Loading...
HomeMy WebLinkAboutRDA WPA-Form-1wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 1 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town A. General Information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 1. Applicant: Name E-Mail Address Mailing Address City/Town State Zip Code Phone Number Fax Number (if applicable) 2. Representative (if any): Firm Contact Name E-Mail Address Mailing Address City/Town State Zip Code Phone Number Fax Number (if applicable) B. Determinations 1. I request the Conservation Commission make the following determination(s). Check any that apply: a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced below are accurately delineated. c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. d. whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Name of Municipality e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): Street Address City/Town Assessors Map/Plat Number Parcel/Lot Number b. Area Description (use additional paper, if necessary): c. Plan and/or Map Reference(s): Title Date Title Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s) of work, if necessary): wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. Single family house on a lot recorded on or before 8/1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single-family house or public project, where the applicant owned the lot before 8/7/96 New agriculture or aquaculture project Public project where funds were appropriated prior to 8/7/96 Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision Residential subdivision; institutional, industrial, or commercial project Municipal project District, county, state, or federal government project Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) Project Narrative for 95 Wilfin Road, South Yarmouth, MA Assessor’s Map 34, Parcel 3 Lot 75 L.C. Plan 14114-A We are looking to expand because the house is small so our plan is to add a 7-foot addition to the left side of our house staying within the regulations of setback. The foundation footings and wall elevations to match existing elevations of the house. New basement area 7 feet x 24 feet with a 7 ft. x 8 ft. opening cut through for access. Crawl space next to existing crawl space 7 ft by 12 feet with a 4ft access opening. The rear 12 x 12-foot roof to be remove and new rafters sheathing, roofing and siding to accommodate the new 19-foot roof width with new valley added to rear main roof. The main roof to be extended over new 7foot addition to match existing roof in elevation and pitch. The entire roof shingles to be stripped and replaced with new architectural style roof shingles: ridge to be vented. The front deck to be extended by 6 feet with stairway access in front of slider. Material and Design to match existing deck. Existing driver material to be cut back to accommodate new deck extension. All work to be performed in a workmanlike manner and all debris to be transferred to Yarmouth Waste Department. Our property includes a parking area, lawn and gravel area that is on Wlifin road. We are not near Wetlands. There is our front lawn, a street and three houses between our house and the wetlands. Our addition will not change any concerns under the wetlands act. We are not changing the lawn area next