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HomeMy WebLinkAboutB16-2570 078-100-009BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: 0720— ) 1i U j Building Permit # � e � Owner Name: S21!/l t r> V�'n 00-r" yylca 'Q i R VN v Submit completed form in person or by mail or fax to: Butte County Development Services- Buildina 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address:Jr9 0 L-� �` c� Y1 1 nt 0 Vrq4 Owner Phone: (G:? Jobsite Address: `l �- U "+; Project Sq. Ft.: ��� Project Type: Construction I Demolition Jobsite Contact: VM ma'dg11Company: &'141"\ sk-) �►'� S� ��� t Jobsite Phone: { �) _Ise\� � Brief description of project: 1 ��C� i%��` �' ►n N d>`A-) a By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VIl) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. P wner . Contractor) Signature: (Circle) (2) Date: es'>— ) 0 — ) MATERIAL 1 Reuse Recycle Dispose FACILIT[ES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete asphalt' Lumber Plant/Tree Debris Dry Wall Metal Cardboard p �wrc �tL Co C 5�-,cj iiZl �, t 11 Other: yn e"n Other: Recovery Plan approved:Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. DVKOPWN: SENVICES I�h IIIIII _[ J1 F� J T Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR BUTTE 7 County Center Drive COUNTY Oroville, CA 95965 530.538.7601 Office 530.538.7785 Fax www.buttecountv.net December 20, 2016 VAN DER MAELEN, STEPHEN 5930 LINCOLN BLVD. OROVILLE, CA 95966 JUN 2 6 2017, DEVELOPMENT SERVICES Assessor Parcel Number: 078-100-009 Building Permit Number: B16-2570 Plan Check #1 Description: Mini Storage Building on Existing Foundation Occupancy Classification: S-1 Construction Type: II -B Stories: One Fire Sprinklers: No Building Total Area: S-1 @ 5,250 sf (-23 I-?. Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two complete revised sets of plans for re -check. GENERAL COMMENTS: Please reference on the plans the 2013 California Building Code (CBC), 2013 California Mechanical Code (CMC), 2013 California Plumbing Code (CPC), 2013 California Electrical Code (CEC), 2013 California Fire Code (CFC) and 2013 California Energy Code & 2013 California Green Building Standards Code 5-ce s w-1, I Please provide a Code Analysis for this building on the cover sheet of the plans. If this building was included within the previous Code Analysis please show it on the cover sheet. rj cc- 51,x}. NON-STRUCTURAL COMMENTS: Please provide a Site Plan showing the fire separation distance to the actual lot (property) line and any imaginary line between existing buildings on the same 1 t. Refer to 2013 CBC Section 705.3 15 ee- et ACCESSIBILITY COMMENTS: ACl . Please fully complete, sign, and return the Accessibility Upgrade Worksheet and Cost Table, in accordance f with 2013 CBC Sec.I 1B-202. The owner or applicant must sign and date the Accessibility Worksheet form. (Le. Item #2 & #3 along with the selected compliance obligation was not completed.) / AC2. In completing the Accessibility Upgrade Worksheet and Cost Table for this project please review 2013 CBC Section I IB -225 for possible upgrades. 46e cL MECHANICAL COMMENTS: No mechanical shown PLUMBING COMMENTS: No plumbing shown ELECTRICAL COMMENTS: No electrical shown r Will there be any outdoor lighting provided or attached to the proposed building? N0 T-24 ENERGY COMPLIANCE COMMENTS: No Energy Compliance was shown. Please refer to the electrical comment above. CGBSC "CALGREEN" COMPLINACE COMMENTS: Submit a (2013 CalGreen Code) Non -Residential Mandatory Measures Check list. Please identify all applicable mandatory compliance measures, method of compliance and method of providing compliance verification. i i+-t_Cke_4 ./ CG2. Provide a Construction Waste Management form. (Obtain from Building Department Counter) 2013 CalGreen Section 5.408. t3I oL , "-er Provide a plan that is implemented to manage storm water drainage during construction. 2013 CalGreen Section 5.106.1. (Show on the Site plan the proposed desivn.) she 5i +,c Pla.1 , 4. Please identify who will be responsible for providing CalGreen compliance verification on the plans. (I.e. The Project manager or General Contractor will be the responsible person to collect and provide verification of compliance to the Building Inspector prior to building Final.) S e C Ce.1 ,0 Yee H S STRUCTURAL COMMENTS: The Foundation Design note 1 on sheet S 1.1 of the plans indicates "foundation design by others". Please provide design for the foundation. The plans indicate the foundation is existing. Please also provide written verification from the engineer of record that the existing foundation has been investigated and found to be adequate to support the proposed structure. 5 ee- VVI a k 0 v^e-S P o vA S e. . 2. Periodic special inspection is required in accordance with 2013 CBC for the proposed anchors installed in existing concrete. Please provide a Statement of Special Inspections on the plans and list the special .inspections required in accordance with 2013 CBC. The Special Ins ector must be em to ed by the owner and approved by the Butte County Building Division. Please provide the name of the approved specia ins ectors that will be employed to provide each special inspection. Special inspectors not already approved .inspectors the Butte County Building Division must submit a Statement of Qualifications and verification of current ICC (or equivalent) certification for the particular item they will be inspecting. 5" VVI'a" Lo Ve3 Please revise the Soils Information note 2 on sheet S 1.1 to reference the Geotechnical Report prepared by Applied Testing Consultants that was provided for this project. Se.e VVI a�nb "-% P0L-S-e. The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to hqp://www.buttecount_y.net/dds and clicking Building Permits Status. Rick Mauldin Philo Hunt, P.E. Plans Examiner Plan Check Engineer 530.538.2875 530.538.2130 rmauldin(abuttecoun , .net phunt@buttecounty.net �'ITTE Lyt7.1, Butte County Department of Development Services r K' PERMIT CENTER {ib JUN 6Q j 7 County Center Drive, Oroville, CA 95965 SERVICES 30)538-7601 Permit Center Phone (530)538-6861 Fax(530)538-7785 SJ. DfVYSYJf4¢NY $CYnCtS RYICES FORM NO DPC-01 ACCESSIBILTY UPGRADE WORKSHEET Job Address v / h C CN *7 Project Name i1C�V�l�.� J0�6 reg Applicant % Yt b � ✓t advl, Owner .0 1. Construction Cost: $ ; 00o, r b. Basement $ Date %9 "3%—%(j Permit Number B a. Ground floor $ c. Other floors ( ) $ 2. Construction Cost on the same path of travel during the previous three years: $ _6' 3. Total Construction Cost (add amounts in 1 and 2 above): $ _ rj 01 pac) 4. Current Valuation Threshold (Effective January 2016): $ 150.244.00 SELECT YOUR APPLICABLE ACCESSIBILITY UPGRADE COMPLIANCE OBLIGATION ❑ This alteration consists solely of accessibility upgrades and is limited to its specific scope of work. ❑ The existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration currently comply with all accessibility provisions as for new buildings. ❑ The total Construction Cost (item 3 above) exceeds the current valuation threshold and the alteration occurs on the ground floor. I will upgrade the existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration to comply with all accessibility provisions as for new buildings. The total Construction Cost (item 3 above) does not exceed the Current Valuation Threshold (item 4 above) or the alteration occurs on a floor other than the ground floor. I will upgrade the existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration, as applicable, to comply with all accessibility provisions as for new buildings. ❑ The total Construction Cost (item 3 above) does not exceed the Current Valuation Threshold (item 4 