Loading...
16 EDEN ST SALEM PERMIT SET 1Project Number: Issue Date: TURMAN DESIGN SERVICES CO V E R P A G E A-0 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A RENOVATIONS TO TWO AND A HALF STORY EXISTING SINGLE FAMILY RESIDENTIAL DWELLING AT 16 EDEN ST, SALEM MA A.PROJECT DESCRIPTION: RENOVATIONS TO 2-1/2 STORY SINGLE FAMILY DWELLING WITH NEW ROOF & FINISHED ATTIC TO REPLACE EXISTING FIRE DAMAGED ROOF & ATTIC. CONVERSION OF UNFINISHED BASEMENT TO FINISHED SPACE B.USE GROUP: R-3 - RESIDENTIAL C.GOVERNING CODE: MA 780 CMR RESIDENTIAL - 9TH EDITION, IRC 2015 D.CONSTRUCTION CLASSIFICATION: V-B E.HARD WIRED FIRE ALARM SYSTEM F.HEIGHT AND AREA: PER SALEM MA ZONING ORDINANCES (NO CHANGE) ABBREVIATIONS ASTM-AMERICAN SOCIETY FOR TESTING & MATERIALS BOT.-BOTTOM CL.-CENTER LINE CMR-CODE OF MASSACHUSETTS REGULATIONS COL.-COLUMN D-PENNY DIA.(Ø)-DIAMETER DN-DOWN DW-DISHWASHER EQ.-EQUAL E.W.-EACH WAY F.D.-FLOOR DRAIN ft.-FEET GYP. BD.-GYPSUM BOARD HSS-HOLLOW STRUCTURAL STEEL HORZ.-HORIZONTAL in.-INCHES lb.-POUNDS MAX.-MAXIMUM MIL-ONE THOUSANDTH OF AN INCH MIN.-MINIMUM MISC.-MISCELLANEOUS N.I.C.-NOT IN CONTRACT N.T.S.-NOT TO SCALE O.C.-ON CENTER O.S.H..A.-OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION P.T.-PRESSURE TREATED PSI-POUNDS PER SQUARE INCH PSF-POUNDS PER SQUARE FOOT R-THERMAL RESISTANCE VALUE REQ.-REQUIRED R.O.-ROUGH OPENING S.D.-STORM DRAIN S-P-F-SPRUCE, PINE, FURR sq.ft-SQUARE FOOT S.S.-STAINLESS STEEL T&G-TONGUE AND GROOVE T.O.W.-TOP OF WALL T.O.P.-TOP OF PLATE TYP.-TYPICAL U.L.-UNDERWRITERS LABORATORIES U.O.N.-UNLESS OTHERWISE NOTED VERT.-VERTICAL W/-WITH WC-WATER CLOSET W/D-WASHER AND DRYER W.W.M.-WELDED WIRE MESH *CONSULT ARCHITECT IF THERE ARE ANY ABBREVIATIONS OR ACRONYMS THAT ARE UNCLEAR. DRAWING LIST A-00 COVER SHEET, CODE REVIEWS AND NOTES A-01 BASEMENT AND FIRST FLOOR PLAN A-02 SECOND FLOOR AND ATTIC PLAN A-03 PROPOSED BUILDING SECTIONS A-04 PROPOSED BUILDING ELEVATIONS EX-1 EXISTING BUILDING ELEVATIONS EX-2 EXISTING BUILDING SECTIONS S-01 STRUCTURAL NOTES AND DETAILS 1 S-02 STRUCTURAL NOTES AND DETAILS 2 S-03 STRUCTURAL NOTES ITEMS NOT INCLUDED IN THESE PLANS, TO BE PROVIDED BY OWNER/CONTRACTOR LIGHT FIXTURES. PLUMBING FIXTURES . FLOOR FINISHES. ALARM SYSTEMS AND DOOR BUZZER. PHONE AND CABLE SYSTEMS. INTERIOR BUILD-INS AND MOULDINGS. KITCHEN COUNTERTOPS AND CABINETS. PAINT SYSTEMS. APPLIANCES LEVEL AREA BASEMENT 1037 SF FIRST FLOOR 1113 SF SECOND FLOOR 938 SF ATTIC 725 SF PERMIT PLANS TOTAL 3813 SF DESIGN CRITERIA: PER 2015 IRC AS AMMENDED BY THE STATE OF MASSACHUSETTS BUILDING CODE - 9TH EDITION ENERGY EFFICIENCY NOTES (RESIDENTIAL) IECC 2021 W/ MASSACHUSETTS AMMENDMENTS 1.ALL PERTINENT CONSTRUCTION COMPONENTS SHALL COMPLY WITH THE LATEST ENERGY EFFICIENCY REQUIREMENTS. 