 .; iO a0 w 7»RISERS LO o0 LO 00 0 2 00 ,...,..;; \ (2)2X10 0 MAX. WIDTH 7 r JOIST JOIST I I I 1"TREAD �y I I I I A EXISTING 1 CU O _ ( TREX ) 2 , - , , , , TRUSSES - o c., ` HANGERS HANGERS OVERHANG in CAB. �j BENCH CAB. 4/12 SLOPE - - - - - - - - - -- - - 'a I � "I "I • --I F1 F2 (2)2x10 6X6 (1)2X10 w1 1 w w y POST 4X4 ADD 2X10 BRIDGING BETWEEN EXIST. WINDOW 1 N INSTALL H1 18-GAUGE GALVANIZED > � 3/8 FASCIA FLOOR JOISTS AS NECESSARY TO REMAIN SEE DETAIL 11 A2 FOR • (TREX) POST l - - - - - - � GALVANIZED HURRICANE TIES � a � TYPICAL WALL CONSTRUCTION 2 REMOVE EXIST. ct(SIMPSON STRONG-TIE) FOR EACH ;_4 �:) x M CO) 3 FOOTING PLAN 4 FLOOR FRAMING PLAN i 2 sIM ROOF OVERHANG ROOF TRUSS MEMBER o �> UNIT B °° = » = I FLOOR PLAN NECESSARY) AZ 1/4 1 —0 A2 1/4 1 —0» 5 TO TO ACCEPT NEW � x AZ 1/4" = 1'-0" ROOF FRAMING N � . UNFACED FIBERGLASS TRUSS DESIGN s ROOF FRAMING PLAN INSULATION R-49 BY REGISTERED ASPHALT SHINGLES 6 MIL POLY STRUCTURAL ENGINEER New Entry not to be conditioned per energy code A2 1/4" = 1'-0" NOTE: VERIFY NUMBER AND DIMENSION OF 2—LAYERS 15# FELT VAPOR BARRIER REMOVE EXIST. ROOF OVERHANG STAIR RISERS BETWEEN FINISHED 1/2" ORIENTED STRAND RIDGE VENT CAS NECESSARY) TO ACCEPT GRADE ELEVATION AND FINISHED BOARD SHEATHING ROOF TRUSSES FLOOR ELEVATION OF NEW ADDITION 0 „ I • 6 ROUND LED FIXTURE \"TRUSS BEARING � S\�\ED N T MATCH EXIST. DER }❑ EXIST. SURFACE MOUNTED (VERIFY) wP 12 EL. 108.09 EXISTING TRUSS \G 1'-9 1,_9„ TO NEW WALL ASFIXTURE TO BE SHHOWN RELOCATED 4 - O SEE ELEV. 1/A2 � TOP OF STUD WALL FLASHING-> 1/2" GYP. BD. fa . -__— 1/2" GYP. BD. EL. 107.14 �i ________ NEW ROOF TRUSS TO BEAR AT SAME U W W MATCH FASCIA PROFILE / ELEVATION AS EXISTING ROOF TRUSS / \ o� o' 2'-0" Z w AND FINISHES TO MATCH / AWN-NVG WND4�� 1 E1< REMOVE DOOR, FRAME, AND WALL. / ir • a, [FF EXISTING BLDG. T---- 2„ i �iRI I II INSTALL NEW LINTEL, AS REQUIRED, 2 WD AWNING WND.N� 0 2 WD. �I 1 �I NOTE: ALL DECK BOARDS, TOP RAILINGS, CONTINUOUS '-7 1/2' TRIM 4'-0" A1'-7 1 2� I li TO MAINTAIN EXIST. TRUSS BEARING. TRIM // 4'_0» �I TRIM O AND DECK FASCIA TO BE "TREX" SOFFIT VENT #F REFINISH GYP. BD. WALL LEVEL AND _ 0 MATERIALS OR APPROVED EQUAL \ / METAL SOFFIT I SMOOTH W/ NEW GYP. BD. WALL 00 00 TO MATCH ELEVATION �� I II N w 1 O 2X4 TREX TOP RAIL - I - w Lr, AND PROFILE OF N� I �, N� ry EXIST. BLDG. SOFFIT. i w 2X4 WOOD RAIL / 1/2" GYP. BD. -- I II COAT HOOK RAIL REFLECTED Q CIO > LO 1 1/2" DIAMETER WOOD HAND RAIL r ro > I II CEILING PLAN / 2 X CABINETS (4) ____1_ i II 1/2" GYP. BD. A2 1 4" = 1'-0" �-+ W B IL / I II NEW FINISH FLOOR ELEV.TO / Z CARRY-THRU FROM EXIST. Q TOP OF BENCH / I �I BLDG. TO NEW ADDTION � FINISHED DECK TO D C I 1 11 NEW SUB-FLOOR TO a TO MATCH EXIST. H I I MATCH FINISHED ELEVATION WOOD BASE 6X6 TREATED WOOD POST 4X4 TREATED WOOD POST FLOOR ELEVATION 3/4 T&G OPEN I I it OF EXIST. SUB-FLOOR EL. 100.00 SUBFLOOR USP HEAVY COLUMN BASE ANCHOR USP POST ANCHORINV w 2X8 JOIS S EA 1/2" O.C. 2X10 JOISTS CBS66 — 5 1/2 X 5 1/2 X 8 3/4 PAU66 — 3 5/8 X 3 5/8 X 7 © 15 1/2" O.C. W/1" STAND—OFF W/1" STAND—OFF N T GALV. JOIST HANGERS 1 SECURE TO 6 X 6 WOOD POST STANDOFF SEURGAL�INWZOEDD BOLTS W/ 6 MIL POLY V.B. ELEVATION OPPOSITE STAND—OFF W/ 1/2" GALVANIZED BOLTS 1 " LEVEL AS REQUIRED GALV. JOIST OPTION: N FINISHED �N 6) 3 1/2" X 3 1/2" ,FIBERGLASS INSUL. HANGERS. LEVEL INSTALL NEW 2 X 10 LEDGER FLUSH 8 (OPPOSITE) z GRADE - o_ ti�P WOOD POST TREATED TYVEK HOUSE WRAP AS REQUIRED A2 1 2 = 1-0 = I - i� �� (TREATED) WITH EXISTING LEDGER. SECURE WITH `�. '• f EL. 97.67 1/2 EXT.PLYWD. / III - • : I-I =III=III = 1/2 X 8 ANCHOR BOLT 1J1 I�I I I-I F = 1=1 11= .;.:.,.,.;;. .. 1/2" DIA. LAG SCREWS STAGGERED IN 11-III=1 `�.:°l :>: II- J11=- 111 =III-I I _.,.•: .�•:: III- x FINISHED GRADE TWO ROWS AT 2'-0" O.C. ALLOW FOR -III111 5 1/2 X 5 1/2 , _ _ "(SLOPE AWAY FROM FDN.) INSTALL NEW 3/4 T&G SUB-FLOOR II-I 111 111=1 :+ : : III- EXIST. CONC. WALK 4" CONC. SLAB WOOD POST (TREATED)' cD -III : : ;•: = 1=III •• '' �< _ 1=1 UNDER STAIR i i i i LEVEL WITH EXIST. SUB-FLOOR. I ,ll r . ll�1 I -III-II :<.: •:;:.:; Ik » ALIGN W/NEW STAIR "::; �• 16 DIAMETER 12 DIAMETER i i i INSTALL 4—MIL PLASTIC AND —III 4•:. 1=III •' (SEE PLAN) i i i i » III—I CONCRETE PIER -III=1 :. i::. CONCRETE PIER 3-INCHES OF PEA GRAVEL UNDER INSTALL GALV. JOIST HANGERS TO NEW LAP SIDING 1/2 GYPSUM BOARD -III .`•` ' ' I� 1=III < - z NEW ADDITION AND DECK LEDGER. (SEE FRAMING PLAN). -III 1=1I I :::�..��:.•�.:. 6 MIL POLY VAPOR BARRIER �'`''= BOOTINOF 1,� ,_0 ' V-4" "TYVEK" HOUSE WRAP �= 1- =III= III- :; •. •;.:. .• FOOTING ING i � � 2 X 4 STUD WALL ®" 16 O.C. i_ 1J1 i_ II Illi; DRAWN CHECKED ��12 DIAMETER i ��16 DIAMETER PRE—CUT 7 —8 5 8 —illl—I1—, SOIL AT BOTTOM OF ;III III=III = SOIL AT BOTTOM OF L J CONCRETE POST `------� CONCRETE POST 1/2 CDX EXTERIOR ( / ) —III. 11�=,-41'� j=1 POST HOLE TO BE iiI=III=1�� POST HOLE TO BE RWF RWF (F2 FOOTING) (F1 FOOTING) PLYWOOD SHEATHING FIBERGLASS INSULATION R-21 1 —4 FIRM, UNDISTURBED 1 —0 