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121 E Burke Ave_BLD677_2025
1 SNOHOMISH HEi\LTH DISTRICT S WWW.SNOHD.ORG Environmental Health Division June 3, 2015 Andy Paroline 3617 SW Charlestown St Seattle, WA 98126 Subject: Proposed Dollar Tree, 121 E Burke Ave, Arlington Dear Mr. Paroline: Your plans have been reviewed with the Rules and Regulations of the State Board of Health, and with the policies of the Snohomish Health District. With the addition of the following conditions, the plans are approved. 1. The conditional approval of the plans for Dollar Tree was based upon the plans submitted May 6, 2015. Any changes to the plans submitted May 6, 2015 will void this approval. 2. The Health District operating permit application process must be completed prior to opening for business. This facility will be classified as a limited grocery (low risk General Food with 0-12 seats). 3. Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not be used, at any plumbing fixture, for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 15-second time requirement for hot water availability can be completed. 4. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of 41 °F or below. 5. Used equipment is subject to onsite inspection to determine acceptability for use in the proposed food service establishment. Used equipment must be clean, in proper operating condition, and in good repair. Used refrigeration must be capable of holding at a temperature of 41 °F or below. 6. Extra wall protection is required on walls behind restroom handwash sinks. A 16-inch high backsplash of plastic laminate, fiberglass-reinforced plastic or equal is acceptable. 7. All floors must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 8. Plumbing must meet state and local codes. 9. It cannot be determined from the floor plan or information submitted whether or not a chemical dispensing system will be installed at the mop sink. Please note that the use of screw-on type 'wye' adaptors at the mop sink faucet for use with chemical dispensing systems is prohibited. Additionally chemical dispensers cannot be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A 'sidekick' adaptor atthe mop sink faucet is acceptable. A preoperational inspection is required prior to operating permit issuance and approval to open for business. At the time of inspection the construction of the food service establishment must be complete and all equipment must be in place and in proper operating condition. Incomplete construction or equipment operation will result in a $168.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. 3020 Rucker Avenue, Suite 104 â– Everett, WA 98201-3900 â– tel: 425.339.52.50 â– fax: 425.339.5254 The preoperational inspection will ensure compliance with the Rules and Regulations of the State Board of Health for Food Service Sanitation. Changes or additions to the approved plans or equipment require pre-approval from the Snohomish Health District prior to impiementation of the changes. Please contact me if you have any questions. My office number is 425.339.8742 and my email address is ehagedorn@snohd.org. Sinc;;rely, i1 /{ -~C\· 1"- ElaVne Hagedo/n, RS Environmental Health Specialist Food Establishment Plan Review EH/sm Enclosure: Permit application and fee schedule cc: City of Arlington Building Department ~-~--~ -·-- ;!- ~ ....... -.. . - .. - ~-- .. -·- .. : :.,.,.,Y' ~···- - . ' --- .- _,.. .... --~· •-1.• ...;.: - • "::::',:,.,, .... ·----- - -- \-:.--~ .... -- SEATTLE --K-&~t SNOHOMISH \{',JA 9&,::) Hasler ~IRS~ -c:...,.;s:::-·...-;-i'A1L.. HEALTH DISTRICT 03 JUN "15 06/03/2015 $00.48~ 3020 Rucker Avenue FMAL S-POSTAGE ~ Everett, WA 98201-3900 ZIP 98201 ENVIRONMENTAL HEALTH DIVISION ~~ 0-!1D11617406 BUILDING DEPT CITY OF ARLINGTON 238 N OLYMPIC ARLINGTON WA 98223 ' I i ;i i 1 11 9Ei22-~i i :::i37:::!B 111 l ! 1 I I 11 i I 111 ii l hi i H, lj ,Iii lj I' Ii 11' 11 J 11 11ih I! i I Ii Ii ) ' TESTING AND BALANCING REPORT Dollar Tree - Arlington Royal Mechanical LLC 9/15/2015 Project: Dollar Tree -Arlington Location: 146 E Haller Ave, Arlington, WA 98223 Date: 09/15/2015 TEST AND BALANCE REPORT SUMMARY: This project has been balanced per plans. The fans have been checked for fan data, operating amperage, voltage, rotation, RPM, belt tension, and alignment. All outlets have been proportioned to +/-10% of the percentage of total airflow of the system unless otherwise noted. The balancing was performed on total of 4 packaged roof top units serving the main sales area and back of the store. Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi lsvsTEM/UNIT: RTU-1 RTU-1 Supply Outlet Summary Motor Data Unit Manufacturer Carrier RTU/Supply Fan Unit Model Number 48HCDD08F2MSA6W1CO Motor Manufacturer MARATHON Unit Serial Number 2415P81116 Drive Type VFD Unit Discharge Bottom/Downflow Motor Frame 56HZ Filter Quantity 4 Motor Rated Volts 208 Filter Dimensions 1000 Motor Phase 3 Motor Hertz so Test Data Motor FL Amps 7.9 Total Design Flow 3000 CFM Motor Service Factor 1.15 Total Actual Flow 2860 CFM OA Design Flow 560 CFM Sheave Data OA Actual Flow 565 CFM RTU-1/Supply Fan RA Design Flow N/A Motor Sheave Manufacturer Fenner Drives RA Actual Flow 2910 CFM Motor Sheave Model Browning Fan RPM Design N/A Motor Sheave Bore 1/2 Fan RPM Actual 712 RPM Fan Sheave Manufacturer Fenner Drives Motor Volts T1-T2 213 Volts Fan Sheave Model AFD74 Motor Volts T2-T3 213 Volts Fan Sheave Bore 15/16 Motor Volts T1-T3 212 Volts Number of Belts 2 Motor Amps Tl 4.51 Amps Belt Size A48 Motor Amps T2 4.51 Amps Sheave Center Line 17" Motor Amps T3 4.36 Amps Roof Top Unit Project: Dollar Tree 9/15/2015 Date: Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-1 RTU-1 Supply Outlet Summary Design Design Preliminary Final System/Unit Type of Reading Outlet Type Size lxW/D Ak Final% Velocity Value Reading Reading Outiet-RTUl-01 ............F..l.o....w....h...o...o...d ........... CD P ir:i~h..~ 1 S..2..0. .. <:.F..flll 440. CFM '.!?.9..f.F.fY.I . 90% Outlet-RTUl-02 Flowhood CD 12 inch s. 1 520 CFM 490 CFM 480 CFM 92% ·············· .. ················ -----····--···· -······················· . .O....u...t..l.e...t..-..R...TU.......l...-.. 03 . ..... ':J2~h._Cl_Cl.d....... . co. 12 inch s. . 1 520 ·-·C···F-· M 530 CFM · ···5··1···0 ···•·C···F··M •······ 98% .O.....u...t..le.....t-..R...T...U....l...-..04 ..........................F..l..o...w ....h...o...o....d ..................... CD 12 inch s. 1 520 CFM 565 CFM 530 CFM 102% ····························· .. ·············· - .. . •·•·····•········· -····---·········--······ .O....ut.....l.e....t.-..R...T...U....l...-.0....5 .......................F...l.o...w....h...o...o...d ............... ···· CD 12 inch s. 1 . 520 CFM 450 CFM 470 CFM 90% Outlet-RTUl-06 Jlowhood ......•..... - C::P. _... 12 inc.h. . ."' 1.- . . 400. CFM 410_CFM 400_cFM 100% I Totals: 3000 CFM 2885 CFM 2860 CFM 95% RTU-1 Return Inlet Summary Design Design System/Unit Type of Reading Outlet Type SlzeiJI.W/D Ak Velocity Value lnlet-RTUl-01 Flowhood RG-Ceiling 22x22 1 - 1500 CFM 1430 CFM 1430 CFM 95% ........ ·-·····-····"······· ....................... .. lnlet-RTUl-02 Flowhood RG- Ceiling 22x22 1 - 1500 CFM 1490 CFM 1480 CFM 99% ........................... ........................... ····-·· . .............. Totals: - - - - 3000CFM 2920CFM 2910CFM 97% Notes: Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-2 RTU-2 Supply Outlet Summary Motor Data Unit Manufacturer Carrier RTU/Supply Fan Unit Model Number 48HCDD08F2MSA6W1CO Motor Manufacturer MARATHON Unit Serial Number 2415P81116 Drive Type VFD Unit Discharge Bottom/Downflow Motor Frame 56HZ Filter Quantity 4 Motor Rated Volts 208 Filter Dimensions 1000 Motor Phase 3 Motor Hertz so Test Data Motor FL Amps 7.9 Total Design Flow 3000 CFM Motor Service Factor 1.15 Total Actual Flow 3000 CFM OA Design Flow 560 CFM Sheave Data OA Actual Flow 550 CFM RTU-1/Supply Fan RA Design Flow N/A Motor Sheave Manufacturer Fenner Drives RA Actual Flow 2820 CFM Motor Sheave Model Browning Fan RPM Design N/A Motor Sheave Bore 1/2 Fan RPM Actual 730 RPM Fan Sheave Manufacturer Fenner Drives Motor Volts T1-T2 211 Volts Fan Sheave Model AFD74 Motor Volts T2-T3 212 Volts Fan Sheave Bore 15/16 Motor Volts T1-T3 211 Volts Number of Belts 2 Motor Amps Tl 4.58 Amps Belt Size A48 Motor Amps T2 5.02 Amps Sheave Center Line 17" Motor Amps T3 4.34 Amps Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-2 RTU-2 Supply Outlet Summary Design Design Preliminary Final System/Unit Type of Reading Outlet Type Size ui.W/D Ak Final% Velocity Value Reading Reading Outlet•RTUZ-01 ...f.19.~.h..o..o..d.. CD ....1..2 ......i.n...c...h ....s. .................. 1 500 CFM .........5...6...0 .....C...F..M ............5..2...0 .....C...F..M ...............1..0...4..% .......... .O.....u..t..l.e...t..-...R..T...U....Z...-0.....2 ........................F..l.o....w.....h..o...o...d ..................................CD ................. ····1·-2 ·····i·n···c···h · .. -s. ·-·· .. , , . --+-500 -CF·M ·········-··5···3···0 ····C····F··M ············5··2···0 ·····C···F··M ···············1··0•·•4···% ·········· Outlet-RTUZ-03 Flowhood CD 12 inch s. 500 CFM 5.3...0 .....C..F...M .............4..9...0 .....C...F..M .. 98% --+-- .O.....u...t.l.e...t..-..R...T...U.....Z..-..04 ....... Flowhood CD 12 inch s. 1 500 CFM 460 CFM 520 CFM 104% ·········•·· ·.··•·······•·· ··•····•··············· · . ..... ·-········· .. ·--······· ···•········"·'•"•"•· , . ..O...ut.....l.e...t..-..R...T...U....Z. ·--05 +----···F··l·o""w"''"h"'o'''o'''d '"'''"''''''""''''''""'' CD ..... P: . ..i~£h. .. ~ X ?.QQ .. C.F.r-✓.1 ••••••• ~.15..Qg~···· .. 490. CFM ~?.~ . .O....u...t..l.e...t..-..R....T..U....Z...-..0...6 ........................F..l.o.. ~w ---·h···o·· od CD ... }?_J~.~.h. .. ~.. . )····-···· ·-····················· .500. CFM 440 _(FM.... .::115.QfF.fY.l . ···- .~?.~ . Totals: 3000 CFM 2980 CFM 3000 CFM 100% RTU-2 Return Inlet Summary Design Design Preliminary Final System/Unit Type of Reading Outlet Type Size ui.W/D Ak Final% Velocity Value Reading Reading lnlet-RTUZ-01 Flowhood RG - Ceiling 22x22 1 - 1500 CFM .....1.. 4, .... 3_ 0 .. , .C...F...M ........ ....1.4...3...0 .....C..F...M ..... 95% lnlet-RTUZ-02 Flowhood RG - Ceiling 22x22 1 - 1500 CFM 1390 CFM 1390 CFM 93% ................... - ........... Totals: - - - - - 3000 CFM 2820 CFM 2820CFM 94% Notes: Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-3 RTU-3 Supply Outlet Summary Motor Data Unit Manufacturer Carrier RTU/Supply Fan Unit Model Number 48HCDD08F2M5A6W1CO Motor Manufacturer MARATHON Unit Serial Number 2415P81116 Drive Type VFD Unit Discharge Bottom/Downflow Motor Frame 56HZ Filter Quantity 4 Motor Rated Volts 208 Filter Dimensions 1000 Motor Phase 3 Motor Hertz 50 Test Data Motor FL Amps 7.9 Total Design Flow 3000 CFM Motor Service Factor 1.15 Total Actual Flow 3000 CFM OA Design Flow 560 CFM Sheave Data OA Actual Flow 560 CFM RTU-1/Supply Fan RA Design Flow N/A Motor Sheave Manufacturer Fenner Drives RA Actual Flow 2810 CFM Motor Sheave Model Browning Fan RPM Design N/A Motor Sheave Bore 1/2 Fan RPM Actual 730 RPM Fan Sheave Manufacturer Fenner Drives Motor Volts T1-T2 212 Volts Fan Sheave Model AFD74 Motor Volts T2-T3 212 Volts Fan Sheave Bore 15/16 Motor Volts T1-T3 211 Volts Number of Belts 2 Motor Amps T1 4.49 Amps Belt Size A48 Motor Amps T2 4.81 Amps Sheave Center Line 17" Motor Amps T3 4.32 Amps Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi lsvsTEM/UNIT: RTU-3 RTU-3 Supply Outlet Summary Design Design Preliminary Flnal System/Unit Type of Reading Outlet Type Size lxW/0 Ale Final% Velocity Value Reading Reading Outlet-RTU3-01 Flowhood CD 12 inch -s SOOCFM 510 CFM 510 CFM 102% Outlet•RTU3-02 Flowhood CD 12 inch -s 1 500 CFM 520 CFM 520 CFM 104% ..................................... ································•·•··············· ······-······ ,......... .. ..O...u....t.l.e...t..-..RT.......U....3..·...0.3 .... Flowhood CD 12 inch -s 1 500 CFM 500 CFM 500 CFM 100% ·····•··•···""'''''"'"'''''""'"'' ·······················~- . Outlet•RTU3-04 Flowhood CD 12 inch -s 1 500 CFM 520 CFM 520 CFM 104% ... ······ ......................... . . ..O....u..t..l.e...t..-..R...T...U....3....-.0..5 ..........................F..l.o....w....h...o....o..d .................................. C-.D ................ 12 inch -s 1 500 CFM 530 CFM 530 CFM 10. 6% . Outlet-RTU3-06 .........F..l..o...w......h..o..o...d ........ CD . 12 inch -s _ 1 ················-· .. ··· 500 CFM 510 CFM . ··5··1·-0 ·····C··•F"M ··•···· 102% Totals: 1000 3000 CFM 3090 CFM 3090 CFM 103% RTU-3 Return Inlet Summary Design Design Preliminary Final System/Unit Type of Reading Outlet Type Size LxW/0 Ak Final% Velocity Value Reading Reading lnlet-RTUl-01 Flowhood RG • Ceiling 22x22 1 . 1500 CFM . ....1..4....0...0 ....C..F....M ....... ..1...4..0...0 ....C...F....M .... 93% lnlet-RTU1•02 Flowhood RG - Ceiling 22x22 1 1500 CFM 1410 CFM 1410 CFM 94% ......................... Totals: . 3000 CFM 2810 CFM 2810 CFM 94% Notes: Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-4 RTU-4 Supply Outlet Summary Motor Data Unit Manufacturer Carrier RTU/Supply Fan Unit Model Number 48HCDD08F2M5A6W1CO Motor Manufacturer MARATHON Unit Serial Number 2415P81116 Drive Type VFD Unit Discharge Bottom/Downflow Motor Frame 56HZ Filter Quantity 4 Motor Rated Volts 208 Filter Dimensions 1000 Motor Phase 3 Motor Hertz 50 Test Data Motor FL Amps 7.9 Total Design Flow 3000 CFM Motor Service Factor 1.15 Total Actual Flow 3000 CFM OA Design Flow 225 CFM Sheave Data OA Actual Flow 220 CFM RTU-1/Supply Fan RA Design Flow N/A Motor Sheave Manufacturer Fenner Drives RA Actual Flow N/A Motor Sheave Model Browning Fan RPM Design N/A Motor Sheave Bore 1/2 Fan RPM Actual 710 RPM Fan Sheave Manufacturer Fenner Drives Motor Volts Tl-T2 213 Volts Fan Sheave Model AFD74 Motor Volts T2-T3 213 Volts Fan Sheave Bore 15/16 Motor Volts Tl-T3 212 Volts Number of Belts 2 Motor Amps Tl 4.93 Amps Belt Size A48 Motor Amps T2 4.61 Amps Sheave Center Line 17" Motor Amps T3 4.34Amps Roof Top Unit Project: Dollar Tree Date: 9/15/2015 Location: Arlington, WA Contact: Damir Versegi !SYSTEM/UNIT: RTU-4 RTU-4 Supply Outlet Summary Design Design Prellminary Anal System/Unit Type of Reading Outlet Type Size LxW/D Ak Final% Velocity Value Reading Reading ..O...u..t..l.e...t..