above) or the alteration occurs on a floor other than the ground floor and providing compliance with all accessibility provisions as for new buildings would create an unreasonable hardship. I will provide accessibility to the maximum extent feasible without incurring disproportionate costs (i.e. 20 percent of the amount in Item 1 $ 501000 ). In choosing which accessible elements to provide, priority will be given to those elements that will provide the greatest access in the order provided in the Cost Table. (Please complete the Cost Table) Signed (OWNER OR APPLICANT) Date RLdng_Division Plan A�PProvaL_ — Date �i Cost Table Step A. Select the compliance status applicable to each category. If "Existing Full" is selected go to Step C. Otherwise, go to Step B. Step B. Select the individual elements in this category that are non -complying. Describe the upgrades necessary for full compliance of each selected individual element and provide their costs. Step C. Go to the next category (2, 3, 4, 5 then 6) and perform Step A. Repeat until all 6 categories have been completed in order. A,_ A -7 ter% 'I ()1 r- Paee l of3 NOTE: If providing an individual element is unfeasible or the costs of an individual element cause the total costs to exceed the disproportionate costs for this project, note it as such and skip to the next individual element selected. Your total costs should be approximately equal to or greater than the disproportionate costs unless full compliance for each category is achieved prior to exceeding disproportionate costs. Disproportionate Costs for this project $ (Amount from Accessibilitv Udarade Worksheet CATEGORY 1 PRIMARY ENTRANCE TO ALTERED AREA Compliance Status: ❑ Existing Full Upgrade Full ❑ Upgrade Partial COSTS ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ DOOR A. Change of door B. Threshold $ ©p O C. Hardware D. Kick plate E. Strike -side clearance F. Other SIGNS AND IDENTIFICATION IV A. Sign at building entrance B. Sign in building lobby C. Other Subtotal 2 ROUTE TO THE ALTERED AREA NA Compliance Status: ❑ Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CHANGE OF ELEVATION(S) A. Ramps/Curb Ramps B. Lifts $ C. Elevators DOORS A. Change of door B. Threshold C. Hardware D. Kick plate E. Strike -side clearance F. Signs and identification (Braille) G. Other Subtotal M___ ,-_ ; -in -�nlr Pa2e2of3 CATEGORY 3 RESTROOMS SERVING ALTERED AREA Compliance Status: ❑ Existing Full ❑ Upgrade Full ❑ Upgrade Partial COSTS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ A. Enlarge restroom B. Enlarge door(s) C. Strike side clearance D. Door symbols E. Signs and identification (Braille) F. Replacement or relocation of fixture (specify) 1. $ 2. 3. 4. G. Replacement or relocation of accessories (specify) 1. 2. 3. 4. H. Grab bars (bars and backing) I. Other Subtotal 4 PUBLIC TELEPHONES Compliance Status: ❑ Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ A. Retrofit/Add Subtotal $ $ 5 DRINKING FOUNTAINS A Compliance Status: ❑ Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ ❑ ❑ ❑ ❑ A. Replace drinking fountain B. Relocate existing drinking fountain C. Provide alcove D. Add wing walls and/or floor treatment E. Other $ $ Subtotal 6 PARKING, STORAGE, ALARMS Compliance Status: ❑ Existing Full Upgrade Full ❑ Upgrade Partial F1 J, ❑ X A. Replace curb ramps B. Re -slope parking space & loading/unloading aisle C. Paint the border of loading/unloading aisle blue D. Other a o.Pl a.,✓tee pj ^.c e ci v i ve 1 ef $ 2/ fav"-1cJ +C' f �.Y-dv"-de I Pai.^k�i (oad *'►nGi a v`e ( otcc e S 'rx,12 , f- S. Subtotal Subtotal r,,,,,a " j 7 -1 ") )n -2i- Paee3of3 TOTAL $ 11- G5O0 r .: �.A -7 -)r� - -ani r- Pate 4 of BUTTE COUNTY JUN 2 6 20171 DEVELOPMENT SERVICES January 19, 2017 S T E E L 5650 El Camino Real, Suite 100, Carlsbad, CA 92008 Phone: (760) 448-1760 Fax: (760) 448-1761 Butte County Department Of Development Services Rick Mauldin, Plans Examiner Philo Hunt, P.E., Plan Check Engineer 7 County Center Drive Oroville, Ca 95965 530.538.7601 Office Van Der Maelen, Stephen 5930 Lincoln Blvd. Oroville, Ca 95966 Assessor Parcel Number: 078-100-009 Building Permit Number: B16-2570 Plan Check #1 Description: Mini Storage Building On Existing Foundation The following is a partial response to plan review comments dated December 20, 2016. Responses are indicated in Bold type. All remaining items to be addressed by others. STRUCTURAL COMMENTS: 1, 1. The Foundation Design note 1 on sheet S1.1 of the plans indicates "foundation design by others". Please provide design for the foundation. The plans indicate the foundation is existing. Please also provide written verification from the engineer of record that the existing foundation has been investigated and found to be adequate to support the proposed structure. SOLUTION: SEE REVISED `FOUNDATION DESIGN' NOTE ON SHEET S1.1 4.,,1- 2. Periodic special inspection is required in accordance with 2013 CBC for the proposed anchors installed in existing concrete. Please provide a Statement of Special Inspections on the plans and list the special inspections required in accordance with 2013 CBC. The Special Inspector must be employed by the owner and approved by the Butte County Building Division. Please provide the name of the approved special inspectors that will be employed to provide each special inspection. Special inspectors not already approved by the Butte County Building Division must submit a Statement of Qualifications and verification of current ICC (or equivalent) certification for the particular item they will be inspecting. r SOLUTION: SEE REVISED `DRILLED ANCHORS' NOTE & `SPECIAL INSPECTION' NOTE ON SHEET S1.9 3. Please revise the Soils Information note 2 on sheet S1.1 to reference the Geotechnical Report prepared by Applied Testing Consultants that was provided for this project. SOLUTION: SEE REVISED `SOIL'S INFORMATION' NOTE ON SHEET S1.1 Please call me with any questions or comments. QROFESS(C)V Digitally signed Thank you, R 9(� by Michael Dale DN: c=US, o=U.S. Government, m Michael ou=ECA, Michael R. Dale, PE Cr No. C63911 ou=VeriSign, Exp. 18 R. Dale Inc., Project Engineer ou=Unaffiliated, ��Q cn=Michael Dale 1V1 Date: 2017.01.19 n,- 0 11:19:49-08'00' MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE THE BMP'S (BEST MANAGEMENT PRACTICES) L15TE12 BELOW MUST BE IN PLACE AT ALL TIMES THROUGHOUT THE YEAR THE BMPS LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMPS COULD BE REQUIRED BASED ON SITE CONDITIONS. I. STABILIZED ENTRY: PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x IS' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE VET OR DURIN6 A RAIN EVENT THERE SHALL BE NO TRACKIN6 OF SOILS ONTO THE STREET. 5. RATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 4. ROCK BA65 (MINIMUM 2 PER 51M AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. 7. STABILIZE ALL D15TUR15W SOILS IN THE FRONT YARD AREAS WITHIN IW OF THE BACK CURB OR 51DEHAl.K. (5TRAH OR EROSION BLANKETS MAY BE USED FOR TH15 APPLICATION) 6. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, V15GUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) Q. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 51DEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. II. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXE5, PAINT 5UCKET5, GLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM HATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE HA5HOUT. HAY BAILS LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFEOTIVENE55 OF YOUR BMP'5. PROVIDE STRAW HADDLE5 DURIN6 PAVING CONSTRUC EXI5TIN6 STORAGE UNIT EXISTING STORAGE UNIT FENCE 51 TE PLAN I " = 40'-0° 51 TE PLAN iii = 1001_011 Y -I ROAD SITE INFO: 5130 Lincoln Blvd. SHEET GREGORY A. P E I T Z '145.Q' OROVILLE, CA 15166 1 OROVILLE, CA 15166 12.10 ACRES 1 PHONE: I PRESUMED `�� ��` (E) SEPTIC HOUSE PPOPERTY D 5Y5TEM 1 LINE 6ARAC7E PER EXISTING j PROPOSED SEPARATE &' FENCE R STOA&E PERMIT ' UNIT EXI5TING 6' TO BE FENG j COMPLETED O _1 m to -- -- �' OFFICE O EXI5TIN6 5TORAGE UNIT 1 EXI5TIN6 STORAGE UNIT O _1 � -5 I 1I1 /T5 UNI / EXI5TIN6 STORAGE UNIT EXI5TIN6 510RA C I 1 / EXI5TIN6 STORAGE UNITS / EXI5TIN6 STORAGE UNIT EXI5TIN6 5TORA6E UNIT5 PE/MIT #�_- - BUTTE COUNTY DEVELOPMENT SERVICES i IE ED FOR / CODE COMPLIANCE EXI5TIN6 5TORA6E UNIT EXI5TIN6 CANOPIED �0 BY --- PARKING j nATE._- / CANOPIED STORAGE UNIT EXI5TIN6 STORAGE UNIT5 / EXI5TINC EXISTING FENCE----__E��r-crz TING QOQ.63' FENCE L- - -- -- -- -- 51 TE PLAN iii = 1001_011 2 0 N It 0 N 0 N M N to OWNER: STEPHEN VAN DER MAELEN SITE INFO: 5130 Lincoln Blvd. SHEET GREGORY A. P E I T Z ADDRESS: 5130 Lincoln Blvd. OROVILLE, CA 15166 ARCHITECT OROVILLE, CA 15166 12.10 ACRES 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 PHONE: APN: 078-100-001 of: ONE 2 0 N It 0 N 0 N M N to SCOPE OF WORK I. THE 50OPE OF WORK TO BE PERFORMED UNDER THI5 PERMIT SHALL BE THE ERECTION OF THE PRE-ENGINEERED WALLS AND ROOF STRUCTURE OF A 25'x210' METAL BUILDING ON A PREVIOUSLY PERMITTED AND INSPECTED GONG. FOUNDATION. IN ADDITION, A SECTION OF PAVING SHALL BE REMOVED AND INSTALLED TO PROVIDE ACCE551BILITY TO THE DISABLED TO SATISFY THE REQU I REMENT5 OF GBG IIB -202. AGGr=551 S 1 L 1 TY NOTE5: I." MAXIMUM VERTICAL RISE AT DOOR THRESHOLDS ® ACCESSIBLE UNITS. 2. MAXIMUM PULL FORCE TO OPEN ROLL -UP DOORS SHALL BE 5 LB5. 3. ACCESSIBLE UNITS SHALL HAVE APPROVED HARDWARE PER II5-301.4 MOUNTED TO DOOR 34"-44" ABOVE FLOOR LEVEL. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, BUTTE COUN1y JUN 2 6 2011; DEVELOPMENT SERVICES I ( e)6 ;�v - I— PARTIAL FLOOR PLAN 1/411 = 1'-0" Revision: N A LNr GOVERNING CODES: 2013 GBG FIRE -RESISTANCE RATINGS: O -HOUR (TYPE VB TABLE 601) 2013 CEC EXTERIOR WALL SEPARATION: O -HOUR, 2013 CPC 2013 CMC RATED CONSTRUCTION: CHAPTER 1 2013 CFC N� 2013 CALIF. HEALTH SAFETY CODE PROJECTION5 : NON RATED (SECTION 704.2) AMENDMENTS in h 2013 CALIF. ENERGY CODE EFFICIENCY OPENINGS: UNLIMITED UNPROTECTED OPENINGS STANDARDS, ZONE 11 w (TABLE -705.8) 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS WITH DISABILITIES ACT � � 2012 EDITION NFPA 101 AUTOMATIC SPRINKLER: NONE REQUIRED AND NONE 2013 CGB50 INSTALLED (SECTION 4103) � OCCUPANCY GROUP: GROUP 51 - STORAGE OCCUPANT LOAD: I PER UNIT ` i C L'✓4." �. OCCUPANCY SEPARATION: NONE REQUIRED (TABLE 508.4) NUMBER OF EXITS REOD: I ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: 1,000 S.F. ®d ACTUAL FLOOR AREA: 5,250 S.F. 'c� ALLOWABLE STORY/HEIGHT: I STORY / 40 FEET ACTUAL STORY/HEIGHT: I STORY / 12 FEET CONSTRUCTION TYPE: TYPE IIB (SECTION 602.5 AND W I+1 TABLE 503) SCOPE OF WORK I. THE 50OPE OF WORK TO BE PERFORMED UNDER THI5 PERMIT SHALL BE THE ERECTION OF THE PRE-ENGINEERED WALLS AND ROOF STRUCTURE OF A 25'x210' METAL BUILDING ON A PREVIOUSLY PERMITTED AND INSPECTED GONG. FOUNDATION. IN ADDITION, A SECTION OF PAVING SHALL BE REMOVED AND INSTALLED TO PROVIDE ACCE551BILITY TO THE DISABLED TO SATISFY THE REQU I REMENT5 OF GBG IIB -202. AGGr=551 S 1 L 1 TY NOTE5: I." MAXIMUM VERTICAL RISE AT DOOR THRESHOLDS ® ACCESSIBLE UNITS. 2. MAXIMUM PULL FORCE TO OPEN ROLL -UP DOORS SHALL BE 5 LB5. 3. ACCESSIBLE UNITS SHALL HAVE APPROVED HARDWARE PER II5-301.4 MOUNTED TO DOOR 34"-44" ABOVE FLOOR LEVEL. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, BUTTE COUN1y JUN 2 6 2011; DEVELOPMENT SERVICES I ( e)6 ;�v - I— PARTIAL FLOOR PLAN 1/411 = 1'-0" Revision: Date: By: N� Eno in h in 4 w � � � d ®d 'c� W I+1 0 `e/ m CD W o W o �Qo CO �WoZ OECD co WLo m� 0 0 0 ARcy ORY A. A��F * NO. C21 N� 83 /17 VAN DER MAELEN PROPOSED 5TORA E UNIT Date JUNE 2017 Scale Drawn Lu Job 16T'T-2264 Sheet An Of Sheets r- Iq N CV r- e -I 0 N _ M to- i I ; V) 0 Z W r 0 LIGHT GAUGE METAL STRUCTURE: ABBREVIATIONS: LLJ r LL I 1. THE EXTENT OF THE STRUCTURAL LIGHT GAGE FRAMING IS SHOWN ON THE DRAWINGS AND INCLUDES ALL COLD DRAWINGS: (.0 r^ V ) >M FORMED FRAMING 22 GA. AND HEAVIER. IT INCLUDES BUT IS NOT LIMITED TO INSTALLATION OF ROOF JOISTS, FLOOR W z < µ,. _j JOISTS, WALL STUDS, AND RUNNER TRACKS COMPLETE WITH CLIPS, BRIDGING, STIFFENERS, ETC., REQUIRED FOR A COMPLETE FRAMING PACKAGE. AB ANCHOR BOLT ABV ;; ABOVE EF EJ EACH FACE EXPANSION JOINT THRU TO THROUGH TOP OF () W 2. MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM STRUCTURAL QUALITY SHEET STEEL MEETING THE ADH ADHESIVE ELEV ELEVATION TOC TOP OF CONCRETE W PIA .J > 0000 REQUIREMENTS OF ASTM A446 GRADE A, MINIMUM YIELD OF 33 KSI FOR 20 GA. AND LIGHTER, AND MEETING THE ADJ ADJACENT EMBED EMBEDMENT TOF TOP OF FOOTING �QLoOn. REQUIREMENTS ASTM A653, GRADE D, MINIMUM YIELD OF 57 KSI FOR 18 GA, AND MEETING THE REQUIREMENTS ASTM AFF ABOVE FINISHED EO EDGE OF TOL TOP OF LEDGER A653 SS GRADE 50 CLASS1 ASTM A570 GRADE 50 OR ASTM A607-92 GRADE EE MINIMUM YIELD OF 55 KSI FOR 16 GA. FLOOR EQ EQUAL TOM TOP OF MASONRY ` WTMEMBERS AND HEAVIER. ALL EDS SU AN SHALL BE MARK 0 THAT SUPPLIED MATERIALS C BE FIELD VERIFIED ANCH ANCHOR EXP EXPANSION TOP T TOP OF PARAPET 0 3. INSTALLATION: ARCH ARCHITECTURAL EXT EXTERIOR -EXTENSION TOS TOP OF STEEL A. WALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED TO MATCH STUDS TOP AND BOTTOM, AND ARCHITECT EW EACH WAY TOW TOP OF WALL SECURE THE STUDS TO THE TRACKS WITH APPROVED CONNECTIONS, INSTALL BRIDGING AS INDICATED ON THE BD BOARD FF FINISH FLOOR TS TUBE STEEL DRAWINGS. BLDG BUILDING FG FINISH GRADE TYP TYPICAL B. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OR WITH THE APPROVAL OF BLK BLOCK FLR FLOOR UNO UNLESS OTHERWISE Lllklm'COLN BLVD D THE ARCHITECT/ENGINEER. C. ALL FRAMING COMPONENTS SHOULD BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS BLKG BLOCKING BM BEAM FND FOC FOUNDATION FACE OF CONCRETE VERT NOTED VERTICAL 5930 OR AS REQUIRED FOR ANY ANGULAR FIT AGAINST AN ABUTTING MEMBER. BO BOTTOM OF FOM FACE OF MASONRY W WIDE FLANGE MEMBER D. TOP AND BOTTOM TRACKS TO BEAR DIRECTLY ON STUDS/POSTS, WHERE IT OCCURS. BOF BOTTOM OF FOOTING FOS FACE OF STUD WWM WELDED WIRE MESH E. USE LIGHT -GAUGE SHIMS IN BOTTOM TRACK TO ACCOUNT FOR SLAB IRREGULARITIES. OR FOUNDATION FT FOOT -FEET WWF WELDED WIRE FABRIC Ar F. STUDS/POSTS MUST BE FASTENED ON BOTH SIDES OF TOP AND BOTTOM TRACKS, WHERE IT OCCURS. 4. CONNECTIONS: BOT: BOTTOM BP BOTTOM -BASE PLATE FTG GA FOOTING GAUGE Z Z SHAPE MEMBER 0 OV I L L E C Aa 95961" A. WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1 & D1.3. USING E60XX OR E70XX ELECTRODES. BRG BEARING GYP GYPSUM THE ENGINEEREEL OF; RECORD MAY REQUEST A NONDESTRUCTIVE TEST TO VERIFY PROPER WELDS. BBS TWN OTHBETWEEN SIDES DR HGT HEADERB. HEIGH BA BASE ANGLE Aft 'A 1. SELF DRILLING AND SELF TAPPING, OF THE SIZE REQUIRED FOR LOADINGS. PROVIDE EXTERIOR COATING FOR SCREWS EXPOSED TO THE EXTERIOR. C C SHAPE MEMBER CHANNELS HORZ IN HORIZONTAL INCH -INCHES BC B/BM BASE CHANNEL BEAM U I I N G 2. USE #12 TEKS UNLESS OTHERWISE NOTED, FROM: PRIMESOURCE BUILDING PRODUCTS, HILTI SELF CJ CONTROL JOINT INT INTERIOR C POST DRILLING SCREWS, OR EQUALLY APPROVED. CJNT CONSTRUCTION JOINT JNT, JT JOINT *=COL COLUMN o� wad 3. SCREW PLACEMENT: MINIMUM EDGE DISTANCE, END DISTANCE, AND SPACING SHALL BE THREE TIMES CJP COMPLETE JOINT L ANGLE SHAPE DH DOOR HEADER C r- F o p THE SCREW DIAMETER. SCREWS SHALL BE SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STUD PENETRATION MEMBER DJ DOORJAMB 1 ZOWa BY AT LEAST TWO FULL DIAMETER THREADS, CL CENTER LINE MATL MATERIAL DS DRAG STRUT UC:) Q Mzu) o?o l C. POWDER DRIVEN SHOTS: SIZE AND SPACING AS REQUIRED TO PROPERLY ANCHOR THE FRAMING MEMBERS, USE CHARGE AS APPROPRIATE FOR ACTUAL USE FOR HILTI, INC. CLR CLEAR CMU CONCRETE MASONRY MAX MB MAXIMUM MACHINE BOLTEFO* EC EAVE CHANNEL EAST FACE OF * LL Ix 0 r J GENERAL NOTES: FOUNDATION DESIGN: ! D. BOLTS: THE STANDARD DIAMETER OF HOLES FOR BOLTS LESS THAN 1/2"0 SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/32 -INCH. STANDARD DIAMETER OF HOLES FOR BOLTS 1/2"0 OR GREATER SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/16 -INCH. (PER 2004 AISI-NORTH AMERICAN SPECIFICATIONS SECTION E3a) BOLTS SHALL BE INSTALLED USING "TURN OF THE NUT" METHOD. i UNIT CONC; CONCRETE CONN; CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTINUATION CVR COVER DEG DEGREE DTL DETAIL DIA DIAMETER DIAG DIAGONAL MC MIN (N) NTS OC PART PLCS REQ SIM SPCG MISCELLANEOUS CHANNEL MINIMUM (NEW) NOT TO SCALE ON CENTER PARTITION PLACES REQUIRED SIMILAR SPACING H L MC *=M NFO* P PBC PP RA SFO* *-S HEADER LEDGER MINI CLIP MASONRY NORTH FACE OF PURLIN POST BASE CLIP PARTITION PANEL RAKE ANGLE SOUTH FACE OF STEEL 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL DRAWINGS, REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. 2. STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW: BUILDING CODE: 2013 CBC/,2012 IBC OCCUPANCY = S-1, STORAGE CONSTRUCTION TYPE = 2B! EXISTING SLAB: 4" THICK SLAB WITH #3 BARS AT 15" OC EACH WAY OVER 2" OF SAND OVER A VAPOR BARRIER OVER A MIN. OF 4" OF UNCOMPACTED CRUSHED ROCK, PER SOILS REPORT. DESIGNED, INSTALLED, AND INSPECTED DURING PHASE #2, PERMIT #B0602-003, FINALED 12/04/2006, PAGE 12 OF THE CALCULATIONS SHOW A 4" THICK SLAB WITH #3 BARS AT 18" OC EA,jHENCE EXISTING 4" THICK SLAB WITH #3 BARS AT 15" OC EACH WAY IS ADEQUATE TO SUPPORT THE PROPOSED STRUCTURE. THE ROOF DECK: 3. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND NON-STRUCTURAL ITEMSSTEEL DURING CONSTRUCTION. 4. BUILDINGS ARE DESIGNED FOR THE FOLLOWING LOADS: o ° ww I DWG DIM DRAWINGDIMENSION (E) (EXISTING) EA EACH SPQUARECS STD STL SSPECIFICATIONS STANDARD STEEL WFNO* WEESL FACE OF 1. STEEL DECK SHALL BE McELROY "MIRAGE", FORM OF 24 GAGE STEEL SHEETS CONFORMING TO ASTM A446, WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-525. ROOF LIVE LOAD: 20 PSF REDUCIBLE: YES ROOF DEAD LOAD: 5 PSF C Pap U N F- W_' wFVOi°" ROOF SNOW LOAD, Pf: NA opo 2. THE DECK SHALL BE CAPABLE OF RESISTING A UNIFORMLY DISTRIBUTED ROOF LOAD AS SHOWN IN GENERAL NOTE #4. o a 'n FLOOR LIVE LOAD: NA FLOOR DEAD LOAD: NA U GROUND SNOW LOAD, Pg: NA SNOW EXPOSURE FACTOR, Ce: NA 3. THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE WEATHER PROTECTIO • SNOW IMPORTANCE FACTOR, is: NA SNOW THERMAL FACOR, Ct: NA COLD FORMED STEEL STRUCTURAL MEMBERS", AND CONFORM TO THE STEEL DECK INSTITUTE'S RECOMMENDED 1. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERINGS. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHER-PROOF. 2. MAKO STEEL, INCJMAKO STRUCTURES, INC. WILL BE RESPONSIBLE FOR WEATHER- PROOFING ALL STEEL FRAMING CONDITIONS NOMINAL WIND SPEED: 85 MPH RISK CATEGORY: II ULTIMATE WIND SPEED (3 SEC GUST): 110 MPH EXPOSURE: C SEISMIC IMPORTANCE FACTOR, Ie: 1.0 SEISMIC RESPONSE COEFFICIENT, Cs: 0.08 (LSFW) I 1 SPECIFICATIONS. 4. UNITS L BE ER D AND A.NQJORED IN ORDANC THT E FACTUR PE IFI ONS AND ECTI WING DRILLED ANCHORS: R R�7 BUILDING TYPE: d ENCLOSED ❑ PARTIALLY ENCLOSED ❑ FULLY OPEN SPECTURAL RESPONSE COEFFICIENTS: AND MATERIALS THEREIN WHICH ARE ERECTED AS A RESULT OF THE APPROVED CONSTRUCTION CONTRACT. 3. MAKO STEEL, INC./MAKO STRUCTURES, INC. IS NOT RESPONSIBLE FOR EXTERIOR WEATHER -PROOFING OF CONCRETE WALLS, PANEL JOINTS, MASONRY, AND/OR BRICK WORK, FLASHINGS OR WEATHER STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. 1. MECHANICAL ANCHORS: HILTI KB -TZ. PERIODIC INSPECTION REQUIRED. ADHESIVE ANCHORS: HY-70 EPDXY FOR MASONRY ONLY AND RE500-SD EPDXY FOR CONCRETE ONLY. SHORT PERIOD RESPONSE SE IACCELERATIOR TI N,0.SI: ONE SECOND PERIOD RESPONSE ACCELERATION, S1: 0.2608 SHORT PERIOD RESPONSE ACCELERATION PARAMETER, Sds: 0.5228 ' 2. INSTALLATION & MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS OR AS SPECIFIED ON THE DRAWINGS, WHICHEVER IS GREATER. 4. MAKO STEEL, INC./MAKO STRUCTURES, INC. IS NOT RESPONSIBLE FOR STANDING WATER INSIDE THE BUILDING DUE TO OPEN BREEZEWAYS. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN AND REMOVE ALL WATER FROM OPEN BREEZEWAY ONE SECOND PERIOD RESPONSE ACCELERATION PARAMETER, Sd1:0.326g SEISMIC USE GROUP: I SEISMIC SITE CLASS: D SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION COEFFICIENT, R 6.5=>LIGHT-FRAMED SHEAR WALLS i 3. WHERE SLEEVE, EXPANSION, OR EPDXY ANCHORS ARE SET IN MASONRY WALLS, FILL BLOCK CELLS WITH CONCRETE FOR BOLTED COURSE AND ONE COURSE BELOW ANCHOR ELEVATION. ACCEPTABLE EXPANSION ANCHOR SYSTEMS INCLUDE HILTI KWIK BOT 3 OR APP OVED EQUA . ACCEPTAB E EPDXY SY TEMS INCLU E HILTI HY-7 . CONDITIONS. DEFLECTION LIMIT: IBC ANALYSIS PROCEDURE: ALLOWABLE STRESS DESIGN 1 jj...... 5. ALL STRUCTURAL COMPONENTS AND SYSTEMS ARE DESIGNED FOR SELF WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED STRUCTURAL TESTS AND SPECIAL INSPECTION: SITE SPECIFICATIONS: LOADS, AND THE LIVE LOADS SHOWN ABOVE. 6. NON-STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING REQUIRED. 1. ALL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY THE OWNER PER 2013 CBC. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. COS TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, THE ENGINEER, THE CONTRACTOR, AND THE OWNER. INSPECTOR MUST SUBMIT FINAL REPORTS, IF PRELIMINARY REPORTS ARE ISSUED. EMPLOYED BYMAKO OF REPORTS AND SPECIAL REQUIRES A MINIMUM OF WORKABLE SLAB AREA PRIOR TO DELIVERY AND INSTALLATION OF MATERIALS, MINIMUM DETERMINED BY PROJECT SIZE, 2. ALL UNDERGROUND WORK SHALL BE COMPLETE AND DRIVEWAY AREAS SHALL BE CAPPPED WITH SUB PAVING PRIOR TO 7. THE METAL STRUCTURE IS NOT DESIGNED TO SUPPORT A FIRE SPRINKLER SYSTEM AS DRAWN. PROVISIONS WILL BE MADE TO SUPPORT FIRE SPRINKLER SYSTEMS WHEN REQUIRED INFORMATION IS SUPPLIED. ADDITIONAL CHARGES MAY APPLY. 8. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR -CEILING, AND ROOF -CEILING SHALL BE PROTECTED AS REQUIRED PER BUILDING CODE. (PENETRATIONS BY OTHERS) 2. NAMES OF INSPECTION CONSULTANTS TO BE USED ON THIS PROJECT SHALL BE PROVIDED TO THE BUILDING OFFICIAL ISSUANCE OF BUILDING PERMIT. 3. CONTINUOUS SPECIAL INSPECTION, EXCEPT WHERE PERIODIC SPECIAL INSPECTION IS ALLOWED IN THE NOTES FOR: A. CONCRETE, DURING TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE (EXCEPT NOT FOUNDATION CONCRETE IF F'C DESIGN STRENGTH IS NOT MORE THAN 2,500 PSI AND FOR SITE WORK CONCRETE PRIOR TO BELOW, IS REQUIRED REQUIRED FOR FULLY ATERIAL DELIVERY. 3. TEMPORARY POWER SHALL BE PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 FT. TO EACH STRUCTURE TO BE ERECTED. CONCRETE SLABS WILL BE BROOM CLEAN AND FREE OF DEBRIS. 9. MINIMUM DISTANCE BETWEEN NEW -EXISTING AND NEW -NEW BUILDING IS 4 -INCHES, UNO. SUPPORTED ON EARTH) AT 51/2" MAT SLAB AND COMPOSITE FLOOR DECK. B. DURING PREPARATION AND TAKING OF MASONRY TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF 5. AN AREA ON SITE IS TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MAKO MATERIALS. WHILE SIDING, MASONRY REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANO' TS, AND DURING ALL PARTITION, AND ROOF PANELS ARE LOCATED ON-SITE AWAITING INSTALLATION, THE PANELS MUST BE STORED AT A SLOPE TO GROUTING OPERATIONS. PREVENT PONDING OR STANDING WATER FROM ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. C. EPDXY/ ADHESIVE ANCHORS IN CONCRETE AND MASONRY WELDING OF LOAD -SUPPORTING STEEL MEMBERS AND REINFORCING D. FIELD W E. SHOP WELDING IF NOT PERFORMED IN AN APPROVED FABRICATION SHOP PER CBC SECTION 1701.7 i ACCESS TO THE SITE AND ALL SIDES OF ALL BUILDINGS WITH EQUIPMENT IS FOR R TI LY COMPLETION AND SAFETY ME PURPOSES. SOIL'S INFORMATION: F. PERIODIC INSPECTION REQUIRED FOR POST INSTALLED CONCRETE ANCHORS (HILTI KB -TZ AND POWERS POWER -STUD+ SD2) f 7. ALL MATERIAL AND LABOR REQUIRED FOR SAFETY RAILINGS AND DEVICES ON MULTISTORY PROJECTS TO BE PROVIDED BY 1) GEOTECHNICAL REPORT BY: APPLIED TESTING CONSULTANTS, INC., DATED APRIL 23, 2004. 