2. ALL DOORS SHALL CONFORM TO THE FOLLOWING U-VALUE MINIMUMS: A.GLASS DOORS:0.92 B.OVERHEAD DOORS:1.45 C.DOORS (< 50% GLAZING):0.25 D.ENTRANCE DOORS:0.80 3.ALL WINDOWS SHALL CONFORM TO A MINIMUM U-VALUES: A.WINDOWS:0.30 4.ALL INSULATION SHALL CONFORM TO THE FOLLOWING MINIMUM R-VALUE: A.ALL FLOOR SYSTEMS: 9 1/2" UNFACED BATT (R 30) 5.NEW WOOD FRAME EXTERIOR WALLS:R30 INSULATION R-21 WALL INSULATION IN 2X6 WD STUD WALL OR FLASH AND BATT WITH SPRAY FOAM AND FIBERGLASS ATT INSULATION TO MEET MINIMUM REQUIREMENT IN TABLE 402.1.1 6.NEW ROOF AND CEILING INSULATION: R-60 INSULATION. EXTEND FULL DEPTH INSULATION TO EXTERIOR WALL SHEATHING TO ELIMINATE COLD CORNERS AND PREVENT ICE DAM FORMATIONS. 7.THE BUILDING ADDITIONS ENERGY EFFICIENCY SHALL COMFORM TO 2021 ECC SECTION R502.1 WITH MASSACHUSETTS RESIDENTIAL BUILDING CODE AMMENDMENTS . THE BUILDING SHALL ACHIEVE A CERTIFIED HOME ENERGY RATING SYSTEM (HERS) PERFORMANCE RATING IN ACCRDANCE WITH TABLE R406.5 - MAXIMUM RATING INDEX OF 52/55 8.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING ALL REQUIRED INSULATION INSPECTIONS AND TESTING. LLC 11/24/2 3/7/20223/28/2022 REF.GAS RANGE DISH 1 REF.GAS RANGE DISH Game Room 13' - 1" x 13' - 1" Clo Kitchen Guest Bedroom Front Porch 12' - 10" x 15' - 1"10' - 1" x 20' - 1" 10' - 5" x 13' - 1" 28' - 3" x 7' - 4" 12' - 4" x 13' - 1" 13' - 11" x 11' - 5" Mud Room Deck Bath Livingroom Pantry Ha l l VENT S S 3'-0''x 6'-8'' 2'-6''x 6'-6'' 2'-6''x 6'-6'' 2'-6''x 6'-6'' 2'-6''x 6'-6'' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4' - 0 ' ' x 4 ' - 6 ' ' 4' - 0 ' ' x 4 ' - 6 ' ' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4' - 0 ' ' x 4 ' - 6 ' ' 4' - 0 ' ' x 4 ' - 6 ' ' 1' - 1 0 ' ' x 1 ' - 1 0 ' ' 2'-0 ' ' x 4 ' - 6 ' ' 2 ' - 0 ' ' x 4 ' - 6 ' ' 1' - 1 0 ' ' x 1 ' - 1 0 ' ' (3) 1 3/4" X 9 1/2" LVL HEADER 2"X10" @ 16" ABOVE 2"X8" PT LEDGER FASTENED TO BAND JOIST W/ 2 ROWS OF 1/2" LAGS @ 16" OC 2- 2 " X 8 " P T B E A M . 6"X6" PT POST TYP. 10" CONCRETE SONOTUBE ON 2'-0" DIA FOOTING AT 4'-0" FROST DEPTH TYP. 2-2"X8" PT BEAM.2"X8" PT JOIST @ 16" OC W/ HANGERS TYP. 2- 2 " X 8 " P T B E A M . 2-2"X8" PT BEAM. 4'-0'' x 4'-6'' S/C 3- DECK TENSION TIES AS SIMPSON DTT1Z 2"X8" PT JOISTS @ 16" OC 2-2"X10" PT BEAMS TYP 1' - 6"31' - 6"1' - 6" 30' - 6" 5' - 0 " 8' - 5 " 27 ' - 2 " 19' - 9"5' - 3 " 39 ' - 1 0 " 14' - 6" 11 ' - 9 " 2' - 1 1 " 16 ' - 2 " 3' - 10" SMOKE DETECTOR WITH BATTERY BACKUP SMOKE/ CARBON DETECTOR WITH BATTERY BACKUP S S/C Storage GymBedroom Bath Ha l l Pantry LivingroomKitchen 6' - 11" x 28' - 6" 12' - 2" x 12' - 7" 14' 2" x 12' - 0" 12' - 2" x 9' - 11" 9' - 3" x 19' -2" 12' - 8" x 4' - 10" 6' - 2" x 