•..R...T...U....4...·..0...1 ...............................R..V....A ........................................C...D .........................1...8...x...10 .... ··•··0·· .76 500 CFM ·····5··6··•0 ··"·C···F···M "·'•••n 520 CFM . .............9...3...% ..... Outlet-RTU4-02 RVA CD 18x10 ........0.....7...6 ........ _ ·······•"'''"""''''5''"0'''0 '"'"C'F'''M '''''' 580 CFM 520 CF.. M 90% . Outlet-RTU4-03 RVA CD 18x10 0.76 500 CFM 500 CFM 500 CFM 100% Outlet-RTU4-04 · ·R··V····A •·• CD 5.0...0 ....C...F.. M 480 CFM 495 CFM 103% Outlet•RTU4-05 RVA .....CD ....... , ························· 500 CFM 460 CF.M ...........5..0...0 ......C..F..M .............1...0..9...% ........... Outlet-RTU4-06 RVA CD 18x10 0.76 500 CFM 460 C.F..M .........5...0...0 ..... CFM 109% Totals: 3000 CFM 3040 CFM 3035 CFM 101% RTU-4 Return Inlet Summary Design Design Preliminary Final System/Unit Type of Reading Outlet Type Size LxW/D Ak Final% Velocity Value Reading Reading lnlet-RTUl-01 N/A 1 - N/A N/A N/A N/A Totals: - - - - Notes: AJ ==..o::::::.."':'::r...:.~~ <CJ OIJ --...- .... ---,,.-__,-.,. -....... - c,n. O,, J _;;=_ ~,._ ~.. ~:;=~;~ _ ~, -..._·...,,-se----~-..,.--,.,._-_ ---- I!>8>-=-~-~ --.... -==="'--~-- == .. <>J --::o-~-------=----111.n..-- --... e:>=--~-·-~-- :::'="':.:a:.:: "" -~-~-..~-;=;-~ ::.=.-_::; 1>l!>-~-ir--·-·--·-----.,·-·.,.·.,_.,,- - ,. ... .... -- .............. ,cJ ---- .. --- --- Lj =-:!'~"==-~~-==-=- ~=~'=='"':,':.,."",.,.... ::::.~~..:".:.=.1==: =-...::====:-- .. - ·1;: .;:--==-~-:?=-z. ,.....,,...,_,., ., ... •-=--~=---"'=-~-;::.--on:-.=- ~- =::-,,.~~>:>m ....... 1__,..__,___...,.__ ,..,,_., _,._ $ _., __ ------- ©- _CID __ ~~-:.:.":'"...:=----- " (!'):: 1~~~~11 r ls-=~=--=--11 H• YG\J HAVI:! N« a.ee,no,,e ~- lllE ~~~u,u_ lllE I='~~"":?"'= II ~ SN-Wffl-V>LYNal AQEJl'Nl, bl.:.l-46~1.:.IT1ff;4.:.l_..1\TI !!-HAit.a -~ ""'" B CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 121 E. Burke Avenue Building Permit Number 20150677 Name & Address of Owner Occupant Load Number of Stories Dollar Tree c/ o Shopping Center 285 Persons 1 Property of Arlington Type of Construction/Sprinkler system required Use Burlington, WA 98233 III-B Yes Retail THE Tenant Improvement HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP M OCCUPANCY ISSUED THIS 23rct DAYOF September , 2015. BY BY 7~11t. ~ ~P1/o«119 FIRE OFFICIAL BUILDING OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED, MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES.ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. ) ~ ~~(0\',~-.~ii\~ ,, CITY OF ARLINGTON 11•1 ''1/. J t. ,,t,.~· /, 238 N. OLYMPIC A VE - ARUNGTON, WA 98223 ~✓----c~~?J .•J_.'t\j_ -- PHONE; (360) 403-3551 BUJiLDING PERMIT Address: 12 l E Burke Avenue Permit#: 677 Parcel#: 00461803000100 Valuation: 150000.00 OWNER APPLICANT CONTRACTOR Name SHOPPING CENTER PROP OF Name Paro line & Associates Name: Marco Contractors, Inc ARLINGTON LLC Address: Darren Patterson, Controller I 00 Address PO BOX 271 Address 3617 SW Charlestown Street Commonwealth Dr City, State Zip BURLINGTON, WA 98233 City, State Zip Seattle, WA 98126 City, State Zip.Warrendale. PA 15086- 750 I Phone: Phone: 206-719-0339 Phone: 724-741-0300 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address Address: City, State, Zip City, State, Zip: Phone: Phone: LIC# l::XP: LIC # EXP J'.OJB 0llt$CR\liPTION PERMIT TYPF.. Commercial Alteration CODE YEAR STORIES CONST. TYPE: DWELLING UNITS OCC GROUP 13UILDINGS OCC LOAD PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY: NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION rs NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL lNSPECTlON HAS BU:N MADE AND APPROVAL. OR A CFRTIFICATF OF OCCUPANCY HAS BF.EN GRANTED. lBCI 10/lRCl 10. SALES TAX :\'OTJCE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales lax return form and coded C~ of Arlington #310 I. I 1 ' Andy Paroline 6/10/2015 _____ 1...;._.~/'/,c-;;;;;_ ...:._ -4~tt~~~~~====-----~::L.:~~::> Signature Print Name Date C0N..Dl'FIONS Adhere to approved plans. An RPBA is required to be installed as premise isolation after the meter before any branched connections. THlS PERMIT ALTHORIZS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC) WILL REQUIRE SEPARATE PERMISSION. PERMif,T FE'ES Date Description Fee Amount 6110/2015 Building Permit Fee $1,738.25 6/10/2015 Building Plan Review Fee $1,129.86 6/10/2015 State Building Code Surcharge Fee $4.50 Total Due: $2,872.61 Total Payment: $0.00 Balance Due: $2,872.61 CALL FOR INSPECTIONS BUlLDL'IG (360) 403-3417 When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC A VE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 121 E Burke Avenue Permit#: 677 Parcel#: 00461803000100 Valuation: 150000.00 OWNER APPLICANT CONTRACTOR Name SHOPPING CENTER PROP OF Name: Paroline & Associates Name: Marco Contractors, Inc ARLINGTON LLC Address: Darren Patterson, Controller I 00 Address: PO BOX 271 Address:3617 SW Charlestown Street Commonwealth Dr City, State Zip BURLINGTON, WA 98233 City, State Zip Seattle, WA 98 126 City, State Zip Warren dale, PA 15086- 750 I Phone: Phone: 206-719-0339 Phone: 724- 741-0300 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City, State, Zip: City, State, Zip Phone: Phone: LIC#: EXP: LIC# EXP: JOB DESCRIPTION PERMIT TYPE Commercial Alteration CODE YEAR STORIES: CONST TYPE DWELLING UNITS OCCGROUP: BUILDINGS OCC LOAD PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCl I 0/IRCI I 0. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3 IO I. ~~ Signature Print Name Date Released By CONDITIONS Adhere to approved plans. An RPBA is required to be installed as premise isolation after the meter before any branched connections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 6/10/2015 Building Permit Fee $1,738.25 6/10/2015 Building Plan Review Fee $1,129.86 6/10/2015 State Building Code Surcharge Fee $4.50 Total Due: $2,872.61 Total Payment: $0.00 Balance Due: $2,872.61 CALL FOR INSPECTIONS BUILDING (360) 403-3417 When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon MARCO CONTRACTORS INC Page 1 of 2 l Horne lnicio en Espanol Contact !search L&I A-Z Index Help My Secure L&l Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of 0 Labor & Industries I MARCO CONTRACTORS INC DARREN PATTERSON, CONTROLLER 100 Owner or tradesperson COMMONWEAL TH DR Principals WARRENDALE, PA 15086-7501 SMITH, MARTIN R, PRESIDENT 724-741-0300 Doing business as MARCO CONTRACTORS INC WA UBI No. Business type 601 942 029 Corporation Governing persons I MARCO CONTRACTORS MARTIN R SMITH; License Verify the contractor's active registration/ license/ certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MARCOCI016L8 Effective - expiration 06/28/1999- 05/28/2016 Bond OLD REPUBLIC SURETY CO $12,000.00 Bond account no. 1208698 Received by L&I Effective date 04/12/2007 03/22/2007 Expiration date Until Canceled Insurance Travelers Indemnity Co of Conn $1,000,000.00 Policy no. C5091493152 Received by L&I Effective date 05/07/2015 05/01/2015 Expiration date 05/01/2016 Insurance history Savings No s·avfr1gs accounts during the previous 6 year period. Lawsuits against the bond or savings No iawsuits iigiifrisflfie bond or siivfrigs accounts during the previous 6 year period. L&I Tax debts https://secure.lni. wa.gov/verify/Detail.aspx?UBI=60 l 942029&LIC=MARCOCIO l 6L8&SA W= 6/10/2015 MARCO CONTRACTORS INC Page 2 of2 No L&I tax debts are recorded for this contra license during the previous 6 year period, but some , Is may be recorded by other agencies. License Violations Nolicense iifoiations during the previous 6 year period. I Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is closed. ~~4,49q:o~ Doing business as MARCO CONTRACTORS INC Estimated workers reported N/A L&I account representative T2 / KATHY ULRICH (360)902-4829 - Email: WITE235@lni.wa.gov I Workplace safety and health No inspections during the previous 6 year period. © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601942029&LIC=MARCOCIO 16L8&SA W= 6/10/2015 COMMERCIAL RE~DEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE• Arlington, WA 98223 Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: O Change of Use/Remodel O Commercial Addition @ Tenant Improvement Project Address: ~1_l21_E_B_u_rk_e_A_v_e _, Project Valuation: ~1_150_0_0_0 __ ~ Project Description: !interior Tl for Dollar Tree and new storefront and door per plan Owner: IDollar Tree ~--------------------~ Address: 112992 SE Where Else Lane City: IMiwaukie State: \~O_R_~ ZIP: 197222 Contact Person: IAndy Paroline Phone: 1206.719.0339 Cell Phone: 1206. 719.0339 E-mail: landy@parolineassociates.com Address: 13617 sw charlestown st City: lseattle State: lwa ZIP: 198126 Rece\\Jed 1 Contractor Information \/,f!.'/ 11 1~ ~ (l Contractor Same as QYes @No Qow~ \o 1 Applicant: Contractor: ITBD Phone: ITBD I Address: ITBD City: ITBD State: lwA I ZIP: ITBD 'l ,, License Number: ITBD Expiration: ITBD -----~ Project Name/Tenant: !Dollar Tree Site Address: 1121 E Burke Ave Bldg/Suite/Unit IBC Construction 1111-B IBC Occupancy Type: JL_M _J Type: Description of Use: !Mercantile Building Square 19000 Number of Stories: .__1 l ~ Footage: Square Footage Per 19000 Floor: Will there be any installation, modification or removal of the following? (Check all that apply) D Automatic fire extinguishing systems D Compressed gas systems D Fire alarm and detection systems D Fire pumps D Flammable and combustible liquids (tanks, piping etc ... ) D Hazardous materials D High piled/rack storage D Industrial ovens/furnace D Private fire hydrants D Spraying or dipping operations D Standpipe systems D Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. ) Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/ alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to permitcenter@arlingtonwa.gov. ) I have read and agree to comply with the terms and conditions of this agreement. Please Attach Plans and Supporting Documents (PDF Only) IDT Arlington Arch Struc Plans 050515.pdf STAFF USE ONLY: Permit Number: D Accepted Receipt# By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. ) STRUCTURAL ENGINEERING CALCULATIONS DOLLAR TREE STORES, INC. FORMER FOOD PAVILION ARLINGTON, WA. TENANT IMPROVEMENTS Received MAY 11 2015 BYA# 15081 ~Lb ~17 OFFICE COPY April 29, 2015 Prepared For: RRMM Architects CITY OF ARLINGTON 1317 Executive Blvd., Suite 200 BUILDING DEPARTMENT Chesapeake, Virginia 23320 APPROVED .1:-i~' . DATE 1d~5 BY ,KCJ NOCMANGMAUTHORIZED \fc?'l~:,~='"~:ifl UNL.ESSAPPR®EDBYTHE BUILDING INSPECTOR ._ __.BRAD YOUNG â– & ASSO CIATES, INC. STRUCTURAL ENG[NEERING ---~--- ·------· - - ~-.-~.--~ .345 Pollasky Avenue · Clovis. California ')3611 · :i5lJ.J23-%00 · '.iY)-323-%3J Fax · www.byae11gineeri11g.com These calculations will address the following: 1. Adding a new opening in a Wood Shear wall 2. Add a new opening in Concrete Shear wall 3. All other work, if required or not addressed in this package, is by others. BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING FIie Name: ·I5081.xmcd 345 Poatlasky Avenue Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS Dollar Tree Arlington, WA T.I. - New opening in existing wood shear wall, new opening in concrete tilt up wall Design Parameters Code = 2009 IBC Wind = 85-C, lw=1.0 Seismic = Site Class D Ss=2.415S1 =1.004 1=1.0 R=6.5 Wood Shear Walls Steel fy (W.F.) A992 = 50 ksi, UNO Steel fy (Tube)A500 Grade B = 46 ksi, UNO Steel fy (Pipe) A53 Grade B = 35 ksi, UNO Steel fy (Misc.) A36 = 36 ksi, UNO Light gage studs fy = 50 ksi minimum, UNO High Strength Bolts =A325N Typical Bolts =A307 Concrete f'c (Foundation) = 3000 psi, UNO Concrete f'c (walls) = 3000 psi, UNO Concrete f'c (Columns) = 3000 psi, UNO Concrete f'c (Floor desks) = 3000 psi, UNO Rebar #3 bars = Gr. 40, fy = 40,000 psi, UNO Rebar #4 and larger bars = Gr. 60, fy = 60,000 psi, UNO Welded Rebar =A706 Dimensioned Lumber = DF#2, UNO Glulam Beams = 24F-V4@ simple spans, UNO = 24F-V8@ Cantilever spans, UNO Wood Connectors = Simpson Strong Tie, UNO (Manufacture) (Equivalent may be used) Masonry f'm = 1500 psi, UNO Allowable Soil Bearing Pressure = 1500 psf (Code minimum) Note: The above material properties are typical properties and apply unless noted otherwise within this calculation package. The materials listed are not necessarily used in this design. Please see the following calculations for the actual types of materials used for this specific design. BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING File Name: 15081.xmcd 345 Poallasky Avenue Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS Design Maps Summary Report http://ehp3-earthquake.wr.usgs.gov/designmaps/us/summary.php?temp .. EUSGS Design Maps Summary Report User-Specified Input Report Title Dollar Tree - Arlington, Wa Tue April 28, 2015 15:27:35 UTC Building Code Reference Document 2006/2009 International Building Code (which utilizes USGS hazard data available in 2002) Site Coordinates 48.19871 °N, 122.12514°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category I/II/III . Arlington Heights 0 . r:'fo -~ N '- .. Ii q ,, ), © MapQues:t USGS-Provided Output S5 = 1.044 g SMs = 1.130 g Sos= 0.753g S1 = 0.355 g SMl = 0.600 g So1 = 0.400 g MCE Response Spectrum Design Response Spectrum 0,88 1.20 0.80 1.08 0, 72 0,96 O.G4 0.84 0.5G a, 0.72 a, 0,48 tu O,GO tu 0.40 VI VI O,,Hl 0.32 O.~G 0.24 0.24 O.IG 0.12 0,09 I), 00 +--l----+--+--+--l----+--+--+--1-----! 0. 00 +--l----+--+--+--1-----+--+--+--l----l 0.00 0.20 0.40 0.GO 0.80 1.00 1.20 1.40 l.GO 1.80 2.00 0,00 0.20 0.40 O.GO 0,80 1.00 1.20 1.40 I.GO I.BO 2.00 Period, T ( sec) Period, T ( sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. ~3· '· of I 4/?R/7nl'i 'il.