2) DESIGN VALUES: A. ALLOWABLE SOIL BEARING IS 1,000 PSF. 4. IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION ACCORDANCE WITH SECTION 1705 OF THE 2013 CBC: IN I THERS. B. MINIMUM FOOTING SIZE: 1, PERIMETER WALL FOOTING 12 WIDE BY 18" DEEP. ❑ SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURA REQUIRENTS OF AISC 360. CE INSPECTION HEFT INDEX: f 3) THE GEOTECHNICAL ENGINEER SHALL REVIEW THE FOUNDATION PLANS AND GENERAL NOTES PERTAINING TO THE FOUNDATION ❑ ER FICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL PER CBC T BLE 1705.2.2 S1.1 GENERAL NOTES PLANS FOR COMPLIANCE WITH THE GEOTECHNICAL REPORT. ❑ VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION PER CBC TABLE 1705.3 4) PRIOR TO THE CONTRACTOR REQUESTING A BUILDING FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICAL IN WRITING THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. ❑ MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH TMS 402/ACI 530/ 6021ACI 530.1/ASCE 6 QUALITY ASSURANCE PROGRAM REQUIREMENTS ❑ VERIFICATION AND INSPECTION OF SOILS PER CBC TABLE 1705.6 5. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF SINGLE -PASS FILLET WELDS 5/1$" IN SIZE, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES, AND WELDER QUALIFICATIONS PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPE SCE 5 AND TMS I NOT EXCEEDING ARE VERIFIED TION OF ALL WELDS S2.1 BUILDING'A' FOUNDATION, PARTITION & ROOF S2.2 SECTION SD1 DETAILS SD2 DETAILS 01, IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 6. REQUIRED TESTING: I A. CONCRETE CYLINDERS FOR 28 DAY STRENGTH (2 CYLINDER AVERAGE. FOR EACH CLASS OF CONCRETE, INOT LESS THAN ONCE A DAY, NOT LESS THAN ONCE FOR EACH 150 CU YDS, AND NOT LESS THAN ONCE FOR EACH 5,000 SF B. CONCRETE MASONRY UNITS SHALL BE TESTED PRIOR TO CONSTRUCTION TO VERIFY COMPRESSIVE STRENGTH F SLABS. OF 1,900 PSI MINIMUM. I C. CONCRETE MASONRY UNITS SHALL BE TESTED DURING CONSTRUCTION FOR EACH 5,000 SF OF WALL ARFA COMPRESSION STRENGTH TO SHOW COMPLIANCE WITH CBG (1,900 PSI MINIMUM). FOR D. MASONRY GROUT SHALL BE TESTED FOR EACH 5000 SF OF WALL AREA, BUT NOT LESS THAN 1 TEST PER[ PROJECT, TO SHOW COMPLIANCE WITH 2013 CBC, BUT NOT LESS THAN 2,000 PSI PER CBC. E. NON-DESTRUCTIVE TESTING OF ALL FULL PENETRATION WELDS (COMPLETE JOINT PENETRATION WELD: CONNECTIONS.) I f i i I j i I I I i ' PERMIT--- i!ITTE COUNTY DEVELOPMENT SERI,'1GES REViEWE® FOR CGDE COMPLIANCE DAT E V) 0 Z W 0 LLJ r LL 0 0 (.0 r^ V ) >M W z < o� _j C) 0- () W W Z w FF- .J > 0000 O Z (� �QLoOn. �U 0 U o D > _ ujU z W L6 =zo o� wad N zom C r- F o p U ONa ZOWa N^ o= S UC:) Q Mzu) o?o cc U cu ZZN LL Ix 0 r J z En Z waw u, m- DoT, of v o ° ww o d ° o n(� U c o CO M oD C Pap U N F- W_' wFVOi°" W C o opo ( d o a 'n U V) 0 Z or No. C63911 Exp. 09/ 12018 0 Digitally signed by i Michael Dale DN: c=US, o=U.S. Government, Micha u=ECA, VeriSign, Inc., R. Dal q d, =Micha ale Date: 2017.01.19 11:21:32 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. ts REV. W 0 LL 0 0 (.0 r^ V ) >M W z < _j C) 0- () W W Z w FF- .J > 0000 LU O Z (� �QLoOn. or No. C63911 Exp. 09/ 12018 0 Digitally signed by i Michael Dale DN: c=US, o=U.S. Government, Micha u=ECA, VeriSign, Inc., R. Dal q d, =Micha ale Date: 2017.01.19 11:21:32 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. ts REV. -_ uj T (D Q OC O p(.0 Q r JLO L.L m CF) —jZQ W U)U � O T U� W ZJ w — J> — UO ® O W z M ry cU < Lid O 0 r z Y 00 Lnw W = wU Q CL z W 2Zp 0� waF zm N Im F¢-0o= zw� Q ao V N 00�a � d' CU CD Ox< wz= Opo X U m ZUw LL Z_ O O ON w� OFA <0. GO f-Y WSW CuOb UL~ yO Ow(jn p F C CD^ fnWW E(O FZ- O M Uil LJ Cu v ¢d0U w- W c 0wO LO d Z Q In O STAMP QROFESS/qy� � �P�L R. �q ELS a No. C63911 Exp. 09/ /2018 s CI 0 Digitally signed by Michael Dale DN: c=U5, o=U.S. j� /� h a Government, � V ou ECA, VenSign, Inc., R. Dal d, �Micha ale Date: 2017.01 .19 11:22:13 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. Ss:. REV. DATE `' ' v f l _ --BY-6-7z, W (D Q OC O p(.0 JLO L.L m CF) —jZQ W U)U � O ry U� W ZJ w — J> — UO ® O W z M ry < Lid O STAMP QROFESS/qy� � �P�L R. �q ELS a No. C63911 Exp. 09/ /2018 s CI 0 Digitally signed by Michael Dale DN: c=U5, o=U.S. j� /� h a Government, � V ou ECA, VenSign, Inc., R. Dal d, �Micha ale Date: 2017.01 .19 11:22:13 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. Ss:. REV. DATE `' ' v f l _ --BY-6-7z, X W < 0 fn -Di D 0 C7 m O m Q y � M/Cy m zo o pr'sLlp�p N ,� C Z �� z co moo^ M oo.��M a3�N G7 p z 0 rn < < rn ANOTHER SELF STORAGE 5930 LINCOLN BLVD OROVILLE, CA 95966 SECTION REVISIONS DRAWN DATE PLAN CHECK #1 CV 01-19-1 REG/grF Q y � M/Cy m Z �o pr'sLlp�p N ,� C Z �� w tcn 1 moo^ cq ' m o to' o oo.��M a3�N ANOTHER SELF STORAGE 5930 LINCOLN BLVD OROVILLE, CA 95966 SECTION REVISIONS DRAWN DATE PLAN CHECK #1 CV 01-19-1 1 _ y - i i I SYMMETRY ( METAL ROOF PANELS, PLAN VIEW Of POST 'L' PER PLANS (TYPICAL FOR ALL POST ORIENTATIONS) SPLICE CONNECTION WITH L'-3" (4j#12TF S,THROUGH HRv GH 31/2" #12 TEKS PER'Y' ON TABLETYP 'O POST - 0 MINI CLIP — PER DETAIL ° CONCRETE ANCHOR 'Z' PURLIN TO'C' ENDWALL POST 'Z' PURLIN TO'C' POST 21SD1 ° WITH #12 TEKS PER'Z' ON TABLE WITH #12 TEKS PER' `ON TABLE _ 4" MIN, 8" MAX AIR GAP BETWEEN 'U' -PANEL PARTITION ROOF PANELS AND PARTITION PANELS. PARTITION EDGE IS FIELD PER PLANS CUT AND MAY E SHARP, EDGE TRIM "C' POST TYP. AVAILABLE AT ADDITIONAL COST (SEE PLAN FOR ORIENTATION) 'L' 2"x2"x31/2"x3116" POST BASE CLIP 'C' POSTS 0 TO POST WITH (4) #12 TEKS AND (SEE PLAN FOR. TO SLAB PER TABLE PURLIN/BEAM SIZE MAX SPAN 'L' 'X' 'Y' Z' 'Z' 4"x21/2"x16GA 10'4, 12" 5 3 15 DOOR JAMB ONLY PERIODIC INSPECTION REQUIRED 8/SDI & 9/SD1 0 ORIENTATION) a . POST/DOOR JAMB ANCHOR EDGE DISTANCE DETAIL ENDWALL, SIDEWALL, 1/2"OX21/4" EMBED HILTI KB -TZ 3" 1/SD1,10131,12/SD1, INTERIOR POST & CORNER PI PERIODIC INSPECTION REQIRE 1 15/SD1,19/SD1 & 20/SD1 1/2"OX31/2" EMBED HILTI KB -TZ 3" T DOOR JAMB ONLY PERIODIC INSPECTION REQUIRED 8/SDI & 9/SD1 T NOT USED: _ NO U SED _ NOT USED _ PURLIN/BEAM CONNECTION/SPLIC 2 PURLIN/ ION CONN 1 SCALE: 1 1/2" =1'-0" SCALE: 314" =1'-0" NOTES; NOTE: 1. JAMB ATTACHMENT TO EAVE CHANNEL SIMILAR. 1. JAMB ATTACHMENT TO EAVE CHANNEL SIMILAR. #12 TEKS PER 16/SD1 26GA WALL PANELS, ° I PARTITION PANEL PER PLANS PER PLANS AND DETAIL 17/SD1 HORIZONTAL PARTITION AND DETAIL 16/SD1 'U' 16GA PER PLANS AND DETAIL 16/SD1 VERTICAL ANGLE WITH (2) BASE CHANNEL #12 TEKS AT EAVE AND BASE CHANNEL 'C' HORIZ GIRTS PER PLANS WITH'L' 3"x3"x14GA CLIP WITH TRACK TO CONCRETE WITH (4) #12 TEKS TO GIRT AND POST ANCHOR PER DETAIL 1/SD1 U' 16GA °I I TRACK TO CONCRETE WITH BASE CHANNEL o ® ANCHOR PER DETAIL 1/SD1 A ui a` ° 'C'4" = 3" EDGE 'C'4" = 3" EDGE 'C'6" = 4" EDGE #12 TEK HH 'C'6" = 4" EDGE #12 TEK HH L -L° I SECTION A -A AT 30" OC TYP. AT 30" OC TYP. 26GA PRE -PAINTED . 