8' - 8" 3' - 2 " x 6 ' - 5 " Closet Cl o s e t Pantry S VENT 1' - 1 0 " x 1 ' - 1 0 " 1' - 1 0 " x 1 ' - 1 0 " 3'-0''x 6'-6'' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 2'-6''x 6'-6'' 2'-6''x 6'-6'' 2' - 6 ' ' x 6 ' - 6 ' ' 1' - 1 0 " x 1 ' - 1 0 " 3' - 0 ' ' x 3 ' - 0 ' ' 1' - 1 0 " x 1 ' - 1 0 " 1' - 1 0 " x 1 ' - 1 0 " 4'-0'' x 4'-6'' 3' - 0 ' ' x 3 ' - 0 ' ' 3' - 0 ' ' x 3 ' - 0 ' ' Storage GymBedroom Bath Ha l l Pantry LivingroomKitchen 6' - 11" x 28' - 6" 12' - 2" x 12' - 7" 14' 2" x 12' - 0" 12' - 2" x 9' - 11" 9' - 3" x 19' -2" 12' - 8" x 4' - 10" 6' - 2" x 8' - 8" 3' - 2 " x 6 ' - 5 " Closet Cl o s e t Pantry S VENT 3'-0''x 6'-6''2'-6''x 6'-6'' 2'-6''x 6'-6''2'-6''x 6'-6'' 3' - 0 ' ' x 3 ' - 0 ' ' S/C 7' - 1 1 " 39 ' - 1 0 " 11 ' - 9 " 59 ' - 6 " 1' - 10"30' - 6"2' - 2" 34' - 6" 7' - 1 1 " 17 ' - 7 " 5' - 1 0 " 3' - 1 0 " 35 ' - 1 " 19' - 9"2' - 3" 12 ' - 8 " 11 ' - 9 " 24 ' - 4 " 22' - 0" 14' - 6" 1/4" = 1'-0"First Floor Project Number: Issue Date: TURMAN DESIGN SERVICES FL O O R P L A N S 1 A-1 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Basement PERMIT PLANS LLC 11/24/2 3/7/20223/28/2022 DE C K Ha l l Bedroom 13' - 1" x 13' - 1" Clo Master Bedroom Office Balcony 12' - 10" x 13' - 1"10' - 1" x 20' - 1" 10' - 5" x 13' - 1" 30' - 8" x 8' - 0" Bath Bedroom Clo Clo Clo 8' - 5 " 27 ' - 2 " 35 ' - 7 " 1' - 6"31' - 6"1' - 6" 34' - 6" S S S VENT 2'-6''x 6'-6'' 2'-6''x 6'-6''2'-6''x 6'-6'' 2'-6''x 6'-6'' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 2' - 6 ' ' x 6 ' - 6 ' ' 4'-0'' x 4'-6'' 4' - 0 ' ' x 4 ' - 6 ' ' 4' - 0 ' ' x 4 ' - 6 ' ' 4'-0'' x 4'-6'' 4' - 0 ' ' x 4 ' - 6 ' ' 4' - 0 ' ' x 4 ' - 6 ' ' 1' - 1 0 ' ' x 1 ' - 1 0 ' ' 4'-0'' x 4'-6'' 4'-0'' x 4'-6'' (3) 1 3/4" X 9 1/2" LVL HEADER S/C 2"X8" PT JOISTS @ 16" OC 2"X8" PT JOISTS @ 16" OC 4'-0'' x 4'-6'' Nursery 26' - 0" x 10' - 1" Hall Storage 12' - 11" x 13' - 1" Storage 10' - 5" x 9' - 4" Bath 5' - 0" x 9' - 4" 4' - 2 " 6' - 7" x 3' - 4" 34' - 6" 27 ' - 2 " 2'-6''x 6'-6''2'-6''x 6'-6'' 4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6'' 2'-6''x 6'-6'' 2"x10" @ 16" OC ATTIC FLOOR JOIST TYP. S (3) 1 3/4" X 9 1/2" LVL HEADER S/C S/C SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 5 : 1 2 SL O P E 3 5 : 1 2 ARCH GRADE SHINGLES TYP 2"X10" ROOF RAFTERS @ 16" OC HURRICANE CLIPS EACH RAFTER END Project Number: Issue Date: TURMAN DESIGN SERVICES FL O O R P L A N S 2 A-2 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Second Floor 1/4" = 1'-0"Attic PERMIT PLANS S/C SMOKE/ CARBON DETECTOR WITH BATTERY BACKUP SMOKE DETECTOR WITH BATTERY BACKUPS 1/4" = 1'-0"Roof Plan LLC 11/24/2 3/7/20223/28/2022 8.3838 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" RIDGE