to the addition that will remain the same. i 0 0 a LEGEND: GRIDLINE NUMBER DETAIL DOOI TOP#=DETAILNUMBER BOTTOM # =DRAWING SHEET NUMBER 1 SECTION $1L)0 TO" #=SECTION NUMBER BOTTOM # = DRAWING SHEET NUMBER %- DIAMETER A307 STEEL ANCHOR BOLTS ED WITH 3" x 3" x 1/4" PLATE WASHERS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ASHEARWALL TYPE OSHEARWALL HOLDDOWN TYPE SHEARWALL HOLDDOWN SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. ROOF OVERFRAME ® BEARING WALL Hl HEADER OR BEAM SIZE 2 x 4 WALL 2 x 6 WALL J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) O WINDOW TYPE O DOOR TYPE THE BARRY RESIDENCE #95 WILFIN ROAD YARMOUTH, MA ADDITION TO EXISTING RESIDENCE ITI OF HT °T T SUIT 5 OF 5 s DRAWING SHEET INDEX SHEET No. SHEET NAME C 001 COVERSHEET A 100 FLOOR PLANS - EXISTING AND PROPOSED S200 PROPOSED FOUNDATION AND FIRST FLOOR FRAMING PLANS S300 PROPOSED ROOF FRAMING AND SHEARWALL PLANS AND BUILDING SECTIONS S400 CONSTRUCTION NOTES AND DETAILS CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR "JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST. PIERRE DESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW AND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1 ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, 8TH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEING DEEMED A "SUBSTANTIAL IMPROVEMENT, UNDER YARMOUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 2009 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NOT BEING A "SUBSTANTIAL IMPROVEMENT" , THE REQUIREMENTS OF 2009 IRC SEC. R322"FLOOD RESISTANT CONSTRUCTION-, ARE NOT APPLICABLE. 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, AND IS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE DEEMED NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. • 1 CONSTRUCTION SET 03-24-2017 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. LEGEND: 1 1 H^— �!�DETNL GRIDLINE NUMBER D001 BOPw•pETNLNUMBEA OTTOM Y•ORAWiN09NEET MIMBER ��� SECTION 3iW TOP%•BECTION NUMBER BOTTOM Y•ORAWIN09HFEf NUMBER DIAMETER A307 STEEL ANCHOR BOLTS WITH 3' x 3' x 1/4' PLATE WASHERS WITH 7' MINIMUM EMBEDMENT INTO CONCRETE. QSHEARWALLTYPE ]O SHEARWALL HOLDDOWN TYPE SHEARWALL HOLDDOWN SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. ROOF OVERFRAME ® BEARING WALL FH 1 HEADER OR BEAM SIZE J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) 2O WINDOW TYPE Op DOOR TYPE 1 EXISTING FLOOR PLAN A100 Y4if_ 11_011 CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR "JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA', PREPARED BY T.P. ST. PIERRE DESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW AND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1. ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, 8TH EDITION (760 OMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEING DEEMED A'SUBSTANTIAL IMPROVEMENT'; UNDER YARMOUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 2009 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NOT BEING A'SUBSTANTIAL IMPROVEMENT' , THE REQUIREMENTS OF 2009 IRC SEC. R322 "FLOOD RESISTANT CONSTRUCTION', ARE NOT APPLICABLE. 