3" 4" MIN w 3 ° POST PER PLAN CORNER TRIM M1 'C' DOOR JAMB STUD > TYP ° ( (SEE PLAN FOR ORIENTATION) WITH (2) #12 WH TEKS, 'C' DOOR JAMB STUD SEE PLAN 26GA PRE -PAINTED 26GA PRE -PAINTED EACH SIDE WITH (2) #12 WH TEKS, PIER COVER PIER COVER SEE PLAN EACH SIDE 1 TYP CORNER PIER-..TYP METAL PIER 9 NOT USED _ NOT USED _ TYPICAL PANEL LAP 6 10 ; SCALE: 3/4"=1'-0" SCALE: 314"=1'-0 — "- '- " SCALE: 3/4 -1 0 METAL ROOF PANELS 'U' EAVE CHANNEL, TO POSTS 5 1_0 I1 PER PLANS WITH (2) #12 TEKS, EACH SIDE. METAL PARTITION/ I 'C' STUD PER PLANS SHEAR WALL PANEL I ( 'U' EAVE CHANNEL PER PLAN PER PLANS & DETAIL 16/SDI I EXTERIOR WALL PANELS WITH (2) #12 TEKS METAL ROOF PANELS EACH SIDE OF POSTS I PER PLANS PER PLANS I I I CONCRETE ANCHOR I ATTACHED #12 SCREWS PER PER PLANS DETAIL 16/SDI 'C' HORIZONTAL GIRTS PER PLANS I I I WITH'L' 3"x3"x14GA CLIPS WITH (4) #12 TEKS TO GIRT AND POST EXTERIOR VLI HEADER �O 'C' POSTS PER PLAN i i PANELS PER PLANS COILING ROLL -UP DOOR I I ® ® i 'L' 2"x2"x18GA ANGLE PER 1/SD1 TO BEAM TRACK TO CONCRETE WITH 7 ANCHOR PER DETAIL 1/SDI ( ( ' AND PURLIN 'U' 16GA BASE TRACK PER DETAIL 1/SD1 'C'4" = 3 EDGE WITH A #12 TEKS 'C'6" = 4" EDGE I I EACH SIDE OF POSTS I C' DOOR HEADER AND 'C' BEAM PER PLAN 'L' 3"x3"xl4GA CLIP WITH W1(6) #12 TEKS TO POST C' DOOR JAMB I (4) #12 TEKS TO HEADER 'U' 18GA BOTTOM TRACK METAL SIDING PER PLANS AND TO JAMBS. W/ (2) #12 TEKS TO & DETAIL 17/SD1 EACH SIDE OF EACH STUD TYP 'C' POST, PER PLAN NOTE: LOW SIDE WALL CONDITION SHOWN, SIMILAR CONSTRUCTION AT HIGH SIDE WALLS. FULLY SHEETED SIDEUALL SIDE WALL AT DOORS 14 NOT USED _ WALL INTERSECTION DETAIL 12 PERMIT ( NTY DEVELOPMENT SERVICES RIDGE BEAM 11 15 BUTTE cou SCALE:1 1/2" =1'-0" — SCALE: 3" =1'-0" REVIEWED FOR SCALE: 1" =1'-0" SCALE: 3/4!'= 1'-0" CODE COMPLIANCE NOTE: NOTE: ----- L' 4"x2"x16GA RAKE ANGLE METAL ROOF PANELS FASTEN' PANELS WITH CLIPS (1) PER PANEL PER PURLIN * = ADD ADDITIONAL SCREW WITHIN 5'-0" FROM ALL BUILDING CORNERS, SEE DIAGRAM BELOW. 3'-0" COVERAGE W/ (2) #12 TEKS TO PER PLANS WITH (2) #10x1" LOW HEX HEAD SELF DRILLER PER CLIP EACH POST & PURLIN TYP 6" TYP d- M 0 0 — — — — — — — — — — — 3'-0" COVERAGE ° CONNECTION PER I I 12" 12" 12" � #�SCRE�WSTYP�� DETAIL 2/SDI I I Z' PURLIN PER PLAN #12 STITICH SCREWS AT 20" OC TYP I I 'C' HORIZONTAL GIRTS PER PLAN EXTERIOR WALL PANELS I I Wl3"x3"x14GA CLIP 1'-4" COVERAGE SCREW PATTERN #1- (6) SCREWS -OKAY AT LINER PANEL PER PLANS I I W/ (4) #12 TEKS TO GIRT AND POST T412 STITICH SCREWS #12 SCREWS TYP AT 20" OC TYP C' POSTS PER PLAN I I 29GA'U' PANEL LINER PANEL' r PER PLANS. 3'-0" COVERAGE TRACK TO CONCRETE I I 5'-0" PER DETAIL 11SD115132" ---_- - 'C'4" ='3" EDGE I I 'U' 16GA BASE TRACK i l co 'C'6" = 4" EDGE I I W/ (2) #12 TEKS MIN 22 -GA ROOF CLIP ADD ADDITIONAL SCREWS I ( EACH SIDE OF POSTS (2) #10 LOW HEX SCREW IN HATCHED AREAS PER CLIP, MINTY 6TYp #12 SCREWS TYP #12 STITICH SCREWS AT 20" OC TYP 26GA BASE TRIM WALL - ELEVATION VIEW WITH DRIP EDGE SIDE AND END WALLS WHERE APPLICABLE SCREW PATTERN #2 - (7) SCREWS - TYPICAL AT PARTITIONS FULLY SHEETED ENDWALL NOT USED _ MIRA 20 GE ROOF PANEL 18 MULTI-RIB/R-PANEL SIDING 17 U -PANEL PARTITION 16 SCALE: 3/4" =1'-0" — SCALE: NTS SCALE: NTS PANEL GAUGE PER PLAN SCALE: NTS STAMP Z' R. C No. C63911 X Exp. 09/3012018 0 Digitally signed by Michael Dale DN: c=US, o=U.S. Government, M I C h a pu=ECA, VeriSign, Inc., R. Da l rtiatd, x cn=Michae dale Date: 2017.01.19 11:23:16 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD I REV. rW V Lu T LL 0 ®C.0 '/ W M J W Q I VJ j 0 0 — 0 Uw W Z� H > X0 00 O Z CY) C �U < L0 0 0 r z UO_ w > _ �U Z w W 11, =Zo 0CD0 wad 0, 04CID C3) rnzw� �J V 0 L' zOwNOM< V� 0 CID^ Lu �>> Oo U k ZZN ALL _� J o W TT QWr J� to aQ uico O p0�. WWW C-, .E coo �0 C Qa6 V ill FF --w w H � ,a&�: Lu c O o t opo (0 z a In 0 0 STAMP Z' R. C No. C63911 X Exp. 09/3012018 0 Digitally signed by Michael Dale DN: c=US, o=U.S. Government, M I C h a pu=ECA, VeriSign, Inc., R. Da l rtiatd, x cn=Michae dale Date: 2017.01.19 11:23:16 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD I REV. rW V LL 0 ®C.0 '/ W M J W Z VJ j 0 0 — Uw W Z� H X0 00 O Z CY) C < L0 0 STAMP Z' R. C No. C63911 X Exp. 09/3012018 0 Digitally signed by Michael Dale DN: c=US, o=U.S. Government, M I C h a pu=ECA, VeriSign, Inc., R. Da l rtiatd, x cn=Michae dale Date: 2017.01.19 11:23:16 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD I REV. STAMP O QROFESS/p�, R. No. C63911 Exp. 09/ /2018 tSj " C1 0 Digitally signed by Michael Dale (.�DN: c=US, o=U.S. MI C it a7041Government, u=ECA,R DdI �u=Ver�i�Sig ,Inde., n=Mic a(�le Date: 2017.01.19 11:23:50 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD2_ REV. W 0 O p(.0 Lj— W W Z U)� U O C) UW W ZJ W J H UO Z O0 CIO LL 0 QLoO �U ❑ z Y o (� Ln W > ujU _ Z J Z �w .?= 11L0)_ o (0 ¢ 0_ zw0 V ao 0Na �. 00¢ QO O 0 V (aUw 0 z Z N 011 w: Orr iEui0 O l H ¢0¢ �(U z-< -� g�w UwOF 0) Op d 0�� UWO 0 O Qa0U N w W�� W O= ❑ o cr (D CL Z< LO O U STAMP O QROFESS/p�, R. No. C63911 Exp. 09/ /2018 tSj " C1 0 Digitally signed by Michael Dale (.�DN: c=US, o=U.S. MI C it a7041Government, u=ECA,R DdI �u=Ver�i�Sig ,Inde., n=Mic a(�le Date: 2017.01.19 11:23:50 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD2_ REV. W 0 O p(.0 Lj— W W Z U)� U O ry UW W ZJ W J H UO Z O0 CIO LL 0 QLoO STAMP O QROFESS/p�, R. No. C63911 Exp. 09/ /2018 tSj " C1 0 Digitally signed by Michael Dale (.�DN: c=US, o=U.S. MI C it a7041Government, u=ECA,R DdI �u=Ver�i�Sig ,Inde., n=Mic a(�le Date: 2017.01.19 11:23:50 -08'00' DATE 11-14-16 DRAWN CV CHECKED CV JOB NO. 1486 SCALE DRAWING No. SD2_ REV. 2013 CALGreen NON -Residential Mandatory Measures Planning and Design Site Development _____Li _ _iL ..—_.__..:,.L—L —„.1. I_.. ___ W_: 5.106.1- Storm Water Pollution Prevention - Newly constructed projects and additions which disturb less than one acre of land shall prevent the pollution of stormwater runoff from the construction activities through one or more of the following measures: 5.106.1.1- Local ordinance. Comply with a lawfully enacted stormwater management and/or erosion control ordinance. 5.106.1.2 - Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. 5.106.4 - Bicycle Parking - For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2. 5.106.4.1- Bicycle Parking - Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1- Short-term bicycle parking - If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 ft. of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a min. of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular spaces. 5.106.4.1.2 Long-term bicycle parking - For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking, spaces, provide secure bicycle parking for 5% of the tenant vehicular parking spaces being added, with a min. of one space. 5.106.4.2 - Bicycle Parking - For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2. 5.106.4.2.1- Short-term bicycle parking - Provide permanently anchored bicycle racks within 200 ft. of the student entrance, readily visible to passers-by, for 5% of student population based on the total occupant load of the campus with a min. of one two -bike capacity rack. 5.106.4.2.2 Long-term bicycle parking - Provide secure bicycle parking for 5% of the employees, based on the total number of motorized vehicle parking capacity in the staff parking lot, with a min. of one space. 5.106.5.2 - Designated Parkin - In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any g g p 1 combination of low -emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.2. 5.106.5.2.1- Parking stall marking - Paint, in the paint used for stall striping, the following characters such that the lower edge of the lat word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR/ VANPOOL/EV . 5.106.8 - Light Pollution reduction - Outdoor lighting systems shall be designed and installed to comply with the following: 1. The min. requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM -15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: 1. Luminaries that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. Note: See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 5.106.10 - Grading and Paving - Site grading or drainage system away from building. Energy Efficiency Performance Requirements 5.201.1 Stay current with the California Energy Commission as he adopt mandatory building standards. Water Efficiency and Conservation Indoor Water Use 5.301.1- Meters - Separate submeters or metering devices shall be installed for the uses described in Sections 5.301.1.1 and 5.301.2. 