1515 BAKER AVE B 2017-04-19 - Laserfiche WebLink

PROJECT GENERAL NOTES l V i a oMr- ��1D 8g o❑0,M GENERAL REQUIREMENTS & DESICaN CRITERIA TON '°mo ♦ 'W J Z Fa BUILDING CODE: 2012 INTERNATIONAL BUILDINGCODE(IBC) � a '` � m 3 NN NN • STRUCTURAL RESPONSIBILITIES:THE ENGINEER IS RESPONSIBLE FOR THE STRENGTH AND z J N d U)Z N N ^o ti Q 2 � � as 5.... STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. �G CONTRACTOR RESPONSIBILITIES:THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND �� r 4 ' L�, C��j N N Y METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND cis I`-u. LLSHA. THE CONTRACTOR 15 RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE -- `� W I STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING,BRACING AND 28'-4"t(FIELD VERIFY) 11 IL OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE 15 COMPLETED. IT 15 V j THE CONTRACTOR'S RESPONSIBILITY 70 BE FAMILIAR WITH THE WORK REQUIRED IN THE ui Z o CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. W Q u rr^^ J J DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PROJECT NOTES,DRAWINGS,AND/OR VJ 41 J C EXISTING CONDITIONS,ENGINEER SHALL DETER llNE WHICH GOVERNS. DISCREPANCIES SHALL BE (E)H TO W J D BROUGHT TO ATTENTION OF ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR (' v SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE I I I I 14= E)4HDR ,7 H BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. REMAIN I Y I I I I I I I ) I i I I I Ip > (E71�x�41EXT.W��++LLLS LO WIND DE51GN I I I TO RenAIN,TV'F UNOI I I I I Q R BASIC WIND SPEED(3-SEC GUST) v= 110 MPH OCCUPANCY CATEGORY 11 -0 0 LL L LEXPOSURE CATEGORY B INTERNAL PRESSURE COEFF.,GCpI t0.18 a v w wLl 3 '? SEISMIC DESIGN � W NO CHANGE, e snL SNOW LOAD rn LyJ �n GROUND SNOW LOAD,Pg 20 PSF FLAT ROOF SNOUT LOAD,Pf 25 PSF I I I I I I I I I I I r Ln r SNOW EXPOSURE FACTOR,Ce 1.0 THERMAL FACTOR,Ct 1.0 INSPECTIONS BY BUILDING OFFICIAL:ALL CONSTRICTION 15 SUBJECT TO INSPECTIONS BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 110. THE CONTRACTOR SHALL COORDINATE Q ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION I p REPORTS TO THE ENGINEER FOR REVIEW, w - Lu Lu u Q > LJJ ? WDOD FRAMING I I I (L p IV c(i N IL STANDARDS: IBC CHAPTER 23,NDS AND NDS SUPPLEMENT Imo 8Iw I I N IDENTIFICATION:ALL SAWN LUMBER PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK ORA CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. N x4 m 'I I x N x I I I I I MATERIALS: WA F M I wlR O 'r m (N RY SAWN LUMBER:CONFORM TO GRADING RULES OF WWPA,WCLIB OR NLGA.FINGER JOINTED H A AG� DO ,U= O Z N STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. I w L MEMBER USE SIZE SPECIES GRADE 0. STUDS a POSTS 2x,4x HEM-FIR NO.2 WHERE( R TAU- -� I I L�t ( )T6/5 T�. wJ015TS+RAFTERS 2x6-2x12 HEM-FIR NO.2 DAMAG D R(N x4 I I I 7 ® BEAMS 4x8-4x12 HEM-FIR NO.2 SA UT�t TO xIST N 2/9FN7 3 I I (N-THDOF @-AMS I I (K WOOD STRUCTURAL SHEATHING(PLYWOOD):WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES:ALL VENEER PLYWOOD,ORIENTED STRAND BOARD,AND COMPOSITES OF (E)DAMAGEDFT VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1-95 AND TAILS PS-2-92 OF THE U.S.DEPT.OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION ../ (ti ^. 3.-.D "Zt7 z6 (E)HIR TO (APA). 1 HDR /SNI 3', REMAIN MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE `^ - [U ROOF 15/32" 32116 C-D 1 d�?'� (E)EDGE OF Z Q W •- WALLS 15/32° 32/16 C-D 1 +°'tea' QF r —-- - U J '.EL O WALLS(AL7) 7f6"05B 24/16 G-D i ?