·?7 AM City or Arlmgton, WA: Buuding 1J1v1s1on http://www.arlingtonwa.gov/index.aspx?page= 181 Building Division Expand/Contract Questions and Answers What are the Building Codes used in the City of Arlington? A: The City of Arlington does not have its own Building Code. The Washington State Building Code Council determines, through legislative action, which building codes will be used by the local jurisdictions throughout the State of Washington. Please contact the Permit Center at 360,403.3551 or permitcenter@arlingtonwa.gov for additional information. Building Codes used in Arlington 2009 IRC - Residential Code with WA State Amendments 2009 IBC - Building Code with WA State Amendments 2009 IFC - Fire Code with WA State Amendments 2009 IMC - Mechanical Code with WA State .Amendments 2009 UPC~ Plumbing Code with WA State .Amendments 2009 IFGC - Fuel Gas Code with WA State .Amendments 2009 WSEC - Energy Code What are the Climatic & Geographic Design Criteria? A: • Seismic Design Category D • Wind Speed 85 mph (exposure C) • Roof Snow Load 25 psf, with 10 lb Dead Load • Frost Depth 18-inches May I do the work myself or do I need to hire a contractor? What do I need to know when hiring a contractor or remodeler? What hours is construction allowed in the City of Arlington? of 1 4/?~/?0l'i Q·'i? AM Loading Main Roof 0 ( Lroof J l Llroof) .- : Roofing 4.4 PSF ·Sheathing 2.3. i Roof Framing 6.5 iCeiling t.s i Insulation 1.3: iM&E&P 1' ! Miscellaneous : 1. 7 19 PSF 1Dead Load 20 PSF ; Live Load lb Dlroof = 19- ft2 LL roof := Llroof psf lb Llroof = 20- ft2 lb Llsnow := zspsf Llsnow = 2s- ft2 Wood Wall 0lwall.wood := 15Psf Concrete Wall lb Dlconc.wall := tso{ tJ •psf Dlconc.wall = 100- ft2 Note: When possible reduce roof live load for tributary area perASCE 7-10 Section 4.9. When applicable live load reduction will be noted by R1 BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING 1-ile Name: 15081.xmcd 345 Poallasky Avenue Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS ITEM 1 : (N) Header Design for Wood Wall Opening Member 1 - (N) 3'-4" Opening There will be (N) 3'-4" door opening in a wood wall. New header will support loads acting on opening. Roof Load: L := 3.33ft 20 Wtributary := 2 .ft Tributary roof width to header lb WoL := DLroofWtributary WoL = 190ft lb WLL = 200ft lb WsL = 2so- ft Wall Load: lb 0lwall.wood = 15- ft2 Hwall := 1 s.sft Hopening := sft Hwall.above := Hwa11- Hopening Hwa II.above = 10·5 ft lb woL := DLwall.wood · Hwa II.above w0L = 1s1.s- ft Use: 6x6 OF #2 Wood Header See Attached BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING 345 Poallasky Avenue File Name: 15081.xmcd Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS t. '\J TiUe Block line 1 Project Title: Title Block Line 1 Project Title: You can change this area En$ineer. Project ID: You can change this area En$ineer. Project ID: using the 'Settings· menu item Proiect Oescr: using the "Seltinqs' menu item Project Descr: and then usng lhe 'Printing & and then using the 'Printing & Title Blod<' selection. Title Block" selection. Title filocl< Line 6 ?r!llk,c lt;.;,i-<.'\1I5.111fAfJ Title ll_lock Line 6 F-1111!•,~ 2!1;.J>;l,:;Jt!J 111/W.I Wood Beam file= o:\dmwir,g~\20" 5\15081\dwg\calc:1115081 .ec Wood Beam Ftle=o:\dra·Nings\2015'15081\d,.·g\cak:s\15081.ec ENERCALC.INC.1983-2015 Sufid:5.15.1.19, Vcr:6.15.1.1 ENERCALC. JNC. 1953-2015, Bull~:6.15.1.19. Ver:6.15.1.1 i34,H+A~ii1·'1ii•J1l~l§it:f}i§ Descriptior : (N) 3'4' Door Header Description: (NI 3·4· Door Heador CODE REFERENCES _ Load Combination Max Slress Ratios Moment Values Shear Values Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Segment Length Span# M V Cd CFN C; c, Cm Ct CL M lb Pb V fy p., Load Combination Set : ASCE 7-10 ...0-0.750t...0.750&-H 1.000 1.00 1.00 I.CO 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.340tt 0.316 0.158 1.15 1.000 1.00 1.00 1.CO 1.00 1.00 0.75 327.24 1035.00 0.66 32.78 207.00 Material Pro_eerties ...0-0.6-0W-.H 1.000 1.00 1.00 1.C-0 1.00 'LOO 0.00 0.00 0.00 0.00 Analysis l.1ethod : Allowable Stress Design Fb- Tension 900.0 psi E: Modulus of 8asticity Length = 3.340 ft 0.149 0.074 1.60 1.000 1.00 1.00 1.(0 1.00 1.00 0.49 21-4.09 1440.00 0.43 21.44 288.00 Load ConbinationASCE 7-10 Fb- Compr 900.0 psi Ebend- :0< 1,600.0ksi ..0..0.70E•H 1.000 1.00 1.00 1.C-0 1.00 1.00 0.00 0.00 0.00 0.00 Fc-Prll 1,350.0 psi Eminbend-xx 580.0ksi Longth = 3.340 It 1 0.149 0.074 1.60 1.000 1.00 1.00 1.C-0 1.00 1.00 0.49 214.09 1440.00 0.43 21.44 288.00 Wood Species : Douglas Fir - Larch Fc-Perp 625.0 psi +O+O. 750l..I+O. 750L ...0.450W+H 1.000 1.00 1.00 1.C-0 1.00 1.00 0.00 0.00 0.00 0.01" Wood Grade : No.2 FY 180.0psi Length= 3.340 ft 1 0.212 0.10£ 1.60 1.000 1.00 1.00 1.C-0 1.00 1.00 0.70 304.61 144D.OO 0.62 30.51 288 Ft 575.0 psi Density 32.210pcf .0..0.750L..0.750S..0.450W•H 1.000 1.00 1.00 1.C<l 1.00 1.00 0.00 0.00 0.00 0., Beam Bracing : Completely Unbraced Langth = 3.340 fl 1 0227 0.114 1.60 1.000 1.00 1.00 1.(-0 1.00 1.00 0.76 327.24 1440.00 0.66 32.78 288.00 ..0..0.750l ..0.750S..0.5250E,-H 1.000 1.00 1.00 1.((l 1.00 1.00 0.00 0.00 0.00 0.00 l length = 3.340 It 1 0.227 0.114 1.60 1.000 1.00 1.00 1.C-0 1.00 1.00 0.76 327.24 14'D.OO 0.66 32.76 288.00 • Cj01ol- )l')'• 0:?'Sl0~) • ..0.50[H).60W..0.60H 1.000 1.00 1.00 1.(,0 1.00 1.00 0.00 0.00 0.00 0.00 • • • • Length= 3.340 ft 1 0.089 0.045 1.60 1.000 1.00 1.00 1.(-0 1.00 1.00 0.30 128.45 144().00 0.26 12.87 288.00 ..0.60!)..{).7080.SOH 1.000 1.00 1.1)0 ire 1.00 1.00 0.00 0.00 0.00 0.00 Length = 3.340 ft 1 0.089 0.045 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.30 128.45 144D.OO 0.26 12.67 288.00 Overall Maximum Deflections Load Combination Span Max. "·"Defl Locatioo in Span Load Combination Max. '•'Oefi Location in Span ~ ~ ..0-5-H 0.0140 1.6<2 0.0000 0.000 Vertical Reactions Suppc.,1.:rotation Farloftis#1 Valuos in KIPS Lead Combination S,wort 1 Support 2 Ov"er.lffMA.Xlmum 1.010 1.010 ~"':).')41)1\ Overall MINimum 0.33' 0.334 Applied Loads Service loads entered. Load Factors will be applied fer calculations. ..0-H 0.592 0.592 •04...+i 0.592 0.592 Beam self weight calculated and added to loads .Q.{J•H 0.926 0.926 UniformLoad: D=0.190, Lr=020, S=0.250, Tributa,yWidth=1.0ft,(roof) â–S-tH 1.010 1.010 Uniform Load : D = 0.1580 , Tribulary Width = 1.0 ft, (wall) •[H).750Lr-o-0.750L-.H 0.843 0.843 DESIGN SUMMARY • · • • ..0..0.750l..0.750S•H 0.906 0.900 Maximum Bending Stress Ratio 0.353: 1 Maximum Shear Stress Ratio 0.177: 1 ...0-0.SOW-.H 0.5..02 0.532 Sectic.n used for this span 6x6 Section used for thi~ span 6x6 ..0--HOE-.H 0.592 0.592 fb:Actual 364.95psi fv :Actual 36.56 psi •0..0.750Lr..0.750t...0.450W•H 0.843 0.843 ...0-0.750l ..0.750S..0.450W-.H 0.906 0.906 FB : Allowable 1.035.00 psi Fv : Allowable 207.00 psi +O+S.,.H ...0-0. ?SOL ..0. 7505..0 .5250E-.H 0.906 0.906 Load Combination •D+S+H Load Combination -o-0.60D..0.60W..0.60H 0.355 0.355 Location of maximum on span 1.670ft Location of maximum on span 0.000ft ..0.60[H).7080.60H 0.355 0.355 Span ~ where maximum occurs Span# 1 Span # where maximum occurs Spar,#1 OOrJy 0.592 0.592 MaximLm Deflection Lr Only 0.334 0.334 Max Downward Transient Deflection 0.006 Ratio= 6945 LOnly Max Upward T ransienl Deflection 0.000 Ratio= 0 <360 SOnly 0.418 0.418 Max Downward Total Deflection 0.014 Ratio= 2870 WOnly Max Upward Total Deflection 0.000 Ratio= 0 <240 EOnly HOnly Maximum Forces & Stresses for Load Combinations Load Combiration Max Stress Ratios Mo-neol Values Shear Values Segment Length Spa1# M V Cd CFN C; c, Cm Ct Cl M lb Fb V fy p., ...0.H 0.00 0.00 0.00 0.00 Length = !.340 ft 1 0.264 0.132 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.49 214.09 610.00 0.43 21.44 162.0,J .Q.l-.\1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = ~340 ft 1 0.238 0.119 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.49 214.09 900.00 0.43 21.44 iB0.00 -0.U+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Longlh "' 2..340 ft 1 0.298 0.149 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.77 334.78 1125.00 0.68 33.53 225.00 •0-,.S..\1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= ::.340 It 1 0.353 0.177 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.84 364.95 1035.00 0.74 36.56 207.00 .0..0.750Lr..0.750L..+i 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 U.T,lth = ::.340 It 1 0.271 0.136 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.70 304.61 1125.00 0.62 30.51 225.00 --.j ITEM 2: (N) Opening in (E) concrete Wall Lateral Analysis: There will be a new doorway at the plan North East side of the buildind. The opening will b 3'-4" and design will resist out of plane loads caused by wind and seismic at the top of the opening. Size additional steel frame for out-of-plane loads: Wind Force: Exposure C V := 85 K t := 1.0 2 K := o.90 Kd := o.85 2 lb qh = I4.I49- ft2 EQ 30.4-1 (Components and Cladding Low Rise Buildings) GCp.1 := o.95 External Pressure Coefficient (Positive Face) GCp.2 := -1.0 External Pressure Coefficient (Negative Face) GCpi := 0.18 Internal Pressure Coefficient Windward Pressure Pww := qh{Gcp.1 -(-Gcpi)] Pww = I5.989-psf Leeward Pressure lb Plw = -16.696-psf = 16.696- ft2 Wwind := ( jP1wl) BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING File Name: 15081.xmcd 345 Poallasky Avenue Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS 0 0 Wind Forces on Steel Frame L := (3.34)ft Hroof := 14.5ft Hroof Htrib. := Htrib. = 7.25 ft 2 Pw := Wwind·Htrib. Wind Forces acting on intermediate beam. lb PW= I21.048- ft Check the frame for out-of-plane loading: Seismic Forces ss := 1.044 S1 := o.355 Ref ASCE 7-10 Seismic Factor Determination Sds := o.753 Sd1 := 0.400 I:= 1.0 Fp.1 := 0.4·Sds•I Fp.1 = 0.301 Wall at new opening H roof := 14.5ft Height to deck Hwa II = 18.5 ft Hvvall.opng := sft W ·= DL .(Hroof- Hwall.opng) lb wall · cone.wall Wwall = 325- 2 ft Fp := Fp.1 •Wwall Seismic Forces acting on wall lb Fp = 97.89ft Out-of-Plane Loads: lb F p = 97.89ft lb Pw = 12L.048- ft BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING 345 Poallasky Avenue Fife Name: I508I.xmcd Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS Fp.wall := Fp{~) F p.wall = 163.476 lb acting at H=9.56ft Pw.wall := Pw{~) Pw.wall = 202.151 lb Roof loading Wtributary := -49- .5 · ft Tributary width to Beam 2 woL := Dlroof'wtributary w0L = 410.25-plf wLL := ~Lroof'wtributary wLL = 495 · plf lb WsL := Llsnow·Wtributary wsL = 618.75- ft Wall Analysis: Sds • I = o.753 lb Wwind = 16.696- ft2 (E) 8" concrete Wall adequate See Attached BRAD YOUNG & ASSOCIATES Copyright 2015 Brad Young & Associates Print Date: 4/28/2015 STRUCTURAL ENGINEERING 345 Poallasky Avenue File Name: 15081.xmcd Clovis, California 93612 (559) 323-9600 (559) 323-9633 Fax Engineer: HS lo liUe Blad, line 1 Project Title: liUe Block Line 1 Project Tille: You can c1ange this area En~ineer. Proiect ID: You can change this area En~ineer. Projoct ID: using the 'Settings' menu ilem ProJect Descr: using the "Settings' menu item Pro;ect Oescr: and then Lsing the ·Printing & and then using the "Printing & Title Block· selection. TiUe Block' selection. Title Block Un~6 P11nkcl5A?R:i.01:l,112.W.\ Ti~• Blocl<_Une 6 f"flr~.!i.:.."f<20l511Z.ll.U i Concrete Slender Wall Rle=o:\dnr.-ir,g:;12O15\15061\dwog\asb\15081..e: Concrete Slender Wall Ale= o:\d~ng-:;\2015\15051\dwg'de:;\15081.ec 8'-lERCAlC. INC. 1983-20"5. Bui:d:6.15.1.19. Ver:6.15.1.1 ENERCAlC, INC. 1983-2015. Suild:6.15.1.19, Ver:S.15.1.1 Description: (E) a" Concrete Wall Check Description: (E} 8" Concrete wan Check Code Rllferences DESIGN SUMMARY Results reported for "Strip_ Width" of 10.0 in Calculatons per ACI 318-08 Sec 14.8, IBC 2009, CBC 2010, ASCE 7-10 Governing Lo.3d Combination . Actual Values. Allowable Values. Load Combinations Used: ASCE 7-10 PASS Momeni Capacity Check Maximum Bending Stress Ratio = 0.3180 Genera lnfonnation +1.20D+0.50L+0.20S+E+1.60H ti.a,, Mu 1.204 k-ft Phi• Mn 3.785 k·lt fc : Concrete 26 day strength ::; 3.0 ksi Wall Thickness 8.0 in Tamp 0iff across thickness deg F PASS Service Deflection Check 'ctual Defl. Ratio U 4,838 Allowable Deft. Ratio 150 E Only 1/.ax. Deflection 0.03597 In Fy : Rebar Yield 60.0 ksi Rebar at wall center Min Allow Out-of-Plane Defl Ratio = L / 0 Ee: Co-tcrete Bastic Mcduhn = 3,122.0 ksi Rebar "d" distance 4.0 in Mininum Vertical Steel ~lo 0.0020 PASS Axial Load Check V.ax Pu/ Ag 18.901 psi Max. Allow. Deft. 1.160 in ,. : LI /Vt Cone Facto 1.0 lower Level Rebar . Using Stiff. Reduction Factor per ACI R.10.12.3 +1.20D+0.50L +0.20S+E+1.60H Location 9.42511 0.06 • fc 180.0 p•' Fr : Rupture Modulus 273.861 psi Bar Size # 4 PASS Reiniorcing limit Check Max % :>f p balanced 0.01355 Bar Count in Strip Widl 1.0 ::Onlrolling As/bd 0.0050 As/bd; O.Orho bal 0.01355 Max Pu'Ag; re· 0.060 PASS Minimum Moment Check ¼:racking 2.434 k-lt Minimum Phi Mn 3.388 k-ft Concrete Density 151.0 pcf +1.40D+1.60H 'v\aximum Reactions . for Load Combination ... Width d Design Strip 10.0 in Top Horizontal E Only 0.4071 k Base Horizontal EOnly 0.2244 k One-Story Wall Dimensions Vertical Reaction +O+S♦H 2.460 k A Clear Heigh! 14.50 ft Design Maximum Combinations- Moments 8 Parapet height 4.0 fl Axial Load Moment Values 0.6- Load Combination Pu 0.06·fc·b·t Mer Mu Phi Phi Mn As As Ratio rho bal Wall Support Condition Top & Bottom Pinned J:.:i!.__....kh_ k~ft lri,.? +1.400,.1.60H at 14.02 to 14.50 0.000 17.260 2.92 0.37 0.90 4.07 0.240 0.0050 0.0135 ... 1.20().0.SQLJ.,.1.60L•1.60H at 14.02 to 14. 0.000 17.280 2.92 0.46 0.90 4.07 0.240 0.0050 0.0135 ... 1.200.1.60L+-0.50S+1.60H at 14.02 to 14.5 0.000 17.280 2.52 0.49 0.90 4.07 0.240 0.0050 0.0135 I +1200+1.60l.J-+-0.50L ... 1.60H at 14.02 to 14. 0.000 17.280 2.92 0.76 0.90 4.07 0.240 0.0050 0.0135 ... 1.200-,.1.60l.J...0.50W+1.60H at 9.67 lo 10.1 2.42.4 17.250 2.92 1.04 0.90 4.70 0240 0.0050 0.0135 A ... 1.20C.0.50L•1.60S•1.60H at 14.02 to 14.5 0.000 17.260 292 0.88 0.90 4.07 0.240 0.0050 0.0135 •1200...1.60S-+-O.SOW ... 1.60H at 9.67 10 10.15 2.623 17.280 2.92 1.12 0.90 4.75 0.240 0.0050 0.0135 _L +1.20D+-0.50Lr.0.SOL...W ... 1.60H at 9.18 lo 9. 1.538 17280 2.52 1.38 0.90 «s: 0.240 0.0050 0.0135 +1.200-,.0.50L..0.50S+W•1.60H at 9.18 to 9.6 2.000 17.280 2.92 1.40 0.90 4.59 0.240 0.0050 0.0135 ... 1.20Cr-0.50L...0.20S•E ... 