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, AND IS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE DEEMED NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES TRAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION SET 03-24-2017 1 PROPOSED FOUNDATION PLAN S200 411 _ 1-011 LEGEND: I 1 F— ./ ��DETAIL GRIDLINE NUMBER DB01 Tor.. BEra�NUMBER BOTTOM Y�OMWINO9HEETNUMBEN ��� SECTpN 91 TOP Y.9FCnON NUMBER BOTTOM 1.OMWIN09HEETNUMBER %B' DIAMETER A307 STEEL ANCHOR BOLTS El WITH W x 3' x 114' PLATE WASHERS WITH 7' MINIMUM EMBEDMENT INTO CONCRETE. QSHEARWALLTYPE OSHEARWALL HOLODOWN TYPE SHEARWALL HOLDDOWN — — SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. ROOF OVERFRAME ® BEARING WALL HI HEADER OR BEAM SIZE J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) O2 WINDDWTYPE Op DOOR TYPE ONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR IOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST. PIERRE ESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW ,ND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1. ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE -AND TWO- FAMILY DWELLINGS, 8TH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEING DEEMED A'SUBSTANTIAL IMPROVEMENT-, UNDER YARMOUTH BUILDING OFFICIALS REVIEW OUTLINED IN 2009 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NOT BEINGA-SUBSTANTIAL IMPROVEMENT-, THE REQUIREMENTS OF 2009 IRC SEC. R322 'FLOOD RESISTANT CONSTRUCTION', ARE NOT APPLICABLE. 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, AND IS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE DEEMED NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTORS EXPENSE. THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA PROJECT NAME" ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. THE BARRY w ^^` , ^E^IDENCE ADDRESS: © COPYRIGHT - BADERA ENGINEERING, L.L.C. 95 WILFIN ROAD, YARMOUTH, MA S200 MAP -BLOCK NUMBER: 034.3 No. I REVISION/ISSUE ' DATE PROPOSED FIRST FLOOR FRAMING PLAN 4 11 = 1 1_0111 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. CONSTRUCTION SET 03-24-2017 BADERA ENGINEERING, L.L.C. 74 NYES NECK ROAD CENTERVILLE, MA 02632 PH: (508)-776-6804 email: )asbadera@gmail.com JAMES A.' '%pj ADERA, JR.\j", CIVIL CAI No. 41715 1 DRAWING SHEET NAME: FOUNDATION PLAN FIRST FLOOR FRAMING PLAN PROJECT No. 2017-012 DATE: 02/02/2017 SCALE: Y4 11 = 1 1-011 SHEET NO. S200 LEGEND: 1 I F— GRIDLINE NUMBER I DETAIL DETAIL ETULNOMBErt BOTTam r• oamino sNBBTnumeBn / ��� SECTION SECTIOECTbN SI00 N,1MBFA BOTTOM Y • OMW INO SNEEi NUMBEA %" DIAMETER A307 STEEL ANCHOR BOLTS E WITH 3'x W x 1/4' PLATE WASHERS WITH 7' MINIMUM EMBEDMENT INTO CONCRETE. QSHEARWALL TYPE ]O SHEARWALL HOLDDOWN TYPE 0 SHEARWALL HOLDDOWN — - SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. ROOF OVERFRAME ® BEARING WALL H1 HEADER OR BEAM SIZE J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) O WINDOW TYPE O DOOR TYPE /_ 1 PROPOSED ROOF FRAMING AND SHEARWALL PLAN 5300 Y411 _ 1 1_011 CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR "JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST. PIERRE DESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW AND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1. ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, 8TH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEING DEEMED A'SUBSTANTIAL IMPROVEMENT", UNDER YARMOUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 2009 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NOT BEING A'SUBSTANTIAL IMPROVEMENT' , THE REQUIREMENTS OF 2009 IRC SEC. R322 *FLOOD RESISTANT CONSTRUCTION', ARE NOT APPLICABLE. 