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HomeMy WebLinkAbout95 Wilfin Rd plan 1" 1 EXISTING BUIDING SECTION - AT ENTRY f 2 PRPOSED BUIDING SECTION - AT ENTRY S2001 41t = 1 r-0rr S200 11 1 74. 1 1-01 3 PRPOSED BUIDING SECTION - AT FRONT PORCH zoo /4rr = 1 1-01' 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. PROJECT NAME: THE BARRY 2x8 P.T. RIMBOARD 2x8 P.T. JOISTS AT 16"O.C. THRU BOLT 2x10 BEAM 2x8 P . T . TO POSTS WITH (2) DROPPED %2" DIA. BOLTS. FINISHED GRADE ABU44Z 10" CONCRETE SONOTUBE f'c = 3000 PSI _1 BIGFOOTING PER PLAN `�0000�1 A CERTIFIED AS BUILT IS REQUIRED 9EFORE FINAL INSPECTION ALL DECK FRAMING CONNECTIONS SHALL BE IN ACCORDANCE WITH R301.1.1(4), AMERICAN FOREST AND PAPER ASSOCIATION (I'AF&PA") PRESCRIPTIVE RESIDENTIAL, WOOD DECK CONSTRUCTION GUIDE (DCA6) UNLESS OTHERWISE NOTED ON THESE PLANS. ADDRESS: 95 WILFIN ROAD, YARMOUTH, MA MAP -BLOCK NUMBER: 034.3 No. I REVISION/ISSUE I DATE MATERIAL SPECIFICATIONS CAST - IN PLACE CONCRETE 1. THE FOLLOWING "AMERICAN CONCRETE INSTITUTE" (ACI) CODE LATEST EDITIONS APPLY. A) ACI 318 (CODE) B) ACI 211.1 - MIX PROPORTIONING C) ACI 304 - PLACING D) ACI 332.1R-06 "GUIDE TO RESIDENTIAL CONCRETE CONSTRUCTION" 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) WITH MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED BELOW. A) FOOTINGS - f'c = 3,000 PSI (AT 28 DAYS) STRUCTURAL FRAMING 1. ALL WOOD USED FOR BEAMS TO BE SOUTHERN YELLOW PINE No.1 OR BETTER. (PRESSURE -TREATED) 2. ALL WOOD USED FOR STRUCTURAL POSTS (6x6) TO BE SOUTHERN YELLOW PINE No.1 OR BETTER. (PRESSURE -TREATED) 3. ALL WOOD USED FOR DECK JOISTS, RAFTERS, AND LEDGER/RIM BOARDS TO BE SOUTHERN YELLOW PINE No.2 OR BETTER. (PRESSURE -TREATED) 2x8 P.T. JPI�TS AT 16"O.C. THRU BOLT 2x10 BEAM TO POSTS WITH (2) %2" DIA. BOLTS. — FINISHED GRADE 1 (2)2x10 P.T. II DROPPED ABU66Z 10" CONCRETE SONOTUBE f'c = 3000 PSI BIGFOOTING PER PLAN ;&� "y REVIEN: ,FOR BUILDING AND ZONINIG CODE.i- ANCE. ERRORS OR OMMISSIONS DO NOT RELIE vk I . — APPLICANT FROM THE RESPONSiBI ``I='AS BUILT" L+ l a`y ' COMPLIANCE. DATE' 4-1 f �3 PERMIT SET 02-22-2023 BADERA ENGINEERING, L.L.C. RESIDENTIAL STRUCTURAL CIVIL SITE DESIGN P.O. BOX 251 So. ORLEANS, MA 02662 PH:(508)-776-6804 email: jasbadera@gmail.com `DAMES A. \ ADERAA, JR. CIVIL, No. 41715 02-22-2023 DRAWING SHEET NAME: PROPOSED FRONT PORCH ADDITION PROJECT No. 2023-006 DATE: 02/03/2023 SCALE: if _ 11-011 4 SHEET NO. S 200 2 OF: 2