VENT 2X12 RIDGE BOARD RIDGE CAP 2X8COLLAR TIE @ 4'-0" O.C. R-49 INSULATION HURRICANE TIE EACH RAFTER, AS "SIMPSON STRONG TIE" TYPE WITH CONNECTOR SCREWS EXTERIOR WALL 2X4 @ 16" O.C STUDS 1/2" SHEATHING NAIL 8D-6" O.C PERI. 12' O.C IN FIELD DOUBLE TOP PLATE TO BE ATTACHED TO RAFTER AND STUDS SOFTFIT FASCIA 2X4 SOLID BLOACKING BETWEEN RAFTERS 2X4 SOLID BLOACKING BETWEEN RAFTERS 2X12 RIDGE BOARD RIDGE VENT RIDGE CAP 5/8 CDX PLYWOOD SHEATHING W 8D NAILS @ 6" OC ALL EDGES /12" OC FIELD ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD VINYL SIDING VYNL SIDING 2"x10" @ 16" OC ATTIC FLOOR JOIST TYP. VYNL SIDING 35 : 1 2 3:12 3 5 : 1 2 3:12 ATTIC FLOOR LOAD BEARING WALL DOOR HEADERS ALL OTHER FLOORS LOAD BEARING WALL DOOR HEADERS ATTIC FLOOR WINDOW HEADERS 2ND FLOOR WINDOW HEADERS BASEMENT & 1ST FLOOR WINDOW HEADERS A B C D E 2"X10" RAFTERS @ 16" OC 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 0' - 0" ATTIC FRAMING 2X8 @ 16" O.C 3/4" T&G SHEATHING NAIL 8D-6" O.C PERI. 12" O.C IN FIELD HIGH PERFOMANCE R-21 WALL INSULATION Project Number: Issue Date: TURMAN DESIGN SERVICES PR O P O S E D B U I L D I N G S E C T I O N S A-3 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Section A 1/4" = 1'-0"Section B PERMIT PLANSPERMIT PLANS A B C D E VINYL S LLC 11/24/2 3/7/20223/28/2022 1x8x12 Pine Boards 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' ARCH GRADE SHINGLES VINYL SIDING ARCH GRADE SHINGLES VINYL SIDING 35 : 1 2 3:12 3 5 : 1 2 3:12 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 1'-10" x 1'-10" 1'-10" x 1'-10" 1'-10" x 1'-10" 1'-10" x 1'-10" 3'-0''x 3'-0''3'-0''x 3'-0'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 1'-10" x 1'-10" 0' - 0" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 4'-0'' x 4'-6''2'-0'' x 4'-6''2'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6'' 3'-0''x 3'-0''1'-10" x 1'-10"3'-0''x 3'-0'' 1'-10" x 1'-10" 0' - 0" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6''4'-0'' x 4'-6'' 4'-0'' x 4'-6''4'-0'' x 4'-6''4'-0'' x 4'-6'' 3 5 : 1 2 3:12 35 : 1 2 3:12 Project Number: Issue Date: TURMAN DESIGN SERVICES PR O P O S E D B U I L D I N G E L E V A T I O N A-4 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Front Elevation - Proposed 1/4" = 1'-0"Left Elevation - Proposed 1/4" = 1'-0"Right Elevation - Proposed 1/4" = 1'-0"Back Elevation - Proposed PERMIT PLANS LLC 11/24/2 3/7/20223/28/2022 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" 0' - 0" Basement -5' - 6" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 0' - 0" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 0' - 0" Project Number: Issue Date: TURMAN DESIGN SERVICES EX I S T I N G B U I L D I N G E L E V