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, AND IS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE DEEMED NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. NO' SISTER EXIST RAFTER WITH 2 x 10 SISTER EXIST RAFTER WITH 2 x 10 EXISTING FRAMING TO BE REMOVED 2 PROPOSED BUILDING SECTION AT LIVING ROOM/KITCHEN \S300/I4ii I-011 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. CONSTRUCTION SET 03-24-2017 FLOOR JOIST (PER PLAN) FLOOR JOIST (PER PLAN) FOOTING SCHEDULE SILL PLATE //�//\ d' ANCHOR BOLT//�//\ SILL PLATE n ANCHOR HOLT COMMENTS \\ AT 48" O.C.\i\\ AT 48" O.C. (3) No. 5 REBAR (CONT.), 3" FROM BOTTOM OF FTG. `\ 9 ` 8 3.5" x 5.25" PARALLAM COLUMN (PER GSN) (PER GSN) H5 a No. 4 "BAR AT 24" O.C. p a No. 4 REBAR AT 24" O.C. 66" (HORIZONTAL) (HORIZONTAL) 24 7/" Pc - 3000 PSI fc = 3000 PSI 7/8 aI Fy - 60 ksi Fy = 60 ksi SB1x30 No. 5 REBAR AT 48" O.C. < No. 5 REBAR AT 48" O.C. n 96" (VERTICAL) (VERTICAL) ALTERNATE LEGS IN ALTERNATE LEGS IN FOOTING. a 3.0" COVER .o a FOOTING.n 3.0" COVER n .. n e (3) No, 5 REBAR CONT. (3) No. 5 REBAR CONT. 3" FROM BOTTOM OF FTG. 3" FROM BOTTOM OF FTG. 17-12 1 FOUNDATION WALL 2 FOUNDATION WALL SD1 SD1 FOOTING SCHEDULE FOOTING ID FOOTING COMMENTS FTG -1 20" x 10" THICK CONCRETE f'c=3000 PSI (3) No. 5 REBAR (CONT.), 3" FROM BOTTOM OF FTG. BUILT-UP CORNER STUDS (PER DETAIL. le) wF HDU HOLDOWN II THREADED ROD MODEL NO. COLUMN SCHEDULE COLUMN ID COLUMN P1 5.25" x 5.25" PARALLAM COLUMN P2 3.5" x 5.25" PARALLAM COLUMN P3 3.5" x 5.25" PARALLAM COLUMN BUILT-UP CORNER STUDS (PER DETAIL. le) wF HDU HOLDOWN II THREADED ROD MODEL NO. HEADER SCHEDULE HEADERID HEADER H1 (2) 1 4" x 7 %4" LVL H2 (3) 2 x 10 SPF. No. 2 WITH (2) PIECES OF %" PLYWOOD H3 (3) 1 3/" x 9 Y4" LVL H4 (3) 1 /4" x 5 %2" LVL H5 (3) 2 x 6 SPF. No. 2 WITH (2) PIECES OF %2" PLYWOOD BUILT-UP CORNER STUDS (PER DETAIL. le) wF HDU HOLDOWN II THREADED ROD MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 %" 50" SSTB20 5/8 16 %" 58" SSTB24 5/8 20 %" 66" SSTB28 7/8 24 7/" 74" SSTB34 7/8 28 Us" 82" SB1x30 1 24" 96" *NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. n T REBAR* SSTB HOLDOWN ANCHOR (PLACE SSTB ARROW a DSP (PER-GSN) < ON TOP OF ANCHOR DIAGONAL IN CORNER • 3" TO 5"#4 REBAR' d n APPLICATION) /4 .Q CNW COUPLER SILL PLATE'. JQ ANCHOR BOLT' SSTB HOEDOWN ANCHOR (PER GSN) a d EDGE DISTANCE G 1.75 FOR 2X4 WALL MIN.REBAR 2.75" FOR 2X6 WALL A7 HOLD DOWN AT pL SEW s' MIN. SDI EXTERIOR BUILDING CORNER ROOF SHEATHINGROOF SHEATHING EDGE NAILING (6" o.c.) ROOF RAFTER 2X BLOCKING BETWEEN PER PLAN RAFTERS (NOTCH FOR ROOF SHEATHING - VENTILATION IF REQUHtED. PLANS FOR MOREFER TO RE INFO.)OIC / EDGE NAILING (7) _ lOD NAILS AT EACH END +++++++ +++++++ SEE ALTERNATE ROOF RAFTER PER PLAN ALTERNATE: ATTACH OPPOSING RAFTERS BELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 8 COLLAR TIE AS SHOWN. RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. -18-1 STRAP AT RIDGE BOARD §D711 OR STRUCTURAL RIDGE BEAM 2x6 WALL BUILT-UP POST 4" O.C. HOLD DOWN (PER PLAN) + + PLAN VIEW ELEVATION VIEW NOTES: 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF I Od (0.148"x 3.0") NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SHEARWALLS. LS90 CLIP NEW 2x10 TO RIDGE (TYP AT ALL NEW RAFTERS) ROOF SHEATHIN7>1 - NAILSA AT EACH END 1 LSTA18 STRAP AT 16" O.C. — 2 x 4 VERTICAL EACH SIDE OF RIDGE 2x6 STRAP AT RIDGE BOARD AND NEW RIDGE BEAM LSTAI8STRAP AT 16" O.C. ROOF RAFTER PER PLAN. ( REFER f DOUBLE 2X TOP PLATE TO ARCHITECTURAL. PLANS FOR DID RAFTER DIMENSIONS AND EAVE SHEATHING) ALTERNATE: DETAILING) H2.5A (INSTALL PRIOR TO BLOCKING AND PLYWOOD DOUBLE 2X TOP PLATEH 112A2X STUD BEAM (IF SHOWN ON PLAN) A35 (INSTALL ON INSIDE FACE OF BLOCKING TO TOP PLATES OF WALL AT 15 EVERY OTHER RAFTER DI RAFTER TO TOP PLATE BAY) SHEARWALL HOLDDOWN SCHEDULE: FOUNDATION HOLDDOWNS: ®HDU8-SDS2.5 W/ SSTB28 %" DIAMETER ANCHOR BOLT W/ CNW7/ COUPLER NUT BETWEEN SSTB 28 AND 7/" THREADED ROD INTO HOLDOWN. POSITION SSTB28 W/ ANCHORMATE AND ABS TO FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT PLACEMENT. SHEARWALL SCHEDULE: WALL TYPE SCHEDULE: Q15/32" PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6"O.C. EDGES AND 12" O.C. FIELD. A 15/2" PLYWOOD - (EDGES BLOCKED) 8dCOMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. NOTE: FOR PLYWOOD SHEARWALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 Y2'). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. CONNECTION TO CONCRETE FOUNDATION SILL PLATE CONNECTION TO CONCRETE %" DIA. ANCHOR BOLTS AT 48" O.C. (MAX.) NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3" x 3" x Y4' PLATE WASHERS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. SHEARWALL CONSTRUCTION: 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF WALL. (UNLESS NOTED OTHERWISE) 2. FACE NAIL DOUBLE TOP PLATES WI 16d NAILS AT 16" O.C. USE (10) - 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES.. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2) 10d (0.148 x 3") NAILS AT 6" O.C. FOR SECOND FLOOR SHEARWALLS AND (2) 10d (0.148 x 3") NAILS AT 4" O.C. STAGGERED FOR FIRST FLOOR SHEARWALLS. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. RIDGE STRAP BEAM SCHEDULE HEADERID HEADER R1 (3) 1 4" x 16" LVL - CONNECT PILES TOGETHER WITH (3) 5" TRUS LOK EWP SCREWS PER 16" O.C. B1 (3) 1 411 x 7 %4" LVL B2 (2) 1 4" x 7 Y4" LVL B3 (3) 1 Y4' x 14" LVL - CONNECT PILES TOGETHER WITH (3) 5" TRUS LOK EWP SCREWS PER 24" O.C. SHEARWALL HOLDDOWN SCHEDULE: FOUNDATION HOLDDOWNS: ®HDU8-SDS2.5 W/ SSTB28 %" DIAMETER ANCHOR BOLT W/ CNW7/ COUPLER NUT BETWEEN SSTB 28 AND 7/" THREADED ROD INTO HOLDOWN. POSITION SSTB28 W/ ANCHORMATE AND ABS TO FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT PLACEMENT. SHEARWALL SCHEDULE: WALL TYPE SCHEDULE: Q15/32" PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6"O.C. EDGES AND 12" O.C. FIELD. A 15/2" PLYWOOD - (EDGES BLOCKED) 8dCOMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. NOTE: FOR PLYWOOD SHEARWALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 Y2'). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. CONNECTION TO CONCRETE FOUNDATION SILL PLATE CONNECTION TO CONCRETE %" DIA. ANCHOR BOLTS AT 48" O.C. (MAX.) NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3" x 3" x Y4' PLATE WASHERS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. SHEARWALL CONSTRUCTION: 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF WALL. (UNLESS NOTED OTHERWISE) 2. FACE NAIL DOUBLE TOP PLATES WI 16d NAILS AT 16" O.C. USE (10) - 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES.. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2) 10d (0.148 x 3") NAILS AT 6" O.C. FOR SECOND FLOOR SHEARWALLS AND (2) 10d (0.148 x 3") NAILS AT 4" O.C. STAGGERED FOR FIRST FLOOR SHEARWALLS. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. PROVIDE 2X BLOCK T-0" LONG EXIST RAFTER TO SIDE V 2 x 10. BLOCK TO BE GHT TO NEW BEAM AND N JOIST HANGER SEAT. AND NAIL BLOCK TO F2x10. LUS210-2 PROVIDE SEAT CUT AT BOTTOM OF RAFTER FOR JOIST HANGER. 19 RAFTER END BEARING 3DI I AT NEW LVL FLUSH BEAM RIDGE BEAM (PER PLAN) PARALLAM POST (PER PLAN) \ fi-I'ST2215 NAIL EXTERIOR WALL SHEATHING TO POST WITH (2) ROWS OF I Od x 2 }" NAILS AT 6" O.C. y y y V \ HEADER (PER PLAN) IF OCCURS 1 BUILT-UP CORNER AT r2oLVL RIDGE BEAM wF END OF SHEARWALL sDl AT PARALLAM SUPPORT POST NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. (CONSTRUCTION SET 03-24-201 RIDGE STRAP RIDGE (PER PLAN) (PER DET. 14/SDI) (EACH RAFTER) . . o. . . . .o. TIMBERLOK WOOD SCREW . a THRU VALLEY PLATE 2 x 10 , r (3) - INTO RAFTER RAFTER (TYP.) (BELOW) 2 x 12 FLAT VALLEY PLATE (TYP.) EDGE NAIL ROOF SHEATHING TO VALLEY PLATE AT 4" O.C. 17-12 x 10 ROOF OVERFRAMING ,sDil AT VALLEY PROVIDE 2X BLOCK T-0" LONG EXIST RAFTER TO SIDE V 2 x 10. BLOCK TO BE GHT TO NEW BEAM AND N JOIST HANGER SEAT. AND NAIL BLOCK TO F2x10. LUS210-2 PROVIDE SEAT CUT AT BOTTOM OF RAFTER FOR JOIST HANGER. 19 RAFTER END BEARING 3DI I AT NEW LVL FLUSH BEAM RIDGE BEAM (PER PLAN) PARALLAM POST (PER PLAN) \ fi-I'ST2215 NAIL EXTERIOR WALL SHEATHING TO POST WITH (2) ROWS OF I Od x 2 }" NAILS AT 6" O.C. y y y V \ HEADER (PER PLAN) IF OCCURS 1 BUILT-UP CORNER AT r2oLVL RIDGE BEAM wF END OF SHEARWALL sDl AT PARALLAM SUPPORT POST NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. (CONSTRUCTION SET 03-24-201 Z mmy 'n„ ----- - a m m ~ 5 n' �< su ut tot N33i10213A3 n y Z Zo m P 2� s� yq. \ szL-Lzl sll INMail a zsa eLr >f o .1�30nadS m < i .� ^.T✓ 13381s and q" v elt nil BOL ��-mtr��! y Omm Z Z J 0 m O , Otlyl"11W L ^' -EI_ . - $ t m OD lnYb 1 It z P � 'S � n i'4 � nT ❑ ❑ � � � L!� '� � � p � I in d koll Oa 53 '& \ a 'CJ � P I N�= IP a ��y) 544 (NMOil f 0.1 a" ONOd c3 �� - o�" � _ P � _ s 9 o'9 P n lam' �1 ✓ O m Z w ` n aT m 'oa ien0 r d o ❑ y O O a O Inr f—a m` a�i m e I zX P �o�� /;:> ,)i g" °�_" ❑" u3 asp F—D (NMOil �. re z9 s W �1 > , lynoil �e ,i lod u o1 a Y D Y 1N si Davov C� C �_ n o ❑ ie ' n I i o0 1 Hlnos to I I �❑ � ❑ � S4L I u I . 45L p o D ^ ' 9 es\ ss4 II Y a y ❑ zsz� nCD 61ss54 zSL� 4cL 11 m - - P T PO 0 mI � alo aaaoa Pro aasof ❑ I L I , M f� -------------------------------------------------------- -- - - 0 Froject For: By= T7," t�ropos�d Work: D-4 John $ I-Iary Barry .F i erre ,addition Fro�ject New 7' l�ro�ect 5 Granberry Ln. W i if in Ln_ r Y .il Flan Basement Flan Centerville, 1-14 02032 S. Barmouth, MA 020-48 Tel: 508--175-323 i 1 ; 4'-2%" Walls to be 8" block w/ *4 rebar 4' Oc 8' wall in-I'x24' section 41 wall in -1'x12' section.;:.. Anchor bolts 4' OG' Slab to match existino :"floor .height Walls to match existin:e— wall height Access opening to be min_ 32"x48" from wall top Access opening to 6e_6'x8' I I I , New 7' crawl Space i 1 i 1 ; � 1 ­3ZL —/-5/ 1 ­3ZI I � Access � mopening 1. �p New 1'x 24-; Basement Area i 1 I Walls to be 8" block w/ *4 rebar 4' Oc 8' wall in-I'x24' section 41 wall in -1'x12' section.;:.. Anchor bolts 4' OG' Slab to match existino :"floor .height Walls to match existin:e— wall height Access opening to be min_ 32"x48" from wall top Access opening to 6e_6'x8' Front E Ievat i on Rear Elevation ,addition Frojeat for _-John 4 Mary 5arry 4?