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HomeMy WebLinkAbout7 Fresh Brook Rd plan 11BADERA ENGINEERING, L.L.C. GENERAL STRUCTURAL NOTES: 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, 9TH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH THE AF&PA WOOD FRAME CONSTRUCTION MANUAL (WFCM). THE BASIC WIND SPEED FOR THE DESIGN OF THIS STRUCTURE IS Vult = 140 MILES PER HOUR (Vasd = 108.4 MPH) WITH EXPOSURE CATEGORY'B'. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING 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. 4. ALL FRAMING CONNECTIONS TO BE IN ACCORDANCE WITH WFCM "TABLE 2 - GENERAL NAILING SCHEDULE", U.N.O. 5. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-C-2019. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 6. ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. ALL DECK FRAMING FRAMING SHALL BE IN ACCORDANCE WITH R301.1.1(4), AMERICAN FOREST AND PAPER ASSOCIATION ("AF&PA") PRESCRIPTIVE RESIDENTIAL,WOOD DECK CONSTRUCTION GUIDE (DCA6) UNLESS OTHERWISE NOTED ON THESE PLANS. 8. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ACCEPTED STANDARDS. LEGEND: 1 GRIDLINE NUMBER 1 DETAIL D001 TOP # = DETAIL NUMBER BOTTOM # = DRAWING SHEET NUMBER 1 DETAIL T TOP # = SECTION NUMBER BOTTOM # = DRAWING SHEET NUMBER EXTERIOR WALL SHEATHING NAILING REQUIREMENTS (PER 780 CMR 5301.2.1.1) 6 12 TOP # = EDGE NAILING SPACING BOTTOM # = FIELD NAILING SPACING ROOF OVERFRAME BEARING WALL J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) UPLIFT CONNECTION NOTES: ROOF FRAMING CONNECTIONS 1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING NAILED INTO RAFTERS W/ 10d COMMON NAILS. (REFER TO DETAIL 4/S4.0) 2. ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. 3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATES OF THE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE BLOCKING AT 6" O.C. (PROVIDE'V' NOTCH IN BLOCKING TO PROVIDE ADEQUATE VENTILATION IF REQUIRED). BLOCKING TO BE ATTACHED DIRECTLY TO DOUBLE TOP PLATES OF WALL, ON THE INSIDE FACE OF THE BLOCKING, WITH (1) A35 AT EVERY OTHER RAFTER BAY. 4. PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE EDGE OF THE ROOF SHEATHING. ATTACH SHEATHING TO BLOCKING W/ 8d NAILS AT 6" O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR STRUCTURAL RIDGE BEAM. WALL FRAMING UPLIFT CONNECTIONS 1. ATTACH EXTERIOR WALL SHEATHING AT THE ROOF WITH (2) ROWS OF 8d NAILS AT 3 O.C. (STAGGERED) INTO EXTERIOR WALL DOUBLE TOP PLATES. (USE: 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 %2"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE)_ 2. ATTACH EXTERIOR WALL SHEATHING AT BOTTOM OF PERIMETER RIMBOARD WITH (2) ROWS OF 8d NAILS AT 3" O.C. (STAGGERED) INTO AT BOTTOM EDGE OF RIMBOARD (REFER TO SHEARWALL SCHEDULE FOR NAIL SPECIFICATIONS. (USE: 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 %2"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE). 3. CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. SILL PLATE CONNECTION TO CONCRETE %" DIA. ANCHOR BOLTS AT 55" O.C. OR 71" O.C. (MAX.) - REFER PLAN NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3" x 3" x %4" PLATE WASHERS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS PREPARED BY PETER MCDONALD ARCHITECT, DATED 11-30-2021, FOR "DAVIS RESIDENCE", 7 FRESH BROOK ROAD, SO. YARMOUTH, MA, FOR ALL ARCHITECTURAL INFORMATION, BUILDING DIMENSIONS, ELEVATIONS, SECTIONS, WALL LOCATIONS, WINDOW AND DOOR LOCATIONS AND TYPES, FINISHES, AND ALL INFORMATION NOT SHOWN. VERTICAL PLYWO FASTEN PER PLAN FLOOR JOIST I (PER PLAN) NAILING FOR UPLIFT PERWFCM NAILING FOR "CHECKLIST" UPLIFT / PER WFCM • "CHECKLIST" • d ° FINISHED GRADE d SILL PLATE (1) Na. 5 REBAR (CONY.) ANCHOR BOLT (PER FND. PLAN) d 8 SILL PLATE FINISHED GRADE _ ANCHOR BOLT ° (PER FND. PLAN) a d° ° d v ° (1) No. 5 REBAR (T&B OF WALL) a d fc 3000 PSI CONT. b v Fy = 60 ksi ° No. 5 REBAR AT ° DOWELS AT 48" O.C. 3.0" COVER (VERTICAL) ° ALTERNATE LEGS IN FOOTING. (EXTEND d (1) No, 5 REBAR (CONY.) ° • ° • 24" INTO WALL) , d • d a d •d (3) No. 5 REBAR CONT. e 3" FROM BOTTOM OF FTG. . ° (NOT TO SCALE) (3) No. 5 REBAR CONT. 3" FROM BOTTOM OF (NOT TO SCALE) FOOTING. 4.01 10" FOUNDATION WALL AT ADDITION LSTA18 STRAP 16" O.C. ROOF SHEATHING (7) - 10D NAILS @ EACH END — ZSEEALTERNATE FTER PER PLAN ACH OPPOSING RAFTERS AM OR RIDGE BOARD R TIE AS SHOWN. RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. (NOT TO SCALE) 34 STRAP CONNECTION s4.o AT RIDGE BOARD RIDGE RIDGE STRAP (pER (PER DET. 14/SD1) PLAN) (EACH RAFTER) TIMBERLOK . . WOOD SCREW . . . o THRU VALLEY PLATE 2 x 10 (3) - INTO RAFTER RAFTER o (BELOW) (TYP-) 2 x 10 FLAT VALLEY PLATE (TY'•) EDGE NAIL ROOF SHEATHING TO VALLEY PLATE AT 4" O.C. 6 2;x 8 ROOF OVERFRAMING s4.o AT VALLEY *NOTE: THE METAL CONNECTORS SPECIFIED ON THIS PLAN ARE MANUFACTURED, BY SIMPSON STRONG -TIE. REFER TO SIMPSON STRONG -TIE CATALOG C-C-2019, FOR PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS. No. 5 REBAR - (2) TOTAL DOWEL EACH END INTO FOUNDATION WALL, AND SET IN CONCRETE WITH FOUNDATION WALL SIMPSON AT TYPE EPDXY (BEYOND) WITH 4" MIN. EMBEDMENT. _ �r I . I SLAB P.O. BOX 251 So. ORLEANS, MA 02662 PH:(508)-776-6804 email: jasbadera@gmail.com JAMES A. ADERA, JR. CIVIL 12-15-2021 SLAB I2 THESE PROJECT DRAWINGS, INCLUDING THE NOTES — rr�rr=rrr W.W.F. SLAB REINFORCING AND DETAILS, ARE THE SOLE PROPERTY OF BADERA d (PER PLAN) ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR ° WRITTEN CONSENT IS STRICTLY PROHIBITED. ADDITIONAL No. 5 REBAR (HORIZONTAL) UNDER d ° OPENING. EXTEND MIN 24" a BEYOND EDGE OF OPENING fc = 3000 PSI a fc = 3000 PSI ©COPYRIGHT - BADERA ENGINEERING, L.L.C. Fy = 60 ksi . a Fy = 60 ksi 71 d REFER TO SHEET S1.0 FOR WALL AND FTG. DIMENSIONS AND ELEVATIONS. 2-N FOUNDATION WALL ROOF SHEATHING EDGE NAILING (6" o.c.) v ' � d a (NOT TO SCALE) REFER TO DETAIL 2/S4.0 FOR INFORMATION NOT SHOWN 3 SLAB TURNDOWN AT 4.0 GARAGE DOOR OPENING /- ROOF SHEATHING / ROOF RAFTER 2X BLOCKING BETWEEN PER PLAN RAFTERS (NOTCH FOR VENTILATION IF REQUIRED. REFER TO T PLANS FOR MORE INFO.) AL / EDGE NAILING ROOF RAFTER PER PLAN. (REFER - TO ARCHITECTURAL PLANS FOR RAFTER DIMENSIONS AND EAVE DETAILING) H2.5A (INSTALL PRIOR T, BLOCKING AND PLYWO( DOUBLE 2X TOP PLATE SHEATHING) ALTERNAT. HZA (NOT TO SCALE) BEAM (IF SHOWN ON PLAN) "4 RAFTER TO TOP PLATE (NOT TO SCALE) THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. ( ( ) COPYRIGHT - BADERA ENGINEERING, L.L.C. "PERMIT SET 12-14-2021" 71 LE 2X TOP PLATE STUD MAP ID: 58/148M No. REVISION/ISSUE DATE DRAWING SHEET NAME: GENERAL STRUCTURAL NOTES AND DETAILS PROJECT No. SHEET NO. 2021-035 DATE: IS4.0 12/01 /2021 SCALE: YA of _ 1 1-011 4 OF: 4