�+b�y0 (N14x6 PORCH - --- 5/SHT3 �_ W Q N JOIST HANGERS AND CONNECTORS:SHALL BE"STRONG TIE"BY SIMPSON COMPANY OR USP �� • ROOF BEAMS � EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. CONNECTORS SHALL BE INSTALLED )�{e - - (E)2x4 PORCH (J] '� Ld p� ROOF W PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO � - - - TOO REMAIN, P � � Q Q MEMBERS,PLACE U2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED (E)4x4 PORCH POSTS TO REMAIN- Q m 3 OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. PROV(2A,`0 x 6"SDS _ _ FASTEN(N)BEAMS TO TOP OF NAILS AND STAPLES:CONFORM TO IBC SEC 2303.6"NAILS AND STAPLES."UNLESS NOTED SCREWS THRU(E)POST (E)POST W/'ACE4'POST CAPS C) Qa, N F- ON PLANS,NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAIL5 SHALL BE OR(N)4x6 BEAM INTO L!1 W COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING (E)2?(AT FRONT SOFFIT. N '0 a 5'-il"t SPECIFICSIZE ATIOJS I ENGTH DIAMETER TYP EA SIDE OF PORCH W ad 21/2" 0.131" ED 10d 3" 0.148" PLAN NOTES: ILL 16d 31/2" 0162" I. ALL DIMENSIONS ARE APPROXIMATE TO FACE OF STUD FRAMING. CONTRACTOR U LAG 5OLT5BOLT5:CONFORM TO ASTM A301. SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION N CONSTRUCTION, 2. SAFETY GLASS 18 REQUIRED PER IRC SECTION R308A. NAILING REQUIREMENTS:PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 3. ALL WOOD FRAMING WITH SURFACE CHAR LESS THAN'e"MAY REMAIN IN PLACE � "FASTENING SCHEDULE"EXCEPT AS NOTED ON THE DRAWINGS. NAILS SHALL BE DRIVEN FLUSH PROVIDED IT IS CLEANED BY MECHANICAL MEANS AND SMOKE SEALED,ANY CL AND SHALL NOT FRACTURE THE SlJRFACE OF SHEATHING. WOOD FRAMING WITH DAMAGE GREATER THAN 40"MUST BE REMOVED AND REPLACED IN-LIKE KIND TO MATCH EXISTING SIZE i SPACING. W STANDARD LIGHT-FRAME CONSTRUCTION:UNLESS NOTED ON THE PLANS,CONSTRUCTION SHALL 4. ALL WOOD FRAMING THAT IS FOUND TO BE SPLIT,FRACTURED,MISSING ANY CONFORM TO IBC SEC 2308"CONVENTIONAL LIGHT-FRAME CONSTRUCTION"AND IBC SEC 2304 PORTION OF ITS CROSS-SECTION OR OTHERWISE MATERIALLY DEFORMED OR L9 Z "GENERAL CONSTRUCTION REQUIREMENTS." OUT-OF-PLUMB SHALL BE REMOVED t REPLACED WITH NEW FRAMING OF LIKE KIND Qj Q V U] AND SIZE TO MATCH EXISTING. USE MIN HEM-FIR•2 OR BETTER UNO ON PLANS. Q < L3 W MOISTURE CONTENT:WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE 5. ALL REPLACEMENT GWB SHALL BE II,,"THICK REPLACEMENT EXTERIOR SHEATHING m W CONTENT OF 19%EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE. SHALL MATCH EXISTING,HOWEVER,SHALL BE AT LEAST 15/92"OSB OR PLYWOOD V" m Z ❑ ❑ FOR ROOF AND 085 OR 15/32°PLYWOOD FOR WALL SHEATHING. UNO,NAIL 8d Q W m Z PRESERVATIVE TREATMENT:WOOD MATERIALS ARE REQUIRED TO BE"TREATED WOOD"UNDER �6 :--- ❑ d UI IL 6"OC AT PANEL EDGES AND 12"OC FIELD NAILING. W W CERTAIN CONDITIONS IN ACCORDANCE WITH TBG SEG 2304.11"PROTECTION AGAINST DECAY AND 6. PROVIDE NEW KRAFT-FACED R-49 ATTIC BATT INSULATION t NEW KRAFT-FACEDR-15 LLI ❑ TERMITES". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD-PRESERVERS ASSOCIATION(AWPA)FOR SAWN LUMBER,GLUED LAMINATED TIMBER,ROUND SIN INSULATION AT 2x4 EXIST EXTERIOR WALLS WHERE DAMAGED. T LIEU OF U POLES,WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE USING KRAFT-FACED BAT TS WHERE INDICATED ABOVE,UNPAGED BAT6 MAY BE FAINT WITH A (ALSC)QUALITY ASSURANCE PROCEDURES.PRODUCTS SHALL BEAR THE APPROPRIATE MARK USED PROVIDED THAT A VAPOR RETARDING PRIMER OR FINISH PERMEABILITY RATING LESS THAN OR EQUAL TO MAY BE USED. METAL CONNECTORS/PT WOOD:GK5E RECOMMENDS THAT ALL METAL HARDWARE AND 7. ANY NEW GLAZING SHALLL AN USED, MEET MIN.U=090(VERT)AND U•0,50(OVERHEAD). FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT 8, ANY NEW EXTERIOR DOORS SHALL BE MIN U•030. THE OWNER'S RISK AND DISCRETION,HOT-DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL PROVIDED THAT THE ROOF FRAMING REPAIR PLAN FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND ITS USE 15 COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF SCALE:1/4"•I'-0" D F 3 THE WOOD.