A T I O N S EX-1 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Front Elevation 1/4" = 1'-0"Back Elevation 1/4" = 1'-0"Left Elevation 1/4" = 1'-0"Right Elevation ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD REMOVE EXISTING FIRE DAMAGED SIDING ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD ARCHITECTURAL GRADE SHINGLES OVER ROOD UNDERLAYMENT ICE AND WATER SHIELD OVER PLYWOOD REMOVE EXISTING FIRE DAMAGED SIDING PERMIT PLANS LLC 11/24/2 3/7/20223/28/2022 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 1st Floor 3' - 7" 2nd Floor 12' - 7" Attic 21' - 7" Roof Plan 33' - 0" Basement -5' - 6" 0' - 0" Project Number: Issue Date: TURMAN DESIGN SERVICES EX I S T I N G B U I L D I N G S E C T I O N S EX-2 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A 1/4" = 1'-0"Existing Section A 1/4" = 1'-0"Existing Section B REMOVE EXISTING FIRE DAMAGED ROOF & SIDING PERMIT PLANS LLC 11/24/2 3/7/20223/28/2022 NOTCHING & BORED HOLE LIMITATIONS FOR EXTERIOR & LOAD BEARING WALLS SCALE: NTS CORNER FRAMING DETAIL SCALE: NTS MAX CLEAR 3 15/16" 6 ' 8 " M I N I M U M C L E A R A N C E H E A D R O O M 9" MIN TREAD STAIR WIDTH SHALL NOT BE LESS THAN 3'-0" 2"x12" ROUGH STRINGER (4 MIN.) A CONTINUOUS & UNINTERUPTED HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF A STAIR HANDRAIL DIA. = 1 1/4"-2" 3 4 " " 8 1/4" MAX RISER HT. COMMON INTERIOR STAIR NOTES & DETAILS SCALE: NTS FINISHED RISER 3/4" FINISHED TREAD 3/4" NOSING 3/4" PLYWOOD SUBFLOOR ROUGH STRINGER CONT 3/4" PLYWOOD HANGER FLOOR JOIST EXTERIOR DECK DETAILS SCALE: NTS Project Number: Issue Date: TURMAN DESIGN SERVICES ST R U C T U R A L N O T E S A N D D E T A I L S 1 S-1 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A PERMIT PLANS 2"X X LLC 11/24/2 3/7/20223/28/2022 0' - 1 " RIDGE VENT-SEE ELEVATIONSRIDGE BOARD- SEE FRAMING PLANS ROOF SHEATHING-SEE FRAMING PLANROOF RAFTERS-SEE FRAMING PLANS Project Number: Issue Date: TURMAN DESIGN SERVICES ST R U C T U R A L N O T E S A N D D E T A I L S 2 S-2 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A PERMIT PLANS RIDGE DETAIL SCALE: NTS LLC 11/24/2 3/7/20223/28/2022 Project Number: Issue Date: TURMAN DESIGN SERVICES ST R U C T U R A L N O T E S S-3 03/20/2025 - RE N O V A T I O N S T O E X I S T I N G S I N G L E F A M I L Y R E S I D E N T I A L B U I L D I N G 16 E D E N S T R E E T SA L E M M A STRUCTURAL GENERAL NOTES STRUCTURAL DESIGN CRITERIA 1. THE STRUCTURAL DESIGN IS BASED ON THE IRC 2015 AS AMENDED BY THE STATE OF MASSACHUSETTS BUILDING CODE, 9TH EDITON 2. DEAD LOADS: WEIGHT OF MATERIALS 3.LIVE LOADS: SLEEPING ROOMS 30 PSF STAIRS AND ROOMS OTHER THAN SLEEPING ROOMS 40 SPF 4. SNOW LOADS: BASIC GROUND SNOW LOAD PG 50 PSF CE 1.0 CT 1.1 I 1.0 PF (MIN) 30 SPF 5. PHOTOVOLTAIC PANEL SYSTEM (SOLAR PANELS) HAS NOT BEEN INCORPORATED IN THE DESIGN. WOOD 1. WOOD MEMBERS SHALL BE AS PER THE DRAWINGS. MEMBERS OF EQUVALENT STRENGTH AND STIFFNESS MAY BE SUBSTITUTED IF PERMITTED BY THE ARCHTECT/ENGINEER. USE SPRUCE PINE FIR NO.2 AS A MINIMUM. 