1.60H at 9.18 to 9.6 1.814 17.280 2.92 1.44 0.90 4.54 0.240 0.0050 0.0135 Vertical Loads ..0.90D·•W..0.90H at 9.18 to 9.67 1268 17280 2.92 124 0.90 4.40 0240 0.0050 0.0135 Vertical U'liionn Loads . . ( Applied per foot of Srrip Wfdm) DL: Dead Lr: Roof live Lf : Floor LrJS S : Snow W:Wind ~J.90iJ+E.0.90H at 8.70 to 9. 1a 1.312 17.280 2.92 1.35 0.90 4.41 0.240 0.0050 0.0135 Ledge, Load Eccentricity 6.750 in 0.4710 0.4950 0.6190 kif( Design Maximum Combinations- Deflections Con::e:ntric Load kif! Axial Load Moment 'values Stiffness Deflections Lateral Loads Load Combination Pu Mer Mactual I 9JOSS I cracked I effective Deflection Def!. Ratio Full area "VIND load 16.696 psi Wall Weight Seismic Load Input Method : ASCE seismic factors entered x-u e-e ln"..l \n'·~ \n~4 lo fp;W~INL• 0.3012 30.321 ps1 SOS Valua per ASCE 12. i 1.1 ...o--+, at 8.22 to 8.70 i.sos 2.92 D.16 512.00 28.18 334.000 0.005 33,703.4 Sos ; 0.7530 •D--l •H at 8.22 to 8.70 1.!:06 2.92 C•.16 512.00 28.18 384.000 0.005 33,703., D Lr w Heigh! (Appifed ro full '$TRIP 1Â¥idCh1 ...o+lr+H at 8.22 to 8.70 zcni 2.92 C•.32 512.00 28.89 384.000 0.011 16,4125 ...o+S+H at 822 to 8.70 2.125 2.92 (•.36 512.00 29.08 384.000 0.012 14,540.9 Point Lateal Load 0.1640 0.2030 k 9.625 fl ,-0-,0.750Lr-.-0.750L •H at 6.22 10 8.70 tm 2.92 UB 512.00 28.72 384.000 0.009 18,829.9 ,-0-,0.750L-.-0.750S+H at 8.22 to 8.70 1.s:70 2.92 (.31 51200 28.85 384.000 0.010 16,953.5 ...o+o.60W•H at 7 25 to 7.73 1.003 2.92 C.i3 512.00 28.32 384.000 0.023 7,426.1 ,-0-,0.70E+H at 7.25 10 7.73 1.603 2.92 (.96 512.00 26.32 384.000 0.030 5,730.9 ...Q..-0.7501.J..0.750L+0.450W..+i at 7.73 to 8.2 1.£26 2.92 C.72 512.00 28.79 384.000 0.023 7,S&F,.7 ,-0-,0.750L-.-0.750S-.-0.450W+H at 7.73 10 8.22 2019 2.92 us 51200 26.92 384.000 0.024 7,262.8 •.Cl+0.750L...0.750&t0.5250E-H at 7.25 to 7.7 2.008 2.92 C.89 512.00 29.00 384.000 0.02S 5,982.1 ...0.600.0.60W...0.60H at 7 .25 to 7.73 0.!1>2 292 C.67 512.00 27.38 384.000 0.021 8,144.7 -.-0.60D-.-0.70E-.-0.60H at 7.25 to 7.73 0.962 2.92 (.90 512.00 27.38 384.000 0.028 6,152.1 D Only at 8.22 to 8.70 1.5:!6 2.92 C.16 512.00 2B.18 384.000 0.005 33,703.4 LI Only at 8.22 to 8.70 0.435 2.92 C.16 512.00 26.69 384.000 0.005 32,150.5 0.000 0.00 C.00 0.00 0.00 0.000 0.000 0.D Title Block Line 1 Project Title: You can change this area En~ineer. Projecl ID: using the 'Settings· menu item Project Descr: and then using the 'Printing & Title Block" selection. Title Block Line 6 F1~(.-S25Af-R.AllS.1ji....:J.l Concrete Slender Wall rile:: a:\d.nrling5\2015\15081\dwg\ce!c:;\15081.ec ENERCAlC. INC. 1983-2015, BuHd:6.15.1.19, Ver:6.15.1.1 Description: (El s· Concrete Wail Check Design Maximum Combinations• Deflections Axial Load Moment Values Stiffness Defiections Load Combination Pu Mer Mactual I gross I cracked I effective Deflection Den. Ratio k-lt k-h In"â—„ ln"4 ln".1 In s Only at 8.22 to 8.70 0.619 2.92 0.20 512.00 2£.88 384.000 0.007 25.702.0 WOn~ at 725 to 7.73 0.000 2.92 0.98 512.00 25.96 384.000 0.030 5.712.9 EOnly at 725 to 7.73 0.000 2.92 1.17 512.00 25.98 384.000 0.036 4.637.8 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 Reactions. Vertical & Horizontal Load Combinatlcn Base Horizontal Top Horizontal Vertical~ Wall Base J .O.H Mk 0.02 l:. 1.944 k +[),l..+l Mk 0.02 1.944 k +O,lr..+i M, 0.03 , 2.357 k -o-s-a M, 0.04 ~ 2.450 k --0,-0.750U+0.750L+H Mk 0.03 ,, 2.25' •D+0.750L +0.750S+H 0.0 k 0.03 k 2.331 k --0-o-0.SOW..-H ~. 0.16 s 1.944 k +0+0.70E..+l u, 0.27 k 1.944 k --0,-0.750U+0.750L +O.GJW..+l 0.1 k 0.11 k 2.254 k --0,-0.75Cl+0.750S+0.GJW..+i 0.1 k 0.10 k 2.331 ;,; --0,-0.750L+0.750s--0.5250E..+l Q1 k 0.18 k 2.331 k ..-0.60(}t{).50W+0.60H ~. 0.17 k 1.167 k +0.50D+0.70E+0.50H u, 0.28 k 1.167 i.: DOoy M, 0.02 , 1.944 k. l;Only Mk 0.02 k 0.413 k LOn~ QO k 0.00 l(, 0.000 k SOnly M, 0.02 k 0.516 k WOnly u, 0.30 k 0.000 k EOnly u, 0.41 K 0.000 , H Only M• 0.00 k 0.000 k J I- ._,.___, ' 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address Project Info DOLLAR TREE (DEAL #8880) Date 4/28/2015 Compliance Former Food Pavilion For Building Department Use forms do not require a Arlington, WA password to Applicant Name: DOLLAR TREE use. Instructional and Applicant Address: calculating cells are write- Applicant Phone: Project Description 0 New Building 0 Addition 0 Alteration 0 Plans Included I 0 Lighting Power Density Calculations 0 Total Building Performance Lighting Compliance Path (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance 0 Building Area Method @ Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System New T8 fluorescent lighting utilizing strip lighti~h reflectors and controlled 1 Description with a combination of an energy manage - ~Y.,fA~· · S) and motion sensors in l).._ 0..,1 '/. I areas as shown on plans. ·.\ Q '/::-V~r0' . °'(- Qt' - '-'r-l,;1, ' -~ '1> Briefly describe lighting ':i~i < .~... "o ' .;,. -,~ system type and features. a • ~·~ ~·o .\ \ 11 & C/J ·h - iiJ ~ -o i/1 .f:. ~/~.'°Y'4. , o.: rg. Additions and Change of Space Use (Cl0l.4.3 & ClOl.4.4) ~Q ::..-(\\ ,.,.'~ ">'/~ ~-4. 9';"· .c· y;- /·l11 ~ o ,~•~ ··.:...<.:O .. ,2- r& lvl>- ,., •?- ,ti/, Addition area or Change of Space Use area complies with all applicable provisions ~ ;!Jot\13[>~\'· i 0 Addition area is combined with existing building lighting systems to demonstrate compliatfc'$~f!rilJ:5~e provisions per C101.4.3 Provide Building Area Method (L TG-INT-BLD) or Space-By-Space Method (L TG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (Cl0l.4.3.1) 0 60% or more of luminaires in space replaced Provide Building Area Method (L TG-INT-BLD) or Space-By-Space Method (L TG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non-retrofit spaces shall be documented separately using multiple forms. O Less than 60% of luminaires in space replaced Provide a separate Space-By-Space Method (L TG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. 0 Lamp and/or ballast replacement within existing luminaires only - existing total interior building wattage not increased 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3}, specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405. 13. O Space is reconfigured - luminaires unchanged P'f!Wvel!P91'1. J Provide all applicable lighting controls as not d@~nQ.p lARMN'M~·-: ,~ Is per C405. 13. 0 No changes are being made to the interior ligh ng and $1.dlli.QI iMRTMENT - l'\r-r-'nUVt:U • 'l.wvt::.1v~u DATE 5J...3d.s BY_/4:e MAY 11 2015 ( fJlblP11 OF ICE COPY NO CHANGES AUTHORIZED UNLESS AP,!ROVED BY THE BUILotN'G INe..... , .. P._,. E__C_ TOR . intt4it•1ilttiM1IUJ.1t),d1Eifi +i~SMI..Ji:i~SM----•M•~il-i=tAH=I 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE (DEAL #8880) Date 4/28/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% @ 60% or more 0 Stand alone Q Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition wi/1 comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location (plan #, Allowea \.:iross mtenor vvatts Alloweo room#) Space Type* Watts per ft2 Area in ft2 (watts/ft2 x area) E2-SALES Retail: Sales area 1.68 7112 11948 E2-HALL Corridor/transition 0.66 95 63 E2-TOILET 1 Restroom 0.98 80 78 E2-TOILET 2 Restroom 0.98 80 78 E2-STOCK RM Warehouse: Medium/bulky material 0.58 1602 929 Atrium** Enter Height: Exist{ng Ughtlng Enter Exist. Watts: Retail.Display Allowance from LTGslNT-Dl~PLAY * Select Table C405.5.2(2) category from drop down menu. Area Allowed Watts •• For atriums, indicate height. Allowed wattage for first 40 feet is 0. 03 W/ft. ht., Tota1~I 8_9_6_9 __ ~ __ 1_3_0_9_1_~ above 40 feet is 0. 02 W/ft. ht. Proposed Lighting Wattage Location (plan #, Number of Watts/ Watts room#) Fixture Description*** Fixtures Fixture Proposed 2x4FT, 3-LAMP, T8 ELECTRONIC BALLAST, FLUORESCENT E2· SALES 72 96 6912 TROFFER 8FT, 2-LAMP, TB ELECTRONIC BALLAST, STRIP LIGHT E2-SALES 33 64 2112 FLUORESCENT STRIP WITH REFLECTOR 4FT, 1-LAMP, TS ELECTRONIC BALLAST, STRIP LIGHT E2-SALES 5 32 160 FLUORESCENT STRIP WITH REFLECTOR 4FT, 1-LAMP, TB ELECTRONIC BALLAST, STRIP LIGHT 1 32 32 E2• TOILET 1 FLUORESCENT STRIP WITH REFLECTOR 4FT, 1-LAMP, TB ELECTRONIC BALLAST, STRIP LIGHT E2-TOILET 2 1 32 32 -~ FLUORESCENT STRIP WITH REFLECTOR 8FT, 2-LAMP, TS ELECTRONIC BALLAST, STRIP LIGHT E2-STOCKRM 7 64 448 FLUORESCENT STRIP WITH REFLECTOR 8FT, 2-LAMP, TS ELECTRONIC BALLAST, STRIP LIGHT E2-HALL 1 64 64 FLUORESCENT STRIP WITH REFLECTOR Retail Di!:lplayUghting from LTG,INT-DISPl,.AY : Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 9760 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. .. 2. For proposed Fixture Description, indi!;afe fl>;fure·typp, ran11/1xP.e(e.g. T-8), nl!,,m6er,o(l~mps in the fixture, and ballast type (if included). For track lighting, list the length of the track (/n [eeµ· in add/tio_n (P thff, fi; ure;'/?_mp,, ;i/2g.ba.{1a·:,t'jnformation. 3. For proposed Watts/Fixture, use manufacturer's li$ted [TIBXirpµ,m inp1,1;t yvattage,of. the fixtu~ (not simply the lamp wattage) and other criteria as specified in Section C405. 5. 1. For line voltage'track lightind; list th<i gredter·d; actual lu!/iinaire wattage or length of track multiplied by 50, or as applicable, the wattage of curre~t limiting deviie$ ofc'tt,e1;fratJ,sformer: /i(i)r low voltage',track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exe'ljiption per C405. 5. 1, ofe ex ep/ion number and leaye Watts/Fixture blank. 5. Document existing to remain fixtures i~ Proposed Lighting table in the same_ manner ~s !J.ef fixtures. Identify as existing in fixture description. 6. lf#NA appears ,n Retail Display cells, ',"fufl11al1u11_ u11 LTGJW-~ ~:;,~rj[ju,1J.1Jit1111.\~1 '· 1 COMPLIES Project Info Project Address DOLLAR TREE (DEAL #8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington, WA Applicant Name: DOLLAR TREE Maximum Allowed Display Lighting Wattage Location (plan #, Allowea Gross Interior watts Allowed room#) Retail Display Area Type* Watts per ft2 ** Area in ft2 (watts/ft2 x area) Area Area Watts * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. Total! I ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Display Lighting Base Allowance~---------< ++ Total Display Allowance ~-----~ Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405 .5 . 2(2) footnote A may be entered here Location (plan #, Number of Watts/ Watts Display Area* room#) Fixture Description Fixtures Fixture Proposed • Select retail sales display area from drop down menu. Total Proposed Watts~I __. Proposed Display i--I -R_et_a_il _1 R_e_ta_i1_2 R_et_a_il _3 R_e_ta_il_4 __ Lighting Totals . ~------~------_.__ ....._ _. Notes: 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405. 5. 1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. 1ntt§;f,jifmttfflt:-i1th,oiEifi f :fmG11;Utii¥•~!,ten,,,Rlllf lkcl1~il=J•1iJ 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE (DEAL #8880) Date 4/28/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% @GO% or more 0 Stand alone Q Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use L TG-INT-SPACE form. Space-By-Space method selected. Use LTG-lNT-SPACE form. Location (plan #, Auowso liross Interior watts Auowen Building Area* room#, or ALL) Area Description Watts per ft2 Area in ft2 (watts/ft2 x area) • Select Table C405. 5. 2(1) Building Area from drop down menu. Total~! _. Space-By-Space method selected. Use LTG-INT-SPACE form. Location (plan#, Number of Watts/ Watts Building Area* room#) Fixture Description•• Fixtures Fixture Proposed • Select Table C405.5.2(1) Building Area from drop down menu. •• Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Total Allowed Total Proposed Interior Lighting Power Building Area Warnings Watts Watts Allowance Total ... l ___._ ___, Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405. 5. 1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405. 5. 1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. Exterior Lighting Su ary L TG-EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: DOLLAR TREE (DEAL #8880) Date 4/28/2015 Former Food Pavilion For Building Department Use Arlington, WA Applicant Name: DOLLAR TREE Applicant Addr: Applicant Phone: Project Description D New Building 0 Addition 0 Alteration D Plans Included Lighting Zone As specified by jurisdiction. Zone selection 0 Zone 1 0 Zone2 @ Zone 3 0 Zone 4 required to enable L TG-EXT form Compliance Option 0 Lighting Power Density Calculations 0 Total Building Performance Building Grounds D Efficacy> 60 lumens/W â–¡ Controlled by motion sensor Applies to luminaires > 100 Watts D Exemption (list) Exterior Lighting Alterations D No changes are being made to the existing exterior lighting 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lig/Jting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance:! 750 Allowea watts Area (fl'), perimeter Auoweo watts Tradable Surfaces Surface Description per tt2 or per If (If) or# of items X tt.2 (or X If) Total Allowed Tradable Watts:1 ~----~ Tradable Proposed Lighting Wattage (Use mfgr listed maximum input wattage for luminaire.) Number of Watts/ Watts Tradable Surface Fixture Description Fixtures Fixture Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts:I~----~ watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. N on-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: I 750 Allowed Watts Area (ff), perimeter Allowed Watts Non-Tradable Surfaces Surface Description per tt2 or per If (If) or# of items X tt2 (or X If) Bldg. Facade (by area) REAR STOCKROOM AND REAR EGRESS DOORS 0.15 W/ft2 100 15 Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Non-Tradable Surface Fixture Description Fixtures Fixture Proposed Bldg. Facade (by area) 70W MH WALL PACK 1 96 96 Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable watts: ---Bl --- surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 669 I Exterior Lighting COMPLIES WITH SITE ALLOWANC§ ~ilITTT•·lfJ@~ â– ... -~~ll'elilll:l .. =..':lllllll.lie1Mlllll:.:l11 ....... ltil:lil~JE ••~ii:I~• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE (DEAL #8880) Date 4/28/2015 The following inbrmation is necessary to check a permit application for compliance with the lighting, motor. and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Indicate on plans the manual control type & locations served; E1/E2 C405.2.1.1 Manual interior Yes Indicate of plans the 50% lighting load reduction method C405.2.1.2 lighting controls E1/E2/ EM# provided or identify exception taken Indicate lighting system automatic shut-off capability - identify E1/E2 lighting zone areas served on plans; Automatic time Indicate locations of override switches on plans and the areas Yes C405.2.2.1 switch controls and E1/E2 served, include area sq. ft.; override switching Indicate locations where automatic shutoff is provided by other E2 methods (occupancy sensor, daylight controls, etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2 Daylight zones - Indicate vertical fenestration primary and secondary daylight E2 Yes C405.2.2.3 Vertical fenestration zone areas .. ?~ plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, include sq. ft. NA Indicate on plans the locations served by daylight zone controls; E2 Daylight zone Yes C405.2.2.3.2 -·-··-··- - - - ·--- controls Indicate in plans the lighting load reduction (dimming) method - E2 stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls - lighting controls General Indicate lighting control method for display and accent lighting, and display case lighting; C405.2.3 - Display and accent NA Indicate these fixtures are controlled independently from both Items 1&2 lighting general area lighting and other lighting applications within the same space Provide a lighting control device at each guest room entry for all C405.2.3 - Hotel/motel guest NA permanently installed fixtures in guest room; Item 3 rooms Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental NA Item 4 lighting task lighting, including under-shelf or under-cabinet lighting Identify eligible non-visual applications and method of lighting control; C405.2.3 - Lighting for non- NA Indicate these fixtures are controlled independently from both Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale Lighting equipment or demonstration; C405.2.3- NA for sale or Indicate these fixtures are controlled independently from both Item 6 demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than O.OSW/ft 2 , indicate method of automatic shut-off during unoccupied E2 C405.2.3 - Means of egress Yes periods; Item 7 lighting Identify on plans the egress fixtures that function as both normal E2 and emergency means of egress illumination Provide vacancy device or timer to turn off fixtures within 15 C405.10 Cooler and freezer NA minutes of unoccupancy for cooler and freezer lighting fixtures C405.11 lighting with lamp efficacy less than 40 lumens per watt Exterior lighting Indicate on exterior lighting plans the automatic lighting control Yes C405.2.4 E2 controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; --- ---· - .. ---- ----~ Lighting system Provide written procedures for functional testing of all automatic NA C408.3 functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) lllfmillTiT••1'1~ ar ..... i::lc•111111~ .. ;;;,,~11••••••1â– , .. , •••• ~ ......... l'lil:lil~~ ••~ii:l~i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address DOLLAR TREE (DEAL #8880) Date 4/28/2015 The following inbrrnation is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types, lamps, ballasts, and E2 rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 NA Total connected and in compliance forms; Yes C405.5.1.2 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.3 NA schedule and in compliance forms; C405.5.1.4 Indicate that exempt lighting equipment is in addition to general NA area lighting and is controlled independently Provide exit sign types and rated watts per fixture in fixture Yes C405.4 Exit signs E2 schedule (maximum 5 watts per fixture) For lighting in walk-in coolers and freezers, and refrigerated C405.10 Cooler and freezer NA warehouse coolers and freezers, provide rated lamp efficacy (in C405.11 lighting lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms - proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms - total proposed wattage Space-By-Space does not exceed maximum allowed wattage. Identify locations Yes C405.5.2 Method of space types on plans. including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) Provide fixture schedule with fixture types, lamps, ballasts, and E2 rated watts per fixture; Total connected Identify exterior applications eligible for lighting power Yes C405.6.2 exterior lighting NA exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently NA from non-exempt exterior lighting Table Yes Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) For building grounds fixtures rated at greater than 100 watts. Exterior building NA C405.6.1 provide rated lamp efficacy (in lumens per watt) in fixture grounds lighting schedule Complete required compliance form - proposed wattage for Exterior lighting Yes C405.6.2 exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) For motors not part of an HVAC system, provide electric motor NA C405.8 Electric Motors schedule on electrical plans with hp, rpm, and rated efficiency Provide distribution transformer schedule on electrical plans NA C405.9 Transformers with transformer size and efficiency If "no" is selected for anv auestion. orovide exolanation: ., 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Dollar Tree Date 4/28/2015 Former Food Pavilion For Building Dept. Use Arlington WA Applicant Name: Dollar Tree Applicant Address: Applicant Phone: Project Description Four (4) existing gas fire Rooftop Units. New ductwork, New plumbing for two Briefly describe mechanical (2) bathroom groups. system type and features. â–¡ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. @ Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. Equip Capacity2 OSACFM SEER Econmizer Heat ID Type Brand Name1 Model No.1 Btu/h or Econo? or EER IPLV3 Option or Recovery Exception6 Y/N RTU 1 RTU TRANE YSC090 86760 560 12 ECONO N RTU 2 RTU TRANE YSC090 86760 560 12 ECONO N RTU 3 RTU TRANE YSC090 86760 560 12 ECONO N RTU 4 RTU TRANE YSC090 86760 560 12 ECONO N Heating Equipment Schedule Equip. Equip Capacity2 OSA cfm Heat ID Type Brand Name1 Model No.1 Btu/h or Econo? Input Btuh Output Btuh Efficiency" Recovery Y/N RTU 1 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 2 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 3 RTU TRANE YSC090 96000 560 120000 96000 80 N RTU 4 RTU TRANE YSC090 96000 560 120000 96000 80 N Fan Equipment Schedule Equip. Equip ID Type Brand Name1 Model No.1 CFM SP1 HP/BHP Flow Control" Location of Service EF-1 Inline Cook Gemini GN-340 200 0.25" 0.17 VS --- Toilet Room ,_ 1~~ -~~ 1 s~~: i ~~ .. "•~~ lil'l') u~·AI r'LlNl TUN ·~ . .._. 1If available. 2 As tested according to Table 14-1A th ough 14~b _ILDJ!'1'~ g~ARtM~~JPF, Con bustion Efficiency~l6lAig~~licable. 5 Flow control types: variable air volume(VAV), constan volume (CV),A-~ · Q;\/E[) 6 Exceptic h number from ec 10n ~ . MAY 11 2015 DATE ~fylL~ B':,.ka ~b11 OFFICE COPY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 All Systems: D No humidification? D No Reheat? System Description If Heating/Cooling 0 Constant vol? D Split system? D <=84,000 Btuh? D Economizer See Section 1421 for full description of or Cooling Only: 0 Air cooled? D Packaged sys? O<=135,000 Btuh? Simple System qualifications. D Cooling Cap <=15 Btuh/ft 2? 2? D Heating Cap.> 0 & <=10 Btuh/ft If Heating Only: D <1000 cfm? 0<30% outside air? D Heating Cap. <=10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START ,,,,.-✓ C J--~ttiblft2, or --- HeaVCoo1Eq.w~- //i::i'~midification ~trMl2? .. ~or Reheat? Yi ~././ Yes No ,/,,,...,,, Heating/Cooling ~o ""-e:onstant Vol~~/ ~;/ or Cooling Only I Yes Heating Only ,- Reference Section 1421 < _,,,,,/r'otal No /:;~ ~~M Serving No ~gleRoo~/ 10,00,Q/,' '7 y s Yes / ,,./Package Unit 135,009/ N o- ~~<=84,o~ ~is~~,,,;,,,, h>- ... N 0 N~ uh_,,,,,,,,, ,,.,,,. / I Yes Yes Yes /:--:--,,.._ ~~ / _2tralifies f~ -No Cap<= 10 Yes Econo No- _,/ Economizer ~N 0 tuh/ft2 Included? â–º~ Exception _,,/ (se~_;j.3-3) Yes Yes Simple System Allowed (section 1420) Use Complex Systems (section 1430) Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Complex Systems Systems requirements are applicable to this project. 2009 Washington State E ergy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Pl s Checklist MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Dollar Tree Date 4/28/2015 The followiniinformation is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington tate Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, na) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MP2 Yes 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air-cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water-cooled chiller Full-load and NPLV values adjusted for any non-standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans MPl Yes 1412.2 Deadband control Indicate 5 degree deadband minimum MP3 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback MP3 N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage MPl N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule Yes 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans MPl Yes 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas MPl Loading Dock & Indicate enclosed loading dock & parking garage ventilation system N.A. 1412.9 Garage Ventilation activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule MP2 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb Indicate max. OSA condition for design clg load & equipment N.A. 1413.2 Wtr Econo Documen loerformance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements MP3 Yes 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested MP3 Indicate high pressure duct systems shall be leak tested, and identify N.A. 1414.1.3 High press. duct test the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R-value of insulation on duct MP3 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R-value of insulation on piping MP3 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements MP3 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. MP3 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training MP3 N.A. 1416.3.5 Comm. Report Indicate requirements for final commissioning report 1416.4 Compliance Chklist Submit to building official upon substantial completion. Completed and attached. Equipment schedule with types, input/output, Mechanical Summary Form efficiency, cfm, hp, economizer ' 2009 Washington State ergy Code Compliance Forms for Nonresidential and Multifamily Residential I l'J r::til I r.111 '..ll!'-.I I i.1:l lllll I • .fl .'I J... .... 9' ~ ~ IJ;l A.i U I II rer 1 l,, I :(It: !!!lit: I ~1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Dollar Tree Date 4/28/2015 The followini:i,information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington tale Nonresidential Energy Code. Applicability Code Location Building Department (ves no na) Section Comoonent Information Reauired on Plans Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R-value of insulation on piping MP3 N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460-1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensers Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401-1424 or 1440-1465, provide explanation: \)A.,l--V ~ \. 0 tJ /6CJ_c;cL) cpee,~ve- ;f e?Y ;? ,,,,,- r1 '318 ~ £- 'v ?LA-A-I ·r~ Permit Information Date 5/11/2015 L-/_ s-o Permit Number 677 I Project Name Dollar Tree Applicant Name Paroline & Associates Applicant Address 3617 SW Charlestown Street I --- City, State, Zip Seattle, WA 98126 Contact Andy Paroline Phone 206-719-0339 Email andy@parolineassociates.com Permit Type Commercial Alteration Site Address 121 E Burke Avenue Valuation 150000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Tl for Dollar Tree Assigned To Launa Peterson Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 121 E BURKE AVENUE BURLINGTON, WA 98233 Review Date Type Description Target Date Completed Date Assigned To Status o e ca 5 0 5 5/11/2015 Commercial T.I. 5/22/2015 PWAdmin Rev In Review 5/11/2015 Commercial T.I. 5/22/2015 PW-Wat-Rev In Review Uploaded Files Date File - 5/11/201510:52:07 AM 121 liahtina OT Arlinaton Liahtina NREC Forms 050515 Part3.odf Delete 5/11/2015 10:52:07 AM 121 liahtina OT Arlinaton Liahtina NREC Forms 050515 Part2.odf Delete 5/11/2015 10:52:07 AM 121 liahtina OT Arlinaton Liahtina NREC Forms 050515 Part1 .odf Delete 5/11/2015 10:52:07 AM 121 Electrical OT Arlinaton Elec Plans 050515 Part2.odf Delete 5/11/2015 10:52:07 AM 121 Electrical OT Arlinaton Elec Plans 050515 Part1 .odf Delete 5/11/2015 10:52:07 AM 121 OT Arlinaton Arch Struc Plans 050515 Part8.odf Delete z Q i ~ FORMER FOOD PAVILION I I i ~ I ~ ARLINGTON, WASHINGTON ffi ~ i ~ ~ i 2 F' 0 8 ~ DEAL# 8880 ABBREVIATIONS SYMBOLS KEY PLAN INDEX OF DRAWINGS ACT ACOUSTICAL CEILING TILE MAX MAXIMUM ADA MI.ERICAN DISABILITIES ACT MFG,MANUF MANUFACTURE, MANUFACTURER ££fr::.