3315 SEAWAY BLVD 2024-07-16 - Laserfiche WebLink

GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE,2018 EDITION C. HE4O 6-#10 SCREWS MIN. BUILDING RISK CATEGORY=H Q dpi NASyx�e, BETWEEN UNIT & CURB MECHANICAL UNIT & (TYP. ALL 4 SIDES) CURB BY MECHANICAL LIVE LOADS: CONTRACTOR (MAXIMUM LIVELUNIFOADS: : 6-#10 SCREWS MIN. _ TOTAL WEIGHT PER PLAN) 6-#10 SCREWS MIN. MECHANICAL UNIT & (TYP. ALL 4 SIDES) _T LOCATION LIVE LOAD REDUCIBLE '"Ff�xaali A°�`.t°:'• BETWEEN UNIT & CURB CURB BY MECHANICAL (EMBED 1Yz" MIN. INTO 4x DF#2 LEVELING CURB ROOF 25 PSF(SNOW) NO 10 At �Np (TYP. ALL 4 SIDES) CONTRACTOR (MAXIMUM 4x LEVELING CURB OR (IF REQUIRED) TOTAL WEIGHT PER PLAN) STRUCTURAL SUPPORTS) w/5-Ya"O LAG SCREWS WIND DESIGN INFORMATION: 4x DF#2 LEVELING CURB �—— ��——— ��——— WIND LOADS ON THE MAIN WIND-FORCE RESISTING SYSTEM(MWFRS)WAS DETERMINED (IF REQUIRED) w/5-Ya"O LAG I I (TYP. ALL 4-SIDES) USING THE ENVELOPE PROCEDURE. Digitally signed } } 6-#10 SCREWS MIN. (E)STIFFENER SCREWS (TYP. ALL 4-SIDES) I I (TYP. ALL 4 SIDESI PER PLAN 4x8 DF#2 OR BETTER by John Headland ------� r------- (EMBED 1Yz" MIN. INTO w/SIMPSON BA48 WIND SPEED Vult=110 MPH Vasd=85 MPH 4x LEVELING CURB OR (E)SHEATHING HANGER EA. END EXPOSURE"B" X=1.0 Kt-1.00 Date:2024.01.09 (E)2x STIFFENERS w/NEW 4x6 DF#2 BENEATH STRUCTURAL SUPPORTS) A-1.0 SEISMIC DESIGN INFORMATION: pp SIMPSON LUS2x HANGER EDGE OF UNIT THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. 14:39:22-00'00' (E)ROOF TO 4x6 HEADER HANGERSOEA. END 6 (E)2x STIFFENERS SS=138.7% SDS 0.925 SHEATHINGza S1=49.3% SDI 0.594 RP=6.0 NOTES: ap=2.5 \ REMOVE LOAD PRIOR TO WELDING. Ip=1.0 ' z d SITE SOIL CLASS=C (E)JOIST �\ / WHEN WELDING, USE CAUTION TO SEISMIC DESIGN CATEGORY=D C7 e r (E)STIFFENER PER PLAN NOT DAMAGE TRUSS MEMBERS. F04 Y a STRUCTURAL STEEL: 0.x+ J W ALL EDGES OF ROOF TOP UNITS ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36(Fy=36,000 psi)OR ASTM A992 TO BE SUPPORTED BY 4x, OR (TRADE 50(Fy=50,000 pi).APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. F z 3 N E,;=_ EXISTING JOIST. xD Z g m" 4x8 DF#2 MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON,OR APPROVED EQUAL.NAIL ALL rii �U W .J o°E (E)JOIST PL w LAGER A BA48 STRUT DRAG ADDITIONAL 2- 2x2 -=v PER PLAN TYP. / Ir l 4 x316 HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON 'I I' a' _T= (TYP.) HANGER EA. END STRUT PER PLAN ADDITIONAL WEB FROM POINT OF LOAD DRAWINGS.ALL NAILS ATTACHING TO PRESSORS TREATED WOOD MEMBERS SHALL BE HOT (TYP.) APPLICATION TO CLOSEST DIPPED GALVANIZED. `N v o REQ'D IF GREATER y 3,,, on E THAN 0'-6" PANEL POINT AT BOTTOM OF e z°€9 JOIST (REQUIRED AT JOIST FRAMING LUMBER: REFERENCE DESIGN VALUES ovo END OF EACH 4x) 2.,3x,4.MEMBERS...................................D.F.#2........................................Fb=900 psi m io SECTION A-1 .0 EACH ANN of �� LUMBER NOT NOTED SHALL BE D.F.#2 OR BETTER. 2" EACH ANGLE a SCALE: 3/a..=,'-O" 11111 a E ALL GRADES SHALL CONFORM TO W WPA WESTERN LUMBER GRADING RULES--2021 UO¢2 n R EDITION.ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH SECTION LJ—1 .0 STANDARD UT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL STEEL SECTION.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SCALE: 3/a..