2. WALLS: INTERIOR BEARING WALL: UNLESS INDICATED OTHERWISE ON THE DRAWINGS. USE THE FOLLOWING: 2 X4 @ 16” O.C. SPRUCE PINE FIR NO.2 OR 2 X6 @ 16" O.C. SPRUCE PINE FIR NO.2 EXTERIOR WALLS: UNLESS INDICATED OTHERWISE IN THE DRAWING USE THE FOLLOWING 2 X6 @ 16" O.C. SPRUCE PINE INTERIOR NON BEARING WALLS: UNLESS INDICATED OTHERWISE IN THE DRAWING USE THE FOLLOWING 2X4 @ 16" O.C. SPRUCE PINE FIR NO.2 3. PLYWOOD AND OTHER SIMILAR SHEATHING MATERALS SHALL BE AS PER THE DRAWNGS. APA RATED WATERALS SHALL BE USED. THE STRONG AXIS OF SHEATHNG MATERIALS SMALL RUN PERPENDICULAR TO THE FLOOR. FRAMING AND WALL STUDS. 4. HANGERS, CUPS, ETC SHALL BE AS PER THE DRAWNGS. CONTRACTOR TO BRING ANY UNIDENTIFIED HANGARS, ETC TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION 5. EXTERIOR WALL SHEATHING SHALL BE A MINIMUM 1/2 INCH APA RATED, EXPOSURE 1 SHEATHING NALED TO THE WALL FRAMING / 8D NALS AT 6 INCH CENTERS AT PANEL EDGES AND 12 INCH CENTERS AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. 6. INTERIOR WOOD SHEATHING USED AS SHEAR WALL SHEATHING SHALL BE A MINMUM IF 1/2 INCH, APA RATED SHEATHING NALED PER THE SHEAR WALL DRAWINGS AND SCHEDULES. 7. FLOOR AND ROOF SHEATHNG SHALL BE PER THE FLOOR AND ROOF FRAMING DRAWINGS. 8.ALL ENGINEERED LUMBER LVLS SHALL BE VERSA-LAM 2.0 3100 AS MANUFACTURED BY BOISE CASCADE. ENGINEERED LUMBER MUST HAVE THE IDENTIFICATION MARKINGS LEFT ON FOR FIELD VERIFICATION PURPOSES. CONTRACTORS RESPONSIBILITIES 1. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND TEMPORARY BRACING DESIGN RELATED TO MEANS AND METHODS OF CONSTRUCTION. 2. COORDINATION BETWEEN TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. DRAWING CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARCHITECT FOR RESOLUTION. 3. THE CONTRACTOR IS REQUIRED TO INFORM THE DESIGN PROFESSIONAL OF THE PROGRESS OF THE PROJECT IN ORDER FOR THE DESIGN PROFESSIONAL TO PERFORM PERIODIC SITE VISITS TO OBSERVE THE WORK IN PROGRESS. 4. SECTIONS AND DETAILS DEPICT SPECIFIC CONDITIONS. ALL CONDITIONS ARE NOT SHOWN ON THESE DRAWINGS. CONDITIONS SIMILAR TO THOSE SHOWN ON THE DRAWINGS SHALL UTILIZE SIMILAR DETAILS. 