5.301.1.1- New buildings or additions in excess of 50,000 s.f. 1. For each individual leased, rented, or other tenant space within the building projected to consume more than 100gal/day, including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm b. Makeup water for evaporative coolers greater than 6 gpm. c. Steam and hot-water boilers with energy input more than 500,000 btu/h 5.303.1.2 - Excess Consumption - A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.2 - Water reduction - Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3 Exception: Buildings that demonstrate 20% overall water use reduction. In this case, a calculation demonstrating a 20% reduction in the building "water use baseline" as established in Table 5.303.2.2 shall be provided. 5.303.2.1- Areas of addition or alteration - For those occupancies within the authority tyof the California Building Standards Commission as specified inSection 103, the provisions of Section 5.303.2 and Section 5.303.3 shall apply to new fixtures or new fixtures in additions or areas of alteration to the building. 5.303.3 - Water conserving plumbing fixtures and fittings - Plumbing fixtures (water closets or urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3. - Water closets - The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSence Specification for Tank -type Toilets. 5.303.2 -Urinals - The effective flush volume of urinals shall not exceed .05 gallons per flush. 5.303.3.1- Single Showerheads - Showerheads shall have a max. flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSen e Specifications for Showerheads. 5.303.3.3.2 - Multiple Showerheads serving one shower - When a shower is served by more than one showerhead, the combined flow rater of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. 5.303.4 - Wastewater reduction - Each building shall reduce by 20% wastewater by either the installation of water -conserving fixtures (water closets, urinals) or utilizing non -potable water systems complying with the California Plumbing Code. 5.303.6 - Standards for plumbing fixtures and fittings - Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code and in Chapter 6 of this code. Outdoor Water Use 5.304.1- Water Budget - A water budget shall be developed for landscape irrigation. 5.304.2 -Outdoor potable water use -For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least 1,000 s.f. but not more than 5,000 s.f. separate submeters or metering devices shall be installed for outdoor potable water use. 5.304.3 - Irrigation Design - New projects install irrigation controllers and sensors for landscaped areas between 1,000 s.f. and 2,500 s.f. 5.304.1- Irrigation Controllers - 1. Controllers shall be weather- or soil moisture based 2. Weather -based controllers without integral rain sensors or communication systems have a separate wired or wireless rain sensor. Soil moisture -based controllers are not required to have rain sensor input. Material Conservation and Resource Efficiency Water Resistance and Moisture Management 5.407.1- Weather Protection - Provide a weather -resistance exterior wall foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 - Moisture Control - Employ moisture control measures by the following methods: 5.407.2.1- Sprinklers - Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 - Entries and openings - Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1- Exterior door protection - Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 ft. around and perpendicular to such openings plus at least one of the following: An installed awning at least 4 ft. in depth, the door is protected by a roof overhang at least 4 ft. in depth, the door is recessed at least 4 ft. in depth or other methods which provide equivalent protection. 5.407.2.2.2 - Flashing - Install flashings integrated with drainage plane. Construction Waste Reduction Disposal and Recycling 5.408.1- Construction Waste Management - Recycle and/or salvage for reuse a min. of 50% of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 and 5.408.1.3; or meet local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1- Construction Waste Management Plan - A construction waste management plan shall be submitted. 5.408.1.2 - Waste Management Company - Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Exceptions to Section 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-cleaing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 - Waste Stream reduction alternative - The combined weight of new construction disposal that does not exceed 2lbs per s.f. of building area may be deemed to meet the 50% min. requirement as approved by the enforcing agency. 5.408.1.4 - Documentation - Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 5.408.1.1 through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. 5.408.3 - Excavated soil and land clearing debris - 100% of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception - Reuse, either on -of off site, of vegetation or soil contaminated by disease or pest -infestation Building Maintenance and Operation 5.410.1 Recycling by occupants. - Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. 5.410.1.1- Additions - All additions conducted within a 12 -month period under a single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide a recycling areas on site. Exceptions: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 - Sample ordinance - Space allocation for recycling areas shall comply with Chapter 18, part 3, Division 30 of the Public Resources Code. 5.410.2 - Commissioning - For new buildings 10,000 s.f. and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. All building operating 5.410.2.1- Owner's or Owner representative Project Requirements - The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the projects begins. 5.410.4 - Testing and adjusting - Testing and adjusting of systems shall be required for new buildings less than 10,000 s.f. of new systems to serve and addition or alteration subject to Section 303.1. 5.410.4.2 - Systems - Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include, as applicable to the project: HVAC systems and controls; indoor and outdoor lighting and controls; water heating systems; renewable energy systems; landscape irrigation systems; and water reuse systems. 5.410.4.3 - Procedures - Perform testing and adjusting procedures in accordance with manufacture's specifications and applicable standards on each system. 5.410.4.3.1- HVAC balancing - In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system is to be balanced. 5.410.4.4 - Reporting - After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 - Operation and Maintenance Manual - Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. . 5.410.4.5.1- Inspections and reports - Include a copy of all inspection verifications and reports required by the enforcing agency. Environmental Quality Fireplaces 5.503.1- General - Install only a direct -vent sealed combustion gas or sealed wood -burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1- Woodstoves - Woodstoves and pellet stoves shall comply with U.S. Epa Phase II emission limits where applicable. Pollutant Control 5.504.1.3 Temporary Ventilation -The permanent HVAC system shall only be used during construction if necessary ry to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction - Cover duct openings and protection of mechanical equipment during construction. 