=,•-0" PRESSURE TREATED.MAXIMUM MOISTURE CONTENT 19%AT INSTALLATION FOR ALL LUMBER. STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED AS OUTLINED IN THE STRUCTURAL NOTES. TESTING SHALL BE IN ACCORDANCE WITH THE SPECIAL INSPECTION SECTION OUTLINED ON zO THIS DRAWING SHEET.A SEPARATE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED PER IBC SECTION 1705 SHALL BE PROVIDED BY OTHERS FOR ALL MATERIALS,SYSTEMS, a COMPONENTS AND WORK NOT INCLUDED IN THE STRUCTURAL DRAWINGS. U SPECIAL INSPECTION FOR SEISMIC RESISTANCE, SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED FOR THE FOLLOWING COMPONENTS AND SYSTEMS: F w �� Of W 1)ROOF TOP HVAC UNITS CONTAINING HAZARDOUS MATERIALS r 56'-0" CONTRACTORS RESPONSIBILITY(IBC SECTION 1704.4): �� THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM,OR WIND/SEISMIC RESISTING 8'-0" 4 ® 10'-0" 8'-0' 6-#10 SCREWS MIN. COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SU13MITA e F = 40•-0� BETWEEN UNIT & CURB WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER d, o PRIOR TO COMMENCEMENT OF WORK ON THE SYBTEM OR COMPONENT.THE CONTRACTOR'S (TYP. ALL 4 SIDES) STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1.ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN I THE STATEMENT OF SPECIAL INSPECTIONS; 6-#10 SCREWS MIN. $ 2.ACKNOWLEDGMENTTHAT CONTROL WILL BEEXERCISED TOOBTAIN CONFORMANCE LU (TYP. ALL 4 SIDES) I WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; \ (EMBED 1)z" MIN. INTO — 3.PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, 4x LEVELING CURB OR THEMETHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS; Z STRUCTURAL SUPPORTS) 4x DF#2 LEVELING CURB AND Q (IF REQUIRED) w/5-Ya"O LAG 4.IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL Q J SCREWS (TYP. ALL 4-SIDES) AND THEIR POSITION(S)IN THE ORGANIZATION, L6 0 0 0 SH)EAOTOHING SPECLIL INSPECTIONS: n Ch U) SPECIAL INSPTIONS PER IBC SECTION 1705.A COPY OF ALL INSPECTION REPORTS AND O Z 00 oo TEST RESULTS ECFOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING 0 (NJ a N oo N DEPARTMENT,SHUTLER CONSULTING ENGINEERS,THE OWNER AND THE ARCHITECT BY THE 1 Co 0 3 3 d TESTING AGENCY FOR REVIEW.THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING J�'�/'� n MAU-01 AGENCY APPROVED BY THE BUILDING DEPARTMENT.JOB SITE VISITS BY THE ENGINEER DO ly z U w (2,241# M X.) n (E)CONT. WOOD PLATE NOT CONSTITUTE AN OFFICIAL INSPECTION. > BY JOIST MFR. (TYP.) _J L1J OF 4x6 DF#2 BENEATH SPECIAL CONDITIONS: m rn (N)4x6 EDGE PS UNIT THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.DURING } V u) C 1.0 pF#2 w/SIMPSON WP46 CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,BRACING,AND f 1 Z Z (E)RG (E)RG (E)RG ^ (E)ROOF GIRDER HANGER GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL,STATE,AND LOCAL 1 1 I `J Q En f A 1.0 `Y CODES.CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD.. UJ a > = Q DF)2 8 (N x8 MECHANICAL,FIRE PROTECTION AND ELECTRICAL SYSTEMS: Q Q # B-1.0 DF#2 IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR'S RESPONSIBILITY TO = LU > U SECTION C—1 .0 PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR O 0 > LU SCOPE OF WORK.THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW D_ SCALE: 3/j•=1'-0" AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION � F- (n O N O N O DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR I— N o N o N SYSTEM. Co IJJ w o o ro o ro O /1/ UJ N u_ > O 3 M 3 M ` City of Everett Permit Review Lu z EVERETT Status: Approved LU J 02/01/2024 8:19:03 AM ~ w z € (E)RG LU Additional Permits Are Required o For This Project To Include: (M� (A� ENGINEER: JH P �T" ARORK EA a CHECKED BY: JH (E)1 8LH400/250 ❑ Plumbing Sprinkler -� DATE: 01-03-24 Mechanical ElFire Alarm JOB No.: 19-01.13V Electrical N EXISTING PARTIAL ROOF FRAMING PLAN ® __ SHEET No.: SCALE:Y6"=,•-0" I I NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. S1 . 0• O m E OF DRAWINGS SHALL ---------- J•OB SITE AT ALL TIMES N KEY PLAN SCALE: N.T.S. a 1 OF 1