�5 Wilfin Ln. S. 'Iarmouth, MA 02&48 Design 5y: T.i=. St.F i erre 15 Cranberry 1_..n, Centerville, MA 02632 Tel: 500-1-15-3236 Side Elevation Overview O 0 4 Fro�ject For: Design may: Til. St.il i erre Design Proposed Work: A;; ' Proposed T' t-Exterlor o wall John � Mary 5arry i5 Cranberr Ln. Prop Exter Vaulted, IC sed or wall ', fi-'ro ject Centerville y 1„f A 0232 05W i I f i n )_n. Floor Flan Fro�ject For: Design may: Til. St.il i erre Design Proposed Work: D-2 John � Mary 5arry i5 Cranberr Ln. fi�roject Addition Floor F l an fi-'ro ject Centerville y 1„f A 0232 05W i I f i n )_n. Floor Flan Tel; 500--T-15-323 S.�►'armouth, 1''i,4 0264a 3/16 _ f t. Q Existing exterior wall to be dismantled and/or stripped to studs where applicable Windows E Patio door to be removed E re -installed in new walls —Floor system to match existing floor system Wall, ceiling, 4.rooF construction to match existing construction detail 0 Ptoposed ix36' addition _ O m O M1 � v Existing exterior wall to be dismantled and/or stripped to studs where applicable Windows E Patio door to be removed E re -installed in new walls —Floor system to match existing floor system Wall, ceiling, 4.rooF construction to match existing construction detail Froject For; Design may: Froposed Work: D-3 John 4 Mary 5arry T.F. St.F i erre ,odd i t i on Fro ject Detail Motes 4 Drawings 21 W 1 if I n Ln, 15 Cranberry Ln, 05 W i If i n Ln, 5. Yarmouth, MA Centerville, MA 02632 S.Yarmouth, M 02&40 Tel; 500--115-323& Fro ject Details. 1. Foundation footing 4 wall elevations to match existing elevations of Nouse 2, The rear 121x121 addition roof to be removed 4 new rafters, sheathing, roofing 4 siding to be added to accomadate new 191 width with new valley added to rear main roof, 3, The main roof to be extended over new 11 addition to match existing roof in elevation 4 pitch, 4, The entire roof shingles to be stripped and replaced with new architectual style roof shingles: ridge to be vented, 5, The front deck to be extended by ro I with stairway access in front of slider. Material 4 design to match existing deck 6, The existing driveway material to be cut back 10 ft, to accomadate new deck extension, -1, All work to be performed in a workmanlike manner and all debris to be transfered to 'T armouth waste dept, s -z D3 Fastening Schedule Stade to be Faster_d by 2/10p or erecter every 12" Heade Fatenlne- 2x6-5: 6/IOp or greater each Kine stud sloe Into header 2x10-12 S/IOdp or neater each King Swo Side lnto header stud lop 5heathing Fa.tening All SYnathine Shall be raster_d to the suba'uate ulth 6p ealy, as Follo',u.: Pmlmetar- 6" OG Fleld- B"OO All openings .hall be F.etened 6"OO, FAM LWJ Header Schedule I •-ra,�M„� pie,. �iai. K _ o-�. 1 Header King S ud Jack Stud Headers Shall be Fa.tc—d Idp r,ln- roue or 3 Fastens. -s vertically equally spaced a 12"0O both Sides of heads;