5.THE DRAWINGS ARE NOT TO BE SCALED. THE CONTRACTOR IS TO CONTACT THE DESIGN PROFESSIONAL REGARDING ANY DIMENSIONAL INQUIRES. FLOOR FRAMING PLAN NOTES 1. FLOOR SHEATHING SHALL BE 3/4 ” THICK TONGUE AND GROOVE, APA RATED SHEATHING. FASTEN EACH SHEET IF SHEATHING TO THE FRAMING WITH 8D NAILS. SPACE NAILS AT 6 INCHES ON CENTER AT THE PERMETER OF EACH SHEET OF SHEATHING; SPACE NAILS AT 12 INCHES ON CENTER AT THE BALANCE OF THE SHEET. APPLY CONSTRUCTION ADHESIVE ALONG THE TOPS OF ALL FRAMING MEMBERS JUST PRIOR TO SHEATHING INSTALLATION, UNLESS OTHERWISE NOTED IN PLAN, RUN THE LONG AXIS OF EACH SHEET OF SHEATHING PERPENDICULAR TO THE SPAN OF THE FRAMING MEMBERS. 2. RIM JOISTS OR RIBBON JOISTS ARE REQUIRED AT THE PERMETER OF THE FRAMING AND WHERE NOTED ON THE DRAWINGS. RIM JOISTS FOR THE FRAMING TYPES SHALL BE ONE 2X AND MATCH THE DEPTH OF THE FLOOR JOISTS. 3.WINDOW & DOOR HEADER PER IRC 2015 ROOF FRAMING PLAN NOTES 1. ROOF SHEATHING SHALL BE 5/8 THICK, APA RATED, EXPOSURE 1 SHEATHING. FASTEN EACH SHEET OF SHEATHING TO THE FRAMING WITH 8D NAILS. SPACE NALS AT 6 INCHES ON CENTER AT THE PERMETER OF EACH SHEET OF SHEATHING; SPACE NAILS AT 12 INCHES ON CENTER AT THE BALANCE OF THE SHEET. UNLESS OTHERWISE NOTED IN PLAN, RUN THE LONG AXIS OF EACH SHEET OF SHEATHING PERPENDICULAR TO THE SPAN OF THE FRAMING MEMBERS 2. RIM JOISTS OR RIBBON JOISTS ARE REQUIRED AT THE PERIMETER OF THE FRAMING AND WHERE NOTED ON THE DRAWINGS. RIM AND BAND JOISTS FOR THE FRAMING TYPES SHALL BE AS FOLLOWS: FOR DIMENSIONAL LUMBER USE ONE 2X AS THE RIM JOIST AND MATCH THE DEPTH OF THE FLOOR JOIST 3.IF NOT INDICATED ON THE PLAN, INSTALL SIMPSON H8 HURRICANE TIES AT EACH RAFTER TAL TO TOP WALL PLATE CONNECTION. CONCRETE NOTES 1.UNLESS NOTED OTHERWISE, COMPRESSIVE STRENGTH OF CONCRETE AT 28-DAYS = 4,000 PSI. 2.REINFORCEMENT: ASTM A615, GRADE 60. 3.CONCRETE DESIGN IS PER AMERICAN CONCRETE INSTITUTE "318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 4.REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED PER ACI 315 DETAILING MANUAL. PROVIDE 3/4-INCH, 45 DEGREE CHAMFER ON EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE EXTERIOR DECK NOTES 1.ALL DECK LUMBER SHALL BE PRESSURE TREATED 2.ALL JOIST HANGERS, COLUMN CAPS, COLUMN BASES, HOLD-DOWNS, METAL CONNECTOR PLATES, AND OTHER ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY SIMPSON STRONG-TEE CO., INC. OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BEINSTALLED IN STRICT ACCORDANCE WITH ALL OF THEMANUFACTURER'S INSTRUCTIONS. 3.ALL HANGERS ARE BASED ON A LIVE LOAD OF 40 PSF AND ADEAD LOAD OF 15 PSF. 4. 4-2X12 CUT STRINGER, 2X4 TREAD. INSTALL HANDRAIL TO STAR GUARD R=7"MAX T=11" MIN 5.GUARD RAIL: 42" HIGH MIN. 4X4 POSTS, 5'-0" MAX. SPACING 2X4 OP & BOT RAL. 246 RAL CAP, 2X2 BALUSTER AT 4 ”SPACING 6. POST TO FOOTING METAL CONNECTORS SHALL BE INSTALLED AT ALL LOCATIONS. 7.ALL POSTS SHALL HAVE 2X4 DIAGONAL TOP BRACNG © 2"-0" PERMIT PLANS LLC 11/24/2 3/7/20223/28/2022