5.504.4 - Finish material and pollutant control - Finish materials shall comply with Sections 5.404.4.1 through 5.504.4.4 5.504.4.1- Adhesives, sealants and caulks - Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with focal or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.1 and 5.504.4.2. 2. Aerosol adhesives , and similar unit sizes of adhesives, and sealant or caulking compounds (in unit of products, less packaging, which do not consist of more than 16 fluid oz.) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 - Paints and Coatings - Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3 unless more stringent local limits apply. 5.504.4.3.1- Aerosol Paints and Coatings - Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of CCR, Title 17, commencing with Section 54520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.3.2 - Verification - Verification of compliance with this section shall be provided at the request of the enforcing agency. 5.504.4.4 - Carpet Systems - All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in 5.504.4.4 5.504.4.4.1- Carpet Cushions - All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program 5.504.4.4.2 - Carpet Adhesive - All carpet adhesive shall meet the requirements of Table 5.504.4.1 5.504.4.5 - Composite Wood Products - Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxic Control Measure for Composite Wood. 5.504.4.5.3 - Documentation - At least one of the following shall be provided for 5.504.4.5: 1. Product certifications and specifications 2. Chain of custody 3. Product labeled and invoiced as meeting the Composite Wood Products regulations 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards 5. Other methods acceptable to the enforcing agency. 5.504.4.6 - Resilient Flooring Systems - For 80% of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute FloorScore program. 2. Compliant with the VOC - emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the California Collaborative for High Performance Schools Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database; or 4. Compliant with CDPH criteria under the Greenguard Children's & School Program. 5.504.4.6.1 -Verification of Compliance - Documentation shall be provided verifying the resilient flooring materials meet the pollutant emission limits. 5.504.5.3 - Filters - In mechanically ventilated buildings, provide MERV 8 or better air filtration media for outside and return air prior to occupancy. Installed filter shall be clearly labeled by the manufacture indicating the MERv rating. 5.504.7 - Environmental Tobacco Smoke Control - Prohibit smoking within 35 ft. of building entries, outdoor air intakes and operable windows where outdoor areas are provided for smoking, and in buildings. Indoor Moisture Control 5.505.1- Indoor Moisture Control - Buildings shall meet of exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 and Chapter 14. Indoor Air Quality shall me the minimum requirements of Section 120.1 of the 2013 5.506.1- Outside Air Delivery For mechanically or naturally ventilated spaces in buildings, s a et q California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 - Carbon Monoxide Monitoring - For buildings or additions equipped with control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the 2013 California Energy Code, Section 120(c)(4). Environmental Comfort 5.507.4 - Acoustical Control - Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTME 90 and ASTME 413 or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTME 1332. 5.504.4.1- Exterior Noise Transmission, prescriptive method- Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30. 5.507.4.1.1- Noise Exposure Where Noise Contours are not readily available - Buildings exposed to a noise level of 65 dB L -1 hr. during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45, with exterior windows of a minimum STC of 40. 5.507.4.2 - Performance Method - For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environmental attributable to exterior sources that does not exceed an hourly equivalent noise level of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1- Site Features - Exterior features such as sound walls, or earth beams may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 - Documentation of Compliance - An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 - Interior Sound Transmission - Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Outdoor Air Quality 5.508.1- Ozone Depletion and Greenhouse Gas Reductions - Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 508.1.2. 5.508.1.1 -Chlorofluorocarbons (CFC's) - Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 - Halons - Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 - Supermarket Refrigerant Leak Reduction - New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 s.f. or more conditioned area, and that utilize either refrigerated display case, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high -GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. 5.508.2.1- Refrigerant Piping - Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameters (OD) less than a', flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1- Threaded Pipe - Threaded connections are permitted at the compressor rack. 5.508.2.1.2 - Copper Pipe Copper tubing with an OD less than J" may be used in systems with a refrigerant charge of 5 lbs or less. 5.508.2.1.3 -Flared Tubing Connections - Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil. 5.508.2.1.4 - Elbows - Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 -Valves - Valves and fittings shall comply with the California Mechanical Code and as follows: 5.508.2.2.1- Pressure Relief Valves - For vessel containing high -GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1- Pressure Detection - A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 - Access Valve - Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1- Valve Caps - For systems with a refrigerant charge of 5 lbs or more, valve caps shall be brass or steel not plastic. 5.508.2.2.2.2 - Seal Caps - If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1- Chain Tethers - Chain tethers to fit over the stem are required for valves designed to have seal caps. 5.508.2.3 - Refrigerated Service Cases - Refrigerated service cases holding food products containing vinegar and shall shall have evaporator coils of corrosion -resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1- Coil Coating - Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 - Refrigerant Receivers - Refrigerant receivers with capacities greater than 200 lbs shall be fitted with a device that indicates the level of refrigerant in the receiver. 5.508.2.5 - Pressure Testing - The system shall be pressure testing during installation prior to evacuation and charging. 5.508.2.5.1 -Minimum Pressure - The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 - Leaks - Check the system for leaks, repair and leaks, and retest for pressure using the same gauge. 5.508.2.5.3 - Allowable pressure change - The system shall stand, unaltered for 24 hours with no more than a +/- one Ib. pressure change from 300 psig, measured with the same gauge. 5.508.2.6 - Evacuation - The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1- First Vacuum - Pull a system vacuum down to at least 1000 microns, and hold for 30 minutes. 5.508.2.6.2 - Second Vacuum - Pull as second system to a minimum of 500 microns and hold for 30 mins. 5.508.2.6.3 - Third Vacuum - Pull a third system vacuum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. 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