££££ ARCHITECTURAL AFF ABOVE FINISHED FLOOR MIN MINIMUM, MINUTE ~ cs, ARCH ARCHITECT, ARCHITECTURAL MTD MOUNTED ~ ELEVATIONMARKER ELEVATION DATUM APPROX 1 APPROXIMATE MTL METAL BO BOARD NoIc C NOT IN CONTRACT NS BLDG BUILDING ON CENTER BREAK LINE CEM CEMENT PLASTER FINISH OPP OPPOSITE ~ LARGEO DETAIL INDICATOR - NS CLG CEILING PEJ PREFORMED EXPANSION JOINT 1 CLR CLEAR PLAM PLASTIC LAMINATE CMU CONCRETE MASONRY UNIT PLYWO PLYWOOD \ COL COLUMN PR PAIR \ ./ J'L EXISTING DOOR OF DRINKING FOUNTAIN PSI POUNDS PER SQUARE INCH OTL DETAIL PTO PAINTED RELO RELOCATE OWG DRA'MNG ~ SECTION MARKER REQD REQUIRED EA EACH I EIFS EXTERIOR INSULATION FINISH SYSTEM SC SOLID CORE JL STRUCTURAL SF SQUARE FEET NEW DOOR ELEV ELEVATION EQ EQUAL SHT SHEET S1.1 AND DETAILS SIM SIMILAR S1.2 AND DETAILS EXIST EXISTING STRUCT STRUCTURAL 51.3 AND DETAILS EXTING EXTINGUISHER INTERIOR ELEVATION MARKER GYPSUM WALL BOARD T THICK, THICKNESS D S2.1 FE FIRE EXTINGUISHER TG TEMPERED GLASS ~' S3.1 FR FIRE RATING THRESH THRESHOLD FRP FIBERGLAS REINFORCED PANEL MECHANICAL/ PLUMBING TYP TYPICAL FIN FINISH, FINISHED DEMOLITION NOTE WOOD TRIM FT FOOT.FEET UL UNDERWRITERS LABORATORIES 0 ~ MP1 HVAC PLAN FTG FOOTING UON UNLESS OTHER'MSE NOTED MP2 PLUMBING PLAN AND HVAC NOTES FV FIELD VERIFY VCT VINYL COMPOSITION TILE MP3 MECHANICAL SPECIFICATIONS VTR VENT THROUGH ROOF GA GAGE w NEW WALL CONSTRUCTION GWB GYPSUM WALL BOARD WIDE, W10TH w WALL CONSTRUCTION TYPE ~ GENERAL SITE H HIGH \VD WOOD ELECTRICAL HOW HAROWARE WI WITH ACCESSIBILITY NOTES HM HOLLOW METAL \VWF WELDED WIRE FABRIC CMU E \ ELECTRICAL HGT HEIGHT & ANO REVISION MARKER E2 ELECTRICAL HOL HOLLOW l ANGLE & 1. IN ACCORDANCE WITH CHAPTER 11, ACCESSIBILITY· SECTIONS 1104 AND 1106 E3 ELECTRICAL RISER DIAGRAM HORIZ HORIZONTALLY @ AT OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION, THE EXTERIOR E-4 ELECTRICAL HR HOUR ~ CENTERLINE - ROUTES OF TRAVEL AND ACCESSIBLE PARKING ARE EXISTING PRIOR TO THE DEGREES CONCRETE OCCUPANCY OF THE NEW TENANT. NO CHANGE OF OCCUPANCY OR HVAC HEATING, VENTILATION AND AIR CONDITIONING © @) DOOR NUMBER D EXTERIOR SITE MODIFICATION SHALL OCCUR WITHOUT PRIOR PERt.tITTING JT JOINT 0,0IA DIAMETER TIONS [I L LENGTH, LONG • NUMBER ANO COMPLIANCE TO ABOVE MENTIONED COOE. REQUIRED SITE DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL BE SOLE LAM LAMINATE PLUS OR tJ.INUS RESPONSIBILITY OF LANDLORD AND/OR OWNER Of EXISTING BUILDING ANO RRMM LVT LUXURY VINYL TILE ARCHITECTS, PC SITE. GENERAL NOTES NEW WORK NOTES ENVIRONMENTAL HEALTH NOTES C13h17 esEicaecutipeave keB, lvdVA , Sui23te 3200 20 (757)622-2828/fax(757)6n-6833 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, ST ATE, AND 1. PROVIDE TEN.ANT IDENTIFICATION SIGN AT REAR DOOR PER LANDLORD'S 13. CONTRACTOR SHALL NOTIFY CONSTRUCTION PM OF ANY NECESSARY NO SECURITY MEASURE NECESSARY NATIONAL CODES AND REGULATIONS. CONSTRUCTION SHALL ALSO CRITERIA. REPAIRS TO ROOF PRIOR TO PERFORMING ANY OR ALL WORK. 1. THIS FACILITY CARRIES ONLY 100 % PRE.PACKAGED FOOD TO COMPLY WITH LANDLORD'S CRITERIA (UNLESS PRECLUDED BY CODE). 2. (4) 2A-10BC RATED FIRE EXTINGUISHERS TO BE TENANT SUPPLIED. SIMILAR 14. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ANO All PREVIOUS INCLUDE THE FREEZER/COOLER PRODUCT. 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PL YWOOO SHALL BE FIRE TO JL INDUSTRIES MODEL COSMIC SE. LOCATE EXTINGUISHERS AS SHOWN. TENANrs EXTERIOR S!GNAGE LEFT BEHIND. ALL EXISTING MATERIN.S TO 2. THIS FACILITY IS A NON DINING FACILITY. NO DINING SEATING Will RETARDANT TREATED PER CODE. PROVIDE WAl.l BRACKETS AND MOUNT CONTROLS AT 48" AfF MAX. REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL BE PROVIDED TO CUSTOMERS. 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD ANO SMOKE PROVIDE "FIRE EXTINGUISHER' SIGNS ON WALL DIRECTLY ABOVE EACH OF PREVIOUS TENANT SlGNAGE SHALL BE PATCHED OR REPAIRED AND 3. THIS F AGILITY DOES NOT PERFORM ANY TYPE OF FOOD BUILDING CODE SUMMARY PROJECT DIRECTORY DEVELOPMENT RATING CLASS C (OR CLASS 3). UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS INSPECTED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION 4. WALL CONSTRUCTION BY THE TENANfS CONTRACTOR IS SHOWN HATCHED. TAGGED. IS IMPERCEPTIBLE. CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF AND/OR EMPLOYEE CONSUMPTION. APPLICABLE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE ARCHITECT SIGN CONTRACTOR 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING 3. THE CONTRACTOR SHALL VERIFY THAT TOILET ROOM{S). INCLUDING WORK IN THEIR BID AND Will BE HANDLED VIA CHANGE ORDER AFTER SlTE 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. (WITH WA ST ATE AMENOEMENTS) RRMM ARCHITECTS, PC UNJTEOSIGNS CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE FIXTURES AND ACCESSORIES (BOTH EXISTING AND NEW) MEET ALL EVALUATION IS DONE BY WINNING BIDDER. CONTRACTOR SHALL FORWARD 5. THIS F AGILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. 1317 EXECUTIVE BLVD, SUITE 200 5201 PENTECOST DRIVE APPLICABLE PLUMBING CODE: 2012 UNIFORM PLUMBING CODE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY APPLICABLE LOCAL, STATE AND FEDERAL ACCESSIBILITY CODES ANO THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR ONE STORE MANAGER, ONE TO TWO CASHIERS AND ONE STOCKER. CHESAPEAKE, VIRGINIA 23320 MODESTO. CA 95356 {WITH WA STATE AMENDMENlS) DISCREPANCIES PRIOR TO BIDDING. LAWS. APPROVAL PRIOR TO PERFORMING ANY AND All WORK. 6. EMPLOYEE LOCKERS· EASILY CLEANABLE LOCKERS 'NILL BE PHONE (757) 622-2828 PHONE(916)359-0924 6. All MATERIALS INDICATED ARE NEW, UNLESS SPECIFICALLY NOTED AS 4. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR, AS APPROVED BY 15. CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR GRAPHICS AND PROVIDED TO ALL EMPLOYEES, REFER TO FIXTURE PLAN FOR USE GROUP: M- MERCANTILE FAX(757)622-6883 FAX(209)54J..1326 EXISTING, AND SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. LANDLORD, IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR DOOR. SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER VIALL LOCATION. SHAUN BAZE. PM APRIL DEPEW ITEMS INDICATED AS TENANT SUPPLIED SHALL BE INSTALLED BY THE 5. PAINT All EXPOSED SURFACE MOUNTED CONDUIT TO t.tATCH ADJACENT GRAPHICS/SIGNAGE, HANGING GRAPHICS/SIGNAGE ANO STOREFRONT 7. MOP SINK• THIS FACILITY WILL BE SUPPLIED 'MTH A24"xJ6' FLOOR CONSTRUCTION TYPE: ms CONTRACTOR PER TENANfS REQUIREMENTS AND/OR MANUFACTURERS WALL COLOR (IE WH1TE OR YELLOW). V-.~NOOW DECALS. CONTACT THE CONSTRUCTION PM FOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. PLUMB, MECH. ELEC ENGINEER LANDLORD PUBLISHED STANDARDS. 6. CONTRACTOR SHALL CAULK AROUND TOP AND BOTTOM EDGES OF GRAPHIC/SIGNAGE DRAWINGS. WAI.LS SURROUNDING MOP SINK Will HAVE FRP TO 8'-0' ABOVE NUMBER OF STORIES: ONE DUNHAM LEARNED COMMERCIAL, INC. 50 6TH STREET SOUTH, SUITE 1100 108G/LKEYRD 7. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE COLUMN SURROUNDS TO AVOID INJURY. 16. CONTRACTOR SHALL SEAl ALL EXTERIOR PENETRATIONS INCLUDING FINISH FLOOR FOR EASY CLEANABLE SURFACE. DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR 8. NSF. ANSI AND UL APPROVE[).. ALL EQUIPMENT IA1THIN THIS BUILDING HEIGHT: 17-9" MINNEAPOLIS. MINNESOTA 55402 BURLINGTON, WA 98233 7. REPAIR AND CLEAN All EXlSTING MATERIALS (IE STOREFRONT FRAMING CRACKS, HOLES, GAPS, AND EXISTING PENETRATIONS. CONTRACTOR PHONE(612)465-7676 PHONE {360) 757.3888 REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE ANO GLAZING, WALLS, CEILING, ETC) TO REMAIN TO A LIKE NEW CONDITION. SHALL SELECT MATERlAL APPROPRIATE FOR CONDITION TO PROVIDE FACILITY IS NSF, ANSI AND UL APPROVED, CUT SHEETS FOR REPAIR IS IMPERCEPTIBLE. SPRINKLERED: YES FAX(612)465-7551 FAX (360) 757• 1850 8. NOTIFY DOLLAR TREE'S CONSTRUCTION PM Af, TO THE CONDITION OF PERMANENT ROOENT•PROOF INFILL (INSULATION SPRAY FOAM IS NOT AN EQUIPMENT AVAILABLE UPON REOIJEST. 8. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS EXPOSED CONCRETE BLOCK WALL TO RH.tAJN ON THE SALES FLOOR. ACCEPTABLE FIN!SHEDMATERIAL.) 9. FINISH SCHEDULE- A FINISH SCHEDULE IS INCLUDED IN THIS SET OF TOTAL LEASE AREA: 9,000SF ADM! PAULSON, PM CLAY LEARNED ANY CODE VIOLATION KNOI//N TO HIM OR ANY DISCREPANCY WITH THE DOllAR TREE Will MAKE THE DETERII.INATION AS TO WHETHER THE 17. CONTRACTOR SHALL HIRE THE LANDLORD'S ROOFER TO PROVIDE ROOF CONSTRUCTION OOCUMENTS AND LOCATED ON SHEET A4 FOR STRUCTURAL ENGINEER DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH WALL'S CONDITION IS SUITABLE FOR PAINTING OR NEEDS TO BE FURRED PENETRATION AS A POINT OF ENTRY FOR TENANT'S SATELLITE VENDOR YOUR USE. OCCUPANCY LOAD: SALESAREA 7.170130 =239 BRAD YOUNG & ASSOCIATES IMMEDIATELY. OUT WITH METAL STUDS ANO GWB POINT Of ENTRY SHALL BE LOCATED OVER TENANfS OFFICE OR AS CLOSE 10. QUESTIONS- EXAMINER PLEASE FEEL FREE TO CONTACT THE STOCKROOM 1.830 / 300 •7 345 POLLASKY AVENUE 9. CONTRACTOR SHALL ASSEMBLE ANO INST All f.lATERIAlS/PROOUCTS 1N 9. CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO INCLUDE AS POSSIBLE. REFER TO FLOOR PLAN AND FIXTURE PLAN FOR EXACT OFFICE ARCHITECT AND ENGINEERS LISTED ON SHEET CS1 WITH ANY TOTAL = 2~6 CLOVIS, CA 93612 STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL GONDOLA. FLOOR LOCATION PRIOR TO PENETRATING ROOF. QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU CAN PHONE(559)32J..9600 ANO INDUSTRIAL/ASSOCIATION STANDARDS. GONDOLA, BALLOON CENTER, HANGING BALLOON CORRALS. HELIUM TANK CONT ACT KEITH JOHNSON. DIRECTOR OF ARCHITECfURAL PROJECT ADDRESS: FORMER FOOD PAVILION 18. CONTRACTOR SHALL POST ON BULLETIN BOARD IN OFFICE FINAi. 121 E. BURKE AVE FAX(559)323-9633 10. FIELD VERIFY AND/OR REPORT ASBESTOS.CONTAINING MATERIAL TO CABINET (SALES FLOOR), HELIUM TANK BRACKETS (STOCKROOM, SEE SERVICES FOR DOLLAR TREE STORES, INC AT 757-321•5435. INSPECTIONS & CERTIFICATE OF OCCUPANCY. ARLINGTON, WA 98223 BRAD YOUNG, ENGINEER ARCHITECT ANO TENANT UPON DISCOVERY. DETAIL), GRAVITY CONVEYOR SYSTEM, AND MOBILE FIXTURES PER 11. SMOKE ANO FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE TENANfS FIXTURE PLAN. CALIFORNIA PROJECTS ONLY, CONTRACTOR 19. WALK•IN FREEZER COOLER UNIT IS TO BE INSTALLED PER MANUFACTURER'S TENANT DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE SHALL STRAP ALL FIXTURES AS PER THE SEISMIC DRAWINGS PROVIDED. SPECIFICATIONS. THE UNIT IS SELF-CONTAINED AND DOES NOT REQUIRE A BUILD1NG DEPARTMENT PHONE NO: (360) 403-3551 DOLLAR TREE STORES BOTTOM OF me STRUCTURE ABOVE. PROVIDE FIRE STOPS AND SEAL ALL CONTACT THE CONSTRUCTION PM ff FIXTURE/SEISMIC ORAi/JiNG WAS NOT FLOOR SINK DRAIN. THE INTERIOR CEILING ANO WALL FINISH ARE A NSF 12992 SE WHERE ELSE LANE PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS. APPROVED GALVANIZED FINISH. THE FREEZER FLOOR IS TO HAVE AN FIRE MONITORING REQUIRED: YES· GC TO CONFIRM MILWAUKIE, OR 97222 THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION. DUCT 10. DOORS ANO FRAMES (OTHER THAN THOSE LISTED AS EXIST) ARE TENANT ALUMINUM DIM\OND TREAD FINISH. GENERAL FIRE PROTECTION NOTE PHONE(503)653-1788 PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. SUPPLIED FOR CONTRACTOR INSTALLATION. STOREFRONT DOORS {WHEN FAX(503)65J..1784 12. ALL INTERIOR CONCRETE SHALL BE PORTLAND CEMENT BASED TO INCLUDE NOTED) SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR AS JOHN FOX PATCHING, FLOATINGA..EVELING OF FLOORS ANO INFILLING. REQUIRED. AUTOMATIC DOORS (WHEN NOTED) WILL BE SUPPLIED AND CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LANDLORD'S ANO 13. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND INST ALL ED BY TENANfS VENDOR (CONTRACTOR IS RESPONSIBLE FOR FIRE MARSHAL'S FIRE AlARM REQUIREMENTS, SYSTEM DESIGNl13UJLD, SMOKE PARTITIONS SHALL BE PERMANENTl Y IDENTIFIED WITH SIGNS OR ELECTRICAL CONNECTION.) APPROVAL BY LANDLORD AND FIRE MARSHAL ANO INSTALLATION USING Received STENCILING. LETTERING SHALL BE NOT LESS THAN 1'2" IN HEIGHT LOCATED 11. CONTRACTOR SHALL REMOVE ANY EXISTING SIGNAGE THAT HAS PREVIOUS FIRE ALARMS PANELS SPECIFIED BELOW. ARRANGE FOR CONNECTION ABOVE AN ACCESSIBLE CEILING AND REPEATED IN INTERVALS NOT TENANT'S NAME (INTERIOR ANO/OR EXTERIOR.) ANY SIGNAGE THAT IS AND MONITORING BY VECTOR SECURITY ONLY. YOU MUST PROVIDE DEFERRED SUBMITTALS EXCEEDING 30' HORIZONTALLY ALONG THE WALL OR PARTITION. REQUIRED SHALL BE REPLACED IN LIKE KIND \.VITH DOLLAR TREE'S NAME. ONE or THE ALARM PANELS LISTED BELOW so THAT VECTOR SECURITY SUGGESTED WORDING SHALL BE. FIRE ANO/OR SMOKE BARRIER-PROTECT 12. CONTRACTOR SHALL VERIFY IF THERE IS AN EXISTING ACCESS PANEL TO CAN MONITOR THE SYSTEM: 1. AUTOMATIC FIRE SPRINKLER SYSTEM MAY 11 2015 ALL OPENINGS." TENANT'S SIGNAGE. IF ACCESS PANEL DOES NOT EXIST. INSTALL 2'-0" X 2'-0" A SILEtfT KNIGHT 5700 ·TOBE USED WHEN AHJ REQUIRES AN 2. FIRE ALARM (IF REQUIRED) 14. ANY DETAIL WHICH MAY BE INCOMPLETE OR LACKING IN THE PLANS OR ACCESS PANEL EITHER INSIDE AT DOllAR TREE'S SPACE ABOVE THE ADDRESSABLE PANEL. SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM FOR EXTRA CEILING (VERIFY FIRE RATINGS AND CODE REQUIREMENTS) OR IN THE 8. DMPXR100· TOBE USEOliSABArfACOMBOPANEL. COMPENSATION. SUCH DETAIL, IF REQUESTED BY THE CONTRACTOR, EXTERIOR SOFFIT TO MATCH CANOPY CONSTRUCT/ON AS ALLO',.\JED BY C. BOSCH D7412GV2- TOBE USED AS A BA.IF A COMBO PANEL. SHALL BE SUPPLIED BY THE ENGINEER/ARCHITECT ANO SUBMITTED TO THE LANDLORD. CONFIRM 'MTH SIGN VENDOR FOR LOCATION PRIOR TO D. MIRTONE FS1004RD • TO BE USED AS A STANDARD FA PANEL fJlJJ \o11 CONTRACTOR IN ADVANCE OF ITS REQUIREMENT ON THE JOB. THE TRUE INSTALLING. CO,"ITACT VECTOR SECURITY AT 70J..468-6100. ASK FOR THE DOLLAR INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRODUCE A COMPLETE TREE SUPPORT TEAM AT LEAST7 DAYS PRIOR TO THE DATE YOU NEED WORKING FACILITY AND INCOMPLETE DETAIL 'A1LL NOT ABROGATE THIS THE PANEL DOWNLOADED SO 'NE CAN ASSIGN AN ACCOUNT ~J.ANAGER. INTENT. YOU WILL NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT 15. THE CONTRACTOR SHALL PROVIDE All SHOP DRAWINGS ('NITH THEIR SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTIONS BY THE FIRE ST AMP OF APPROVAL) AS REQUIRED BY THE AUTHORITY HAVING MARSHAL. REFER TO NOTES IN SLM FOR ADDITIONAL IMPORTANT JURISDICTION FOR APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD. INFORMATION. B 108'.6}" , V 0 >------7 EXIST TRASH ENCLOSURE 0{" . J :1 "' EXISTRAJLING I NOTE: TO REMAIN~ ALL OTHER DEMOLITION TO BE L PERFORMED BY LL PRIOR TO TURNOVER. b : CONTRACTOR TO VERIFY PRIOR TO BID. J : . . . ' I ~ J (I ,, . . RRMM ARCHITECTS, PC 16'-0" 1317 Execuli~ Blvd. Suite 200 Chesapeake, VA 23320 - b (757)622-2828/fa,:(757)622-6883 . 0~{ m0 ~ EXIST LEAVE-OUT 1 .:::?c.:::::.::~.:::~:::~'."-;.~:.::?::.:Nc:.P.!:L:.:AN"'----------8 DEMOLITION NOTES 0 PRNOORJETCH T 0 REMOVE PORTION OF EXTERIOR WOOD STUD WALL AS INDICATED FOR INSTALLATION OF DOOR IN NEW WORK. REFER TO 0 STRUCTURAL ORA\\~NGS. RHAOVE PORTION OF EXISTING WOOD STUD KNEE WALL COMPLETE 0 FOR INSTALLATION OF STOREFRONT DOOR IN NEW WORK. REMOVE EXIST STOREFRONT FRMIING AND GLAZING COMPLETE. ;1 ~! 0 > !~ <( 2 Q. i? oe 0" " s ;ffi: ~ C) ~~ i!i I= 5 Cl ~i ~ i i WALL CONSTRUCTION TYPES w ~~~R~~~~~::~N; ~~l~l~ ~!1:~~~S:~~\l:~0~~. ~~:TE:.IR w ~~~~i~~,:~GR~;~L~ ~~~T~~~1~:~io5t~~;:°F~~~~~;G w ~i;~r~~ ~:ali~(~Os~;J ~~~~5:~~~~~~~E~1~~E~;IDE w ~~~~~ ~~L~!~!'E(:~:~~t~i: :6~~~:~~~l~~~ONE ~ ~~:~~~~ ~~\!