FIRM, UNDISTURBED DATE PROJECT NO. 8-24-2023 4 7 BUILDING SECTION TYPICAL WALL CONSTRUCTION 9 POST FOOTING - F1 io POST FOOTING - F2 AZ 1/2" = 1-0" A2 1/2" = V-0" A2 1/2" = V-0" A2 1/2" = V-0" A2 2 OF 2 SHEETS APPROVED JensenD09/14/2023 The Dwelling Place September 11, 2023 Fridley, MN Attn: Steve Chell, Re: House Roof framing 7539 & 7541 Able Street NE, Fridley, MN Steve; I made a visual inspection on April 12, 2023 to verify the roof framing for the residence at 7527 & 7529 Able Street and have applied that existing roof framing to the residence at 7539 & 7541 Able Street. The existing roof framing for both residences is for a 4:12 sloped rafter system consisting of 2x4 rafters and 2x4 ceiling joists all at 16" o.c., diagonal bracing is a 2x4 at 32" o.c. The purpose of the inspection is to verify a way of supporting the ceiling once the first floor non- load bearing interior wall between the kitchen and the living room is removed. The wall in question once removed will make the room almost 22' in width for the residences use. The general procedure for the renovation, is to be able to support the existing ceiling framing. Items to be done; support the ceiling area being modified, remove the non-load bearing interior wall, cut out a 4'+/- width of the existing sheet rock ceiling for accessing the attic framing, adding a support beam (2 — 2x10's or 2 - 1 W x 9 '/4" M=L) above and perpendicular to the existing ceiling joists, tie the beam and joists together with 2 Simpson H2.5A clips and tying all the framing back together. Keep in mind that, the construction sequence and the means and method will be up to the contractor. Enclosed you will find three pages. • Page 1 of 3 — roof plan and section • Page 2 of 3 - construction details • Page 3 of 3 - Calculation of beam Respectfully Submitted, Lee A Granquist, P.E. MN 13935 SUBJECT `'T`4 1�D wa 1 i r-a tQ G,& SHEET NO. OF 3 a O O-t F f Q PROJECT NO. -75 BY L-#-G DATE CHECKED BY: 42 ev i s.a-d A-4-49 , w .ere. usa 11 us re►,,,ov�.d o,. 1 S+ F L Di l,'c 4Pla I z.-lam r_, A �.k s :YS kA Ia &i%I x4 ra-Ct�rs and t 2 b,-,XC e s �(c�� 0 . C-. 4 ►yt.L B tca y,,. r a,r O v.a cL . �� SUBJECT IL,--- Dw e.l I.; Y,-a P Ia.C-e_ SHEET NO. 7- OF 2, Roo-( PROJECT NO. -7 S 41 BY L A-G DATE 4^ 3 Z3 CHECKED BY: 2—134��-ic 9�4" fA L rye z- N z, s A P S o G k4-1^ �C c�e� 2 cl 'F a n•q 0$ x 3"l� 5C4-e w s �w 7-'Z�l O �e-°►� M = L 3 v brims_ F�Z.,SA, 2�ar b�.l w b�P ct m � 1 . � �ct 04 (. 1 �Co•-� Wall t-e .'rwe lJ