~~-s(~EGT6 ~~~ â–¡s:iK~:,~~- ~EC/F~~~~E ~ PvARnTH TITONIOE N LWAAYLLER : 3 5185/8" G" W(20 B GEAXGPOE) Sl.EtED TAL SIDE STTO UD6S" @ ABO16VE " OC 1 PER CODE. SEE DETAIL 3/A4. FINISH PER FINISH SCHEDULE, SHEET AND TO 12'-0" AfF ON STOCKROOl,I SIDE. SEE DETAIL SIM FOR PLUtJ.BING WALLS ON INTERlOR OF TOILETS SHALL HAVE WATER SCHEDULE, SHEET A4. FINISHED CEILING. FINISH PER FINISH SCHEDULE SHEET A4. 0 1 A4. ADDITIONAL REQUIREMENTS ANO BRACING. f1NJSH PER FINISH RESISTANT GWB. SEE DETAIL 5/AI.J. FINISH PER FINISH SCHEDULE. W iG~:G!~t~~~/~A~~~~~~~~:~i~~~~E~~~E~.tE~ETAL SCHEDULE, SHEET AA. SHEET A4. V :~1g~;~~~~ ;,:~~~: ~:g~)s~;;~~ 0 1 ~6~~s â–¡,di~ oc DETAIL 1/M. FINISH PER FINISH SCHEDULE. SHEET M. W ~:~:~~~; ~:el~i~sÂ¥tJ ~~1~tF~~~!o~~~E~ITH ONE 6 w PROVIDE WATER RESIST ANT GWB ON SINK SIDE. SEE STOCKROOM SIDE ANO TO FINISHED CEILING ON TOILET ROOM I w 6~UEML~~~:::-~iBN~:~r~oE~:~~~6~1~:~~\~1~~~i i:1~~G. ~~~~:R\~:.L~i,!'\~~HG~~~) ~~~~-!!~.â–¡;Er~~~~ ~~t2. SUPPORT DETAIL 2/A 1.3. FINISH PER FINISH SCHEDULE SHEET w ~1i~~l:g~~!~l~GTi~~~~ ENX~~~;N~~:~~1s~~ :~z~:,~4. HALLWAY SIDE. SEE DETAIL 4/A4 FOR ADDITIONAL PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER FINISH PER FINISH SCHEDULE SHEET A4. A4. FINISH PER FINISH SCHEDULE, SHEET A4. REQUIREMENTS. FINISH PER FINISH SCHEDULE. SHEET A4. RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A4. 109'-9"t 2-0'-2'± 22'·1"t 21"-Sf I J-- coNTRACTOR SHALL REFER TO OFFICE ELEVATION FOR INSTALLATION OF OFFICE VERIFY GATE IN 0 GOOD WORKING POWER AND DATA. ORDER AND MAKE AND NECESSARY REPAIRS. I ~EXIST TRASH ENCLOSURE~ PROVIDE 11'2" DIAMETER STEEL RAIL CQ.IHRACTOR SHALL AT 2'-10' AFF WITH ADDITIONAL RAILS VERIFY THERE IS A EXIST RAILING• AT 0'-6' AFF AND 1'-8" Aff. POSTS TO FLOOR OR LANDING CLEAN AND BE EMBEODfO 3· DEEP INTO 2"0 HOLE ATTHESAME REPAIITT ANO FILLED WITH NON-SHRINK GROUT. ELEVATION ON EACH ♦-3"-7" DOLLAR TREE PAINT ALL RAILING SAFETY YELLOW. SIDE OF THE DOOR. NOTIFY ARCHITECT SALES AREA IFVARlES. GENERAL INFORMATION: PROVIDE DETACHABLE FIRE EXTINGUISHER· SEE @ SHOPPING CENTER: FOR~AER FOOD PAVILLION CHAIN LINK AT LOADING EXISTING OVERHEAD DOOR NEW WORK NOTE 2. -----~ DOCK • PROVIDE HASP FOR NJ" CITY: ARLINGTON TENANrs LOCK STATE: WASHINGTON SHOPPING CART BUMPER SEE CEILING HEIGHT ♦-4'-1" (SALES AREA): 9'-0" DETAIL 1/A1.1. POWER POLE {TENANT SUPPLIED) SPRINKLERED; YES EXIST CHAIN LINK RAILING SQUARE FOOTAGES TO REMAIN. CLEAN AND ' REPAIR POSTS. REPLACE FIRE EXTINGUISHER· SEE ~ TENANT SUPPLIED. PRE-WIRED TOTAL SPACE LEASED: 9,000SF CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN CHAINS AS REQUIRED.~ ~ l NEW WORK NOTE 2. CHECKOUT. (TYP) SALES FLOOR AREA: 7,170 SF 1/4" IN 10 LINEAR FEET UNDER FREEZER/COOLER I NON-SALES AREA: 1,8J0 SF 20% REACH-INS ANO STORAGE. CONTRACTOR SHALL I USABLE STOCKROOM: 975 SF 10.8% NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF TH!S PROVIDE CONCRETE LANDING AND ALARM SYSTEM. REFER TO RAMP. LANDING SHALL BE LEVEL WITH ELEVBIAl.1. I REQUIREMENT IS NOT MET. CONTRACTOR SHALL RUN ,-- USABLE SALES FLOOR 6,661 ALL P\PlNG I CONDUIT FOR FREEZER I COOLER WITHIN EXTERIOR DOCK AND RAMP SHALL j DECK HEIGHT: WALL (NOT EXPOSED ON SALES FLOOR) -----<. HAVE A MAX SLOPE OF 1:12. REFER TO (I STRUCTURAL DRAWINGS 11'-10'-14"-7" p •- PROVIDE ---111-- --• RRMM -ALMOND FRP TO ARCHITECTS, PC 4'-0' AFF WITH 1 -- - --~~EXISTINGCOLUMN-PAINTYELLOW 1317 fl(ecutiveBlvd, Sui:e 200 TRIM CAP AND CORNER AND PROVIDE STAINLESS STEEL Wt~~s::~:x r~itJlte~ I~ GUARDS AT ALL COVER TO 4'-0" AFF. ( TYP OF 6) ♦-3'-7" EXPOSED WALL REFER TO NEW WORK NOTE 6. I~ SURFACES. I PROVIDE 1112" O!AMETER WALL MOUNTED STEEL RAIL AT 2'-10" AFF. REFER TO DETAILS 5/A2 AND 6/A2. PAINT ALL RAILING SAFETY YELLOW. I I I I 9'-0" X 12'-0" ENTRY 'DECO RIB' -•- CARPET TILE I p • EXIST AUTOMATIC SLIDING DOOR· CONTRACTOR TO I VERIFY IF IN GOOD WORKING ORDER. I 1-0' X 4'-0' SHELVING- SEE OETAIL2/A1.1. 11 ~ POLISHED CONCRETE ~ ALL CEMENT USED SHALL CONFORM TO THE LATEST ASTM SPECIFICATION C 150, TYPE 3. Ii CONTRACTOR SHALL VERIFY ONLY ONE (1) BRAND OF PORTLAND CEMENT THERE IS A FLOOR OR LANDING SHALL BE USED IN ANY ONE STRUCTURE. AT THE SAME ELEVATION ON CONCRETE MIXTURE SHALL BE DESIGNED TO EACH SIDE OF THE DOOR. PROVIDE A MINIMUM COMPRESSIVE STRENGTH NOTIFY ARCHITECT IF VARIES. •-- OF 3,000 PS11N 3 DAYS. PROVIDE 4· THICK CONC SLAB (300'.l psi) WITH 6X6 Wl.4 X Wl.4 VWIF ON 10 tl,JL APPROX LOCATION OF ~ FIRE EXTINGUISHER- SEE POL YETHELENE VAPOR BARRIER ON EXIST ELECTRICAL PANELS NEW WORK NOTE 2. COMPACTED Fill. PROVIDE 1/2' FLEXIBLE EXPANSION JOINT AT EDGES. PROVIDE 12" L PAINT souâ–¡ (YELLOW) 42" IN =T~~:,:~~:;~1~E:::R:::IM::_:ET_::ER::_·_::El:IB:::EO'.._ -;--j+--:;--- FRONT OF AND TO THE SIDE PROVIDE STOREFRONT FRAMING AND GLAZING TO I MATCH EXISTING. INSTALL PER MANUFACTURER'S OF ELECT PANEL AS DEDICATED CLEAR FLOOR PUBLISHED STANDARDS . • SPACE. I I ADJACENT TENANT· PROPOSED GROCERY OUTLET ,.,-~;,?-,-,~--~-,.~""'.L"'"A-'--N-'------------8 PROJECT NORTH 109·.9· 21'-S" 0 .,..+---+---+---+-;,, / / -- ,,x' rn l 6" X 9' PLAQUE WI 4' HANDICAPPED PIBRACTOILLGERM. MO'3UN14"T COON PWYAl.GLR@ ADE60II " MAX QC 1~j. 111~j. 11 AFF AND 9" DC MAX FROM THE STRIKE 0. 0. SIDE DOOR JMm. BRAILLE SHALL BE LOCATEOMIN40"AFF. ----- 0 • ®~~~~~GE ELEVATIONS ~ t 1, "' ::l STAINLESS STEEL I, END CAPS. (REFER TO PLAN FOR QUANTITY) ~~';;,\iFRONT STAINLESS STEEL ~ 7 • SUPPORT I STAINLESS STEEL. F.F RECEPTACLE WITH RUBBER ANCHOR. I' DRILL HOLE INTO CONG. REFER TO MANUF. I ELEVATION SECTION SPECS. NOTE: TENANT SUPPLIED I CONTRACTOR INSTALLED SHOPPING CART BUMPER DETAIL • AU SCALE: 11'2"= r-0• NOTES: 2X4 SHELVING UNITS BOLTED TOGETHER. {2 SHO~- REFER TO PLAN FOR QUANTITY) :.,:~c:.:t~_:_:~~::..:.~..::,::,.:._l-=E=-=G::..:R=ES:::.:S::_P:.._:L::..Ac:..:N'------a 1. NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER 8'-0" AFF. 2. FIXTURE Pt.AN IS 'FOR REFERENCE ONLY." CONTRACTOR SHALL SAFETY CHAIN• 518' WOOD SHELF (TYP) PROJECT CONTACT OOlLAR TREE FOR FINAL APPROVED LAYOUT. SUPPLIED WITH NORTH 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0". ACTUAL TRAVEL STORAGE SYSTEM. DISTANCEASSHO~:(- -) (I 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. WOOD BLOCKING RRMM BEYOND FOR 2X4 ARCHITECTS, PC SHELVING TOBE SECURED TO WALL. 1317EKeculiveBlvd.Suite200 Chesapeake, VA 23320 SCREW PLACEMENT AT (757~22-2828/fax{757~22-6883 16"0CTYP. NOTE: GC SHALL SCREW SHELVlNG i:""CHECKOUTS ARE TENANT SUPPllED. UNITS TO 214 Y.'000 BLOCKING. -----.;fr" 2. CHECKOUT AISLES SHALL COMPLY WITH 2012 INTERNATIONAL BUILDING CODE SECTION 1109.12.2 (PROVIDE 2 when 5 or more) 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS!BILITY IN BLUE ANO WHITE ABOVE THE CHECKOUT AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. CONTRACTOR SHALL PROVIDE ANO FINISHED FLOOR INSTALL FIRE RETARDANT 2X4 INO NOTE: TENANT SUPPLIED I CONTRACTOR INSTALLED. _ STUDS AS SHOWN AND ATTACH TO ELEVATION FACE OF WALL /IS REQUIRED. (DOUBLE STUDS IF REQUIRED) 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK METAL OR WOOD STUDS- USE 114" X 4• 2INC COATED TEK SELF AU SCALE:314"=1'-0" DRILLING SCREWS AT EACH STUD. I I ~f~lci~ ;1~~~~~~~~~:r ~~- I I oc, MAGNETSATTACHEDTODOORAND J..l___ FACE OF WALL· SEE WALL PAIR OF DOORS FRAME. TENANT SUPPLIED, 1·-at· I I ~~~~~:~~0~s FOR f ~IF A:P~CAB·LEc;::).=-C:."'=r =t=== COITTRACTOR INSTALLED. 1'-6" I I \ - 1 ~ ~~~~Ttg~~~~G~~~o I I DOOR FRAME. TENANT SUPPLIED, ~--#-------!J,- S\GNAGE. TENANT SUPPLIED. BELTCLEAN- ~' CONTRACTOR INSTALLED. CONTRACTOR INSTALLED. OUTTRAY I 1--- GONDOLA FIXTURE SUPPLIED BY J~· DETACHED ALARM SYSTEM I l ~~~~~;g~N~T:~u~Y {NON-DELAYED ALARM) PEEP HOLE. TENANT SUPPLIED, I I PUBLISHED STANDARDS • • u-o TENANT SUPPLIED. CONTRACTOR CONTRACTOR INSTALLED. (TYP) = • INSTAllEO. I I NOTE: SEISMIC AREAS - SEE SIGNAGE, TENANT SUPPLIED, I STRUCTURAL DRA\\1NGS FOR ~~ 81::>~--'---I ~'--------------1=;;::::l~"---- - •<>' - PANIC BAR DEVICE. TENANT CONTRACTOR INSTALLED. ATTACHMENT REQUIREMENTS. r~ ~ ~ l~i:itl~io~ONTRACTOR ACTJVEDOOR. 16" x 16" REMOVABlE - - - ACTIVE DOOR. PANEL "to/ TWIST LOCKS ~~~~~'RITER J 2-1WX12-1/4"POWER HINGED PANEL wl FASTENER SLAB ANO TENANT FLOOR FINISH · - 1.-- FIRE EX'TINGUJSHER. SEE POLE ACCESS HOlE FOR ELECTRICAL ACCESS TYPICAL FIXTURE NEWWORKNOTE2. _, TYPICAL CHECKOUT ATTACHMENT DETAIL SCALE:NTS SCALE:1•:1•-0· B 14'-0f BULLETIN BOARD (TENANT SUPPLIED)· MOUNT ABOVE CLIPBOARD RACK -+---- CLIPBOARD RACK - SEE ELEVNA1.2.----+---- PROVIDE CORNER BEAD 1X4 POPLAR Vl'D TRIM· PAINT 'WHITE. PAINT OFF1CE 2X FIRE TREATED WOOD BLOCKING INTERIOR WHITE.-- --- PAINT YELLOW. SAFE (TENANT ONE LAYER 518' GW'B EACH SIDE ON SUPPllED) BOLT 3518"{20GA)METAL STUDS AT 16" TOFLOOR ---1-4---- DC. SALES AREA 2X FIRE TREATED WOOD BLOCKING ··-st -:--EB WOOD TRIM- PAINTWHITE. ' 2 112' DIA GROMMETED (MITER HOLE AT COUNTER AND 15" CORNERS) â– SHELF ABOVE (TYP OF 2) PROVIDE PREFORMED COUNTER AND BACKSPLASH WI HIGH PRESSURE WHITE LAMINATE FINISH. PROVIDE 3/4' X 15' WHITE MOUNT TO WALL. SEE OFFICE ELEV MELAMINE SHELF n AND DETAIL 4/A1.2. 2112"HOLE\\IITH~ SEE ELEVATION FOR ADDITIONAL REQUIREMENTS CONT (FIRE TREATED) 2X4 WO FRAME ATTACHED TO WALL PAINT FRAMING WHITE PROVIDE (FIRE PROVIDE CONT FIRE TREA TEO TREATED)2X4 PROVIDE PREFORMED 2X4 WO LEDGER· ATTACH TO WO CENTER WHITE LAMINATE ADJACENT WALL@ 8" 0C MAX. SUPPORT COUNTER TOP WITH - BACKSPLASH. (Fl RE TREATED) 2X4 5'-4' ,! I r - LINE Of ADJACENT WO SUPPORT FRAME--<-+-~ WALL(TYP) ADJUST LENGTH TO PROVIDE FASTENING " TO EACH INTERMEDIATE STUD. ~ J PAINT ALL ·~ ls FRAMINGWHITE.-----<s:::::jj------+-J..-- __ J METAL FILE ~ :':-,. I METAL FILE "' I PROVIDE (FIRE -,--,-,i CABINET CABINET TREATED)2X4 ATTACH FRAME TO ~ ENDCAP SUPPORT ADJACENT WALL :: : ! I (EA S!DE TYP)- ATT ACH@ 8' 0C l_ ---- MAX. 314• SLATWAll ON GWB ~= [I " II ' I u. U. (FIRE TREATED) 2X4 NOTE: I II II LINE OF COUNTER ABOVE - HOLD J SHELF FRAMING I ._ .., II ._ _., 11 .. ., __ J ~---J f BACK 2X~ FRAMING AS REQO WO.SUPPORT RRMM ABOVE SHALL BE FOR mSTALlATION OF COUNTER ARCHITECTS, PC PROVIDE FRP OUTSIDE 1X3 PINE TRIM-PAINT SIMILAR· SEE CORNER· WHITE. WHITE. ELEVATION. 1317 Execvlive Blvd. Sui:e 200 #8 EO EQ Chesapeake, VA 23320 ROUND HEAD SCREWS 1 {757)622-2828/lax(757)622-6883 1/'2'LONGTYP 10·.o- 518' G\W • PAINT YELLOW. @?c;! ~;~a A CLIP BOARD RACK ELEVATION 1•~• A1.2 SCAlE:J/4"=1'--0" ~------1-GANGBOXWITH 1-1/'l'CONDUIT ~------TOP OF SlATWALL FOR STORE PAGING CABLES 1-GANG BOX WITH 2" CONDUIT FOR ~----- GROUNDING BUS BAR 1" FROM RIGHT EDGE OF ~---PRO\llDE 10' WIDE 314'V'JHITE SECURJTY LAN CABLES ------~ BACKBOARD WITH /Jl2 AWG (SOLID) COPPER MELAMINE SHELF. SUPPORT WI SHELF WIRE CONNECTED TO BUILDING GROUNDING 3'-6"jH) x 2'-6"(W) 314" Pl YWOOD BRACKETS. 1-GANG BOX WITH 2" CONDUIT SYSTEM. INSTALL IN ACCORDANCE WITH LOCAi., BACKBOARD INSTALLED BY FOR STORE LAN CABLES ------~ STATE & NATIONAL CODES AND STANDARDS CONTRACTOR. TOP OF BOARD PRO\llDE 10• WIDE 314" WHITE 3'-6'(H) x 2'-6'(VI) 314" Pl YWOOD ATB'-O'AFF. PAJNTWHITE MELAMINE SHELF. SUPPORT W/ SHELF ~------DUPLEX RECEPTACLE {IG5362)WITH BRACKETS. (CUT JO' OFF TOTAL & B,._CKBOARD INSTALLED BY CONTRACTOR. , 1..---'-!--,'-/--,C..,,.-----~ ISOLATED DEDICATED CIRCUIT OFFSET SHELF TO RIGHT). TOP OF BOARD AT 8"-0" AFF. PAINT WHITE -1-GANG BOX Vv'ITH 314" CONDUIT FOR PR0\11DE(1)15"0EEP314" WHITE PAGING PHONE. MELAMINE SHELF SUPPORT \\1TH (FIRE NOTE: EQUIPMENT RACK. TREATED) 2X4 WOOO CONSTRUCTION. -1-GANG BOX WITH 314' CONDUIT FOR SUPPLIED & INST Al.LED BY PRO\llDE (2) 2 112' DIA HOLES WI OFFICE PAGING VOi.LIME CONTROL TEN AN rs DATA CONTRACTOR GROMMETS FOR PRINTER & CCTV, (1) JUNCTION BOX FOR EMS OVERRIDE AT EACH ENO DIRECTLY ABOVE HOLES 1-GANG BOX WITH 1' CONDUIT FOR D1AL & SALES FLOOR LIGHTING SWITCH IN COUNTER. SEE ENLARGED OFFICE BACK-UP&DSLCABLES ---- • 6'-0" PLAN. LONG PLUG MOLD WITH (2) DEDICATED 1-GANG BOX WITH 1' CONDUIT FOR CIRCUITS (CENTERED & MIN OF 8 RECEPT) (FIRE TREATED) 2X4 SUPPORT I /I - PAINT YELLOW. PC, PHONE & DATA CABLES --- - -~ - FRAMING ATTACHED TO WALL. / -~ 1X4 POPLAR 2-112" DIA HOLE WI GROMMET (TYPOF2) WOODTRIM- DUPLEX RECEPTACLE (IG5362) WITH -J PAINTWHITE. ~~~~~~;~~N3~, oE_o_,c_m_o l_-_l_-_l_l_J~_-_-_:t, _=_?t::t:::::::t::4--1-dl.b.J:==:::i==:::j L_l __ t::====:;;:::::b,...l.,l\,=!::::~~~;;:I--PRE-fORMEDWHITELAM1NATE :i-- ,-,~ COUNTER - SUPPORT WITH (FIRE ~1 j I ONE WAY I NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE 4' VINYL COVE BASE TREATED) 2X4 WOOO CONSTRUCTION. VISION WALL TO EXTEND 6' ABOVE SALES FLOOR CEILING. FILE CABINETS (SUPPLIED MIRROR ALL CONDUIT STUBS SHALL BE FJNISHED WITH BYTENANT) ---~ (J- FIRE TREATED)2X4 Vr1) SUPPORT LEGS AT FRONT, 4'-0' 2'-6" GLASS ~ CONNECTORIBUSHING AND HAVE PULL STRINGS CENTER AND WALL. REFER TO SECTION. (TEMPERED) INSTALLED. All CONDUIT SHALL BE 314' UNLESS ~ ALMONOFRP OTHERWISE NOTED. All CONDUIT & BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR ELECTRICAL AND DATA FINISHES, SHELVING AND CONSTRUCTION ....... - VINYL BASE SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ~~ ON JACKS/JUNCTIONS BELOW. B BULLETIN BOARD (TENANT 2X6 FIRE TREATED WOOD BLOCKING IN WALL SUPPLIED)- AT EACH LOCATION FOR SUPPORT WITH 1/2" 0 6"-6"! MOUN'T AT MTL STUD WALL. REFER TO WALL LAG SCREWS@ 16" QC, TYP. 4'-0"AfF. FASTEN WATER HEATER TO WALL WITH TWO CONSTRUCTION TYPES EMPLOYEE LOCKERS TENANT 1 1fl"GALVANIZED STRAPS POSITIONED 113 SUPPLIED. GC TO SECURE AND DOWN FROM TOP ANO 113 UP FROM BOTTOM WATER HEATER. REFER TO INSTALL LOCKERS TO {FIRE OF WATER HEATER. ATTACH TO BLOCKING PLUMBING PLAN FOR ADDITIONAL RETARDANT) 2X4 STUDS. SECURE WITH 114"0 X I 1/2' WOOD SCREWS. INFORMATION. CONTRACTOR SHALL 2• HOLE, REFER TO SECTION 2X4 STUDS TO WALL PER INSTALL STRAPPING ANO BLOCKING. MANUFACTURERS 2X6 FIRE TREATED WOOD BLOCKING IN WALL 30' LONG PLUG MOLD WITH (1)20MIP CIRCUIT INSTRUCTIONS. REFER TO FLOOR WITH A34 FRAMING ANGLE TO STUD EACH SIDE DRAIN PAN • REFER TO PLUMBING (CENTERED & MIN OF 4 RECEPTICLE'S) PLAN FOR LOCKER LOCATION. AT EACH LOCATION (TYP). PLANS WALL LINE DRAIN PAN SET ON 28" x 36' x 3/4" FIRE TREATED PLYWOOD PLATFORM. REFER TO REFER TO PLAN ~ PLUMBING PLAN FOR ADDITIONAL STEEL ANGLE FRAME· REFER TO INFORMATION. DETAIL2/A1.3. UTILITY CABINET - TENANT SUPPLIED (NSF APPROVED.) 11'2' X 11'2' X 118' STEEL ANGLE FRM\E OF ALL WELDED CONSTRUCTION. PRIME AND GRAPHIC· TENANT SUPPLIED. PAINT SAFETY YELLOW. SECURE TO WALL WI MOUNT AT 5'·0" MAX. AFF TO TOP 1/2" 0 LAG SCREWS AT EACH SUPPORT. OF GRAPHIC. 1 WALL AND CAP BEYOND. PAINT FOREST GREEN FRP TO 6'-0" AFF. REFER TO FINISH FRP TO 6'-0" AFF. REFER TO FINISH : ,, I ~lill--~====t-=;:--:. ~Ei~:~:CEMENT- SCHEDULE AND MOP SINK ELEVATION. SCHEDULE. ETl ~ ---=· ;:' - PAINT WALL FOREST MOP BRACKET· TENANT GREEN TO 4'-0' AFF REFER TO WALL CONSTRUCTION TYPES. IF SUPPLIED. MOUNT AT 3'-0' AFF TO t WALL IS EXISTING CONSTRUCTION ANO DOES CENTER OF BRACKET. -PROVIDE (FIRE RETARDANT) NOT MEET OR EXCEED THESE REQUIREMENTS, 2X4 WO BLOCKING BEHIND NOTIFY THE PROFESSIONAL OF RECORD FAUCET - REFER TO PLUMBING PLAN ~ LOCKER ANO SECURE TO IMMEDIATELY. FOR AOO!TIONAL INFORMATION WALL. CUT 2X4 I/ID STUDS 4" SHORT AT EACH SIDE. 1'-6' MOP SINK - REFER TO FLOOR PLAN AND MOP SINK· REFER TO FLOOR SCREW LOCKER TO PLUMBING PLAN FOR ADDITIONAL PLAN AND PLUMBING PLAN FOR BLOCKING '-MITH A MIN1MUt.-l D ~ HAN~:~APPED INFORMATION. ADDITIONAL INFQRl.lATION. OF (5) 2" WOOD SCREWS. A ACCESSIBLE HI-LO DF V FRP ON WALLS ADJACENT TODF FROM4"T04'-0"AFF 1,.1 2·-0· VINYL BASE - REFER TO FINISH J J SCHEDULE NOTE: Ri~~~ CT~~CTION +=--,f FOR ADDITIONAL INFORMATION ENLARGED EMPLOYEE AREA & TOILET PLAN WATER HEATER MOUNTING DETAIL A LOCKER AND TRAINING DESK ELEVATION A1.3 SCALE:3/4'= 1'-0' A1.3 SCALE:314"= l'-0" PROVIDE 1 X 6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. 3/4"MDOPLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH ----- PROVIDE CONT (FIRE WITH LIQUID NAILS AND RETARDANT) 2X4 VVD LEDGER FINISH NAILS -ATTACH TO ADJACENT WALL @8' QC MAX. PAINT ½'HITE 6:=:h:5::;,.=,,_---+- PROVIDE 3'4" X 15" WHITE (I MELLAMINE SHELF ROOF STRUCTURE WOOD CORNER ~:~!~~~~~~;~.1'1:NS~TA~L'.:.'LP'."E"._R l RRMM GUARD. ARCHITECTS, PC CONT 2X WD FRAME 2'X4' ACCOUSTICAL CEILING TILES 1317ExeculiveBlvd,Suite200 ATTACHED TO WALL AND GRID INSTALL PER MANUF SPECS. Chesapeake, VA 23320 PAINT FRAMING WHITE REFER TO REFLECTED CEILING PLAN (757)622-2828/lax(757)622-6683 --- LINE OF EMPLOYEE FOR GRID LAYOUT. SHEET A2 -------~ PROVIDE PREFORMED AREA WALL WHITE LAMINATE 1X6CAPWITHALL --- PROVIDE (FIRE RETARDANT)2X4 ~,=ji!:;:a::!c;:'6:=;,6:z:====;;:t'I EDGES ROUNDED AND SUPPORT (EA SIDE TYP)-ATTACH c,OC,uU:N,TERTOP. PAINTED FOREST GREEN VAL VE. REFER TO @8' OC MAX. PAINT WHITE PLUMBING PLAN 3/4' MOO PLYWOOD (FIRE RETARDANT) --- LINE OF (FIRE RET AROANT) 2X4 ATTACHED TO EACH STUO I/-IITH STUOWALL LIQUID NAIL AND FINISH NAILS 11===:lt--t---- (FIRE RETARDANT) 3/4" MOO MOP SINK. PLYWOOD ATTACHED TO ATTACHED WITH (2}-4#12 REFER TO PLAN. EACH SIDE OF STUD WALL TEK SCREWS AT EACH STUD. [.¼-+---~- CONT. (FIRE RETARDAN'T) 2X WO. ATTACH WITH LIQUID NAILS GWBON METAL STUDS. REFER TO FRAMING ATTACHED TO WALL. PAINT LINE OF COUNTER· HOLD BACK ANO FINISH NAILS. PAINTED SHEET A1 FOR WALL TYPES. All FRAMING \lo/HITE 2X FRAMING AS REQ'D FOR WATER RESISTANTGl/l'B FOREST GREEN. INSTALLATION OF COUNTER ON METAL STUDS. REFER TO (FIRERETARDANT)2 X4 WOOD PROVIDE FRP TO B'-0". REFER TO 3'-0"CLEAR SHEET A1 FOR WALL TYPES. STUDS@ 16' OC MOP SINK ELEVATION XX/XX HILTI X-U (.157" 0) SHOT PINS PAINT FOREST GREEN. 3'- 1 318" TO EDGE OF FRAMING WI 1114' EMBED INTO THE SLAB BOTHS1DES @ 4' OC & 4" OFF EACH ENO OF INDIVIDUAL PIECE OF TRACK, TYP. {FIRE RETARDANT) 2 X 4 Sill LIQUID WATER RESISTANT 5 /6' GWB OVER NAILED AND SHOT TO FLOOR MET Al STUDS. SEE WALL TYPES, SHEET Al. 2'-0" TO EDGE OF FRAMING NOTE: REFER TO PLAN 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES, SHEET A4 FINISH FLOOR CEILING DETAIL AT TOILET/ HALLWAY A1.3 SCALE:11/2'=1'-0" ----- FRP- SEE FINISH NOTES SHEET A4. 1'-4" 7'-6" 4'-0"CLEAR 2'-0" X 4'-0" SLATWALL WITH (3) 10' X NOTE: CONTRACTOR SHALL OBTAIN A 2'-0" X 314" WHITE MELAMINE SHELF ---~,-~~ COPY OF THE WATER .----------..;-mp.SEE FINISH NOTES AND SUPPORT BRACKETS. TOILET ACCESSORIES ARE TENANT SUPPLIED- FOUNTAIN SPEC SHEET PRIOR SHEET A4. INCLUDING GRAB BARS, TOILET PAPER DISPENSER, TO WATER COOLER MIRROR MIRROR, HAND DRYER, AND SLATWALL. INSTALLATION. CONTRACTOR 36" GRAB BAR (PROVIDE BLOCKING IN SHALL ROUGH IN ALL WALL AS REO'D) THE ELECTRIC HAND DRYER VvllL NOT EXTEND MORE HI-LO HANDICAP PLUMBING BASED ON THE EMPLOYEE COAT RACK- GC TO 1B" VERTICAL MOUNTED GRAB THAN 4· FROM THE WALL ON WHICH IT IS MOUNTED ACCESSIBLE WATER FOUNTAIN SPEC SHEET. SECURE AND INSTALL COAT BAR (PROVIDE BLOCKING IN UNLESS IT HAS A LEADING EDGE AT OR BELOW 27" DRINKING RACK TO WALL PER 16' VERTICAL MOUNTED GRAB BAR WALL AS REQ'D) ABOVE FINISHED FLOOR. FOUNTAIN. MANUFACTURERS (PROVIDE BLOCKING IN WALL AS INSTRUCTIONS. INSTALL COAT REQ"D} 42" GRAB BAR (PROVIDE FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN RACK AT 48" AFF TO CENTER OF BLOCKING IN WALL AS REO'D) SIDE OF THE WATER CLOSET. COAT RACK. REFER TO FLOOR - TWO ROLL TOILET PAPER PLAN FOR LOCKER LOCATION. DISPENSER. (TYP OF 2 PER TWO ROLL TOILET PAPER CONTRACTOR SHALL FIELD VERIFY AI.L EXIST VINYL BASE WATER CLOSET). PROVIDE DISPENSER. (TYP OF 2 PER PLUMBING FIXTURES AND EXIST ACCESSORIES ,___ L-...L.-1-1--- ...... -..L,µ... ...... ,->\c---"< BLOCKING IN WALL AS REQ'O. WATER CLOSET). PROVIDE (INCLUDING LANDLORD INSTALLED PLUMBING BLOCKING IN WALL AS REQ'O. FIXTURES ANO ACCESSORIES) COMPLY WITH PLANS I ~ .2 MIN' ~"' AND HANDICAPPED CODES AND LAI/IS. CONTRACTOR VINYL BASE 'i 'i VINYL BASE SHALL VERIFY COMPLIANCE TO FLOOR PLAN. ENLARGED PLANS AND ELEVATIONS lHIS SET. NOTIFY o DRINKING FOUNTAIN ELEVATION EMPLOYEE COAT RACK ELEVATION @Ic~!.~,;!,.;LEVATION CONSTRUCTION PM WITH ANY DISCREPANCIES. A1.3 SCALE:316"=1'-0" A1.3 SCALE:3/4'=1'-0" B SEISMIC SEPARATION JOINT (TYP)· SEE DETAIL THIS SHEET.\ ~g-O"Aff NOTE: I. THE ELECTRICIAN SHALL INSTALL ADDITIONAL i1l2WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE OFFICE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CUPPED ON THE GRID. NOTE: 2. LIGHT FIXTURES, SECURITY CAMERA DOMES, AND MIRROR PANELS (UON) ARE TENANT SUPPLIED -- '" NOTE: 3. MOUNT LIGHTS 10'-0AFF IN STOCKROOM. H SEE FLOOR PLAN FOR WALL REFLECTED CEILING LEGEND CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT ++ 2'-0'X4'-0" ACOUSTICAL CEILING TILE AND HEAD&JAMB. --t--t GRID· SEE FINISH NOTE 4. WOOD BLOCKING 0 ~ ,.--1-#--,,~ 0 0 0 0 0 0 0 = H CONTINUOUS SEALANT - BOTH tot+-1"''1-!7&.-:!_:-tiH-+t-H--t--+++-H-+++HH--t-+++-H-+++-HH--t-+H -- ; GWB - PAINT WHITE UNLESS OTHER'lllSE NOTED. EXIT LIGHT SIDES ·I 1 l 2'-0'X4'-0" LAY-IN FLUORESCENT LIGHT FIXTURE ON NIGHT SECURITY CAMERA DOME -4S LIGHT CIRCUIT 0 0 Ix 0 1 SECURITY CAMERA DOME MTD ON HOLLOW MET AL DOOR FRAME WI ,. m 2"-0'X4'-0' LAY-IN FLUORESCENT LIGHT FIXTURE WALL@ 10'-0" AFF. JAMB ANCHOR- 3 PER JAMB .. DOOR AS SCHEDULED ~~' )~.ma,:: ® 2'-0'X4'-0" LAY-IN FLUORESCENT LIGHT FIXTURE ON VENTILATION FAN o~- !F--il= 0 0 !"::S::: ·o "O O O COOLER l "' EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. FOR l-++-1"''('.,H--t-4-+-+-H-+-++-+-H--!-"l-''I-HH--!-++-+-H-++-I-HH--t-++-HH BELOW FIXTURES WITH 4 WJPS. THE EMERGENCY BATTERY PACK ~--+--•11 :><; WILL ONLY OPERATE 2LAMPS. -$- CEILING HEIGHT ABOVE p H---1-oi"YJ,;_t-=l:t;;il-~I>, »+-+-OHIH-+---1-0-I--H~-+-o+-+k,-+-+-+-OHIH-+---l-o-+-HH-+-o+-+-HH =;= FINISH FLOOR l-+-Hf'-0'1=!'9='"1':''+--+-l'-+-+--lc-lf--ilx+~rl-+-H--t--1'1-"+H--t-1H-+-Hrl---ix4--HH!l[la>+-H ~ ~;i~~~~:~~~-~~~F~~NET~~UH:/~~~: ~T~A6j6:l~~glGHl ~ MIRROR PANEL .,,,,..----see 1 FLOOR PLAN FOR WALL ~ 8'-0' STRIP FLUORESCENT LIGHT FIXTURE. SURFACE f-'-'-=--'- MOUNT TO GWB ANO ACT CEILING. C8:I DIFFUSER / CONSTRUCTION TYPE. Ii!! 0 0 0 0 ~ p 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAf.lPS REFER TO STRUCTURAL ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. [21 RETURN AIR GRILLE DRA\"IINGS t I ~ - ~ SURFACE MOUNT TO GWB ANO ACT CEILING. FOR '~-------"- H LIGHT FIXTURES WITH 4 LAMPS, THE BATTERY PACK SPRINKLER HEAD (SHOWN FOR INFORMATIONAl CONTINUOUS SEALANT· BOTH 0 0 0 0 0 0 x 0 WILL ONLY OPERATE 2 OF THE LAMPS. PURPOSES ONLY. SPRINKLER CONTRACTOR SHALL SIDES PREPARE DRAWINGS AS REQUIRED BY CODE FOR 4'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON RELOCATION OR ADDITION OF HEADS.) = NIGHT LIGHT CIRCUIT. SURFACE MOUNT TO TOGWB ANO ACT ~WALL CEILING. POWER POLE HOLLOW METAL DOOR FRAME WI ~ II BELOW JAMB ANCHOR - 3 PER JAMB 0 0 0 0 0 0 0 0 b 4'-0' STRIP FLUORESCENT LIGHT FIXTURE. SURFACE = DOOR AS SCHEDULED MOUNT TO ACT ANO GW'B CEILING. 4"-0· STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE 0 0 0 - "" MOUNT TO TO GW'B ANO ACT CEILING. 48'-0"AFF 3\'·3"·2,372SF 29'-8'·2,394SF 71 26'-11"-2,166SF cc~AlEcc-:fc-c,~=-~...,,~=-J-ED_C_E_IL_IN_G_P_L_A_N a FACEOFWAlL MATCH EXIST:').., 4~· PROJECT CAP END NORTH 11 1' 31/2'R (I HOLLOW METAL DOOR AND ALUMINUM STOREFRONT NOTE: HANDRAIL MUST BE RRMM FRAME AS SCHEDULED 1·-0· CAPABLE OF SUPPORTING ARCHITECTS, PC DOOR AS SCHEDULED 250POUNDS 1317ExeculiveBlvd.Suite200 Chesapeake, VA 23320 METAL THRESHOLD SET BOTTOM DOOR SWEEP {757)622-2828/lax(757)622-6883 IN BED Of SEALANT H/C ACCESSIBLE ALUMINUM SALES AREA THRESHOLD ATTACHED WI SCREWS AT 12' OCANO SETlN FLOOR FINISH AS BED OF SEALANT SCHEDULED CAST MTL BRACKET@ r 4B"OCMAX FLOOR FINISH AS SCHEDULED ELEVATION 1. CONTRACTOR SHALL VERIFY CEILl~G IS BRACEO PER THE ABOVE @~~EL,.~ ~-STOREFRONT DOOR HANDRAIL TERMINATION DETAIL DETAIL AND NOTIFY ARCHITECT IF VARIES. Al. SCALE: 11/2"= 1'-0" 2. SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE W1TH 2012 INTERNATIONAl BUILDING CODE SECTION 808 ANO ASCE I SEI 7 SECTION 13.5.6.2.2, ASTM C 635, ASTM C 636: GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES 0, E ORF. GENERAL NOTES: 1) CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE DETAIL AND tlOTIFY ARCHITECT IF VARIES. 2) SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH 12 GA BRACING Y,iRE SPlAYEO IN FOUR Ji' (20 GAGE) t~ETAL STUD STRUT STARTlf.K, ASTM STANDARD C635 AND C636, ASCE 7 SECTION 13.5.6, ANO CISCA. DIRECTIONS 90" APART@ 12'-0" OC NOT MORE THAN 6'-0" FROM mo ADJACENT EACH WAYW/t~JN 4 TIGHT TURNS IN 1 CE1UNG NOTES: WALLS & 6'-0" FROM SEISMIC SEPARATION 1/2" BOTH ENOS :;;l:E~:~:l:L 7 JOINT & 12·-o·oc IN ALL omECTION, TYP. 1) HANGERS SHALL BE SADDLE TIED AROUND MA.IN RUNNERS TO DEVELOP THE 6 12GAVERTWIRE FULL STRENGTH OF THE HANGERS. LOW'ER ENDS OF FLAT HANGERS SHAll BE NOTE: BOL TEO WITH 3/8' BOl TS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND 1. CONTRACTOR SHALL INST ALL SEISMIC BRACING AS SHOWN. ANY DEVIATION FROM DESIGN TO 'EQUAL' SYSTEM SHALL REQUIRE PRIOR APPROVAL OF HANGERS @â—„'-0' OC EACHWAYWIMIN3 RUNNERS AND BOL TEO TO THE MAIN PART OF THE HANGER. DOLLAR TREE CONSTRUCTION PM, ARCHITECT. AND CODE COMPUI\NCE JURISDICTION. REQUEST FOR DEVIATION SHAU BE SUBMITTED IN FORM OF TIGHT TURNS IN 1 112' 2) ALL B'-0" LONG STRIP SURFACE MOUNTED FIXTURES: PROVIDE 3 EA {12 GA) SHOP DRAWINGS l,,\IITH ALL ACCOMPANYING SPECIFICATION SHEETS. CONTRACTOR SHALL DETERMINE ANO COMPLY WITH All REQUIRED BOTH ENDS OF WIRE. SUPPORT WIRES WI 3 FULL WRAPS MIN PER FIXTURE. PROVIDE ONE \rVIRE AT INSPECTIONS AND APPROVAL OF CEILING SYSTEM APPLICATION. EACH ENO ANO ONE AT THE CEITTER OF EACH FIXTURE. T-BAR T-6AR 3) ALL T BAR AND FIXTURE SUPPORT \VIRES WILL BE FURNISHED ANO INSTALLED STRUT STRUT BY THE GENERAL CONTRACTOR. me ELECTRICAL CONTRACTOR SHALL PROI/IOE FINAL FIXTURE TIE CONNECTIONS ANO GRJO ATTACHMENTS AS INDICATED. 6'-0'MAX 6'-0'MAX ,. ,. 8' 4'-0'MAX s· POP- WALL 7' f 1 fl RIVET WAll r "'" THIS SIDE HANGER TYP l. /. rH----ATTACHSCREW -'+---ATTACH SCREW ONLY THROUGH EITHER TOP THROUGH EITHER TOP FASTENER OPENING FASTENER OPENING (OPTIONAL) (OPTIONAL) \_PERIMETER WALL MOlOING SHALL HAVE MIN 2' HORIZLEG AND BE SECURED TO WALL· SE.E NOTES. ~----ACM7WALL ~----ACM7 WALL WALL MOLDING AT OPPOSITE WALL ATTACHMENT CLIP ATTACHMENT CLIP PROVIDE HEAVY DUTY T.aAR SHALL HAVE 314' GAP AND FREE TO ~-------ATTACH SCREW ~-------ATTACH SCREW GRID SYSTEM SIMILAR TO SUDE-SEENOTES. ARMSTRONG PRELUDE XL. THROUGH EITHER SIDE THROUGH EITHER "FLOATING WALL" rTEM730I. 4) PERIMETER CLOSURE ANGLES {WALL MOLDING) ARE REQU!REO TO HAVE A (OPTIONAL) SIDE (OPTIONAL) ACSE I SEI 7 SECTION 13.5.6.2.2- A SEISMIC JOINT 1$ REQUIRED FOR AREAS HORIZONTAL FLANGE 2' WIDE. ONE END OF THE CEILl~G GRID SHALL BE EXCEEDING 2,500 S.F. MULTIPLE JOINTS MAY BE REQUIRED. ATTACHED 10 THE WALL MOLOING, lHE OTHER END SHALL BE 314"CLR FROM THE SUSPENDED CEILING DETAIL WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT lWO ADJACENT TYPICAL PERIMETER WALL MOLDING DETAIL TYPICAL SEISMIC SEPARATION JOINT WALLS vnTH POP RIVETS (OR EQUAL~ SCALE:318'=1'-0" SCALE:3",,,1'-0" SCALE: 3" = 1'-0" AREA OF EXTERIOR SIGNAGE • REFER TO SIGN MANUFACTURER'S DRAWINGS FOR DETAILS./ ff,-------------✓------7 NOTE: PAINT FACADE PER COLORS NOTED: CONTACT SIGNS, LOCATION, NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A DOLLAR TREE CONSTRUCTION PM. PRIOR TO f I I SEPARATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. PAINTING. L--------------------~ ~ PAINT: Afil / ' SHERWIN l/l"ILLIAMS / I NOTES: CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND All PREVIOUS TENANTS EXTERIOR ~ "ENVY"LRV18% / ' ' SIGNAGE LEFT BEHIND, All EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED #2032.10 I ' DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND PAINTED I TG TG TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE. CONTRACTORS SHALL I NOT INCLUDE THIS SCOPE OF WORK IN THEIR 810 AND Will BE HANDLED VIA CHANGE ORDER AFTER SITE I = EVALUATION IS DONE BY WINNING BIDDER. CONTRACTOR SHALL FORWARD THE EVALUATION AND PRICE I I ~ .7 QUOTE TO THE CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY AND All WORK. â– \ I I ~ I I ~~ I=::::::= \ LJ_ â–¡ â–¡ - I LJ \_EXIST ALUMINUM ._EXIST BOLLARD· ----g- PROVlDE NEW STOREFRONT 5·.,i· \_PROVIDE STOREFRO NT STOREFRONT SYSTEM ANO PAINT SAFETY DOOR, TRANSOM, AND FRAMING AND GLAZIN GTO GLAZING TO REMAIN. YELLOW (TYP OF 2) THRESHOLD. INST All PER MATCH EXIST. A EXTERIOR ELEVATION MANUFACTURER'S PUBLISHED t -5'x5' ENTRANCE ACCESSIBILITY '. STANDARDS. OEC Al TENANT SUPPLIED. DECAL ®SCALE.114•1-0 [7~ SHAL L BE MOUNTED TO THE RIGHT OFT HE MAIN ENTRANCE STOR EFRONT DOOR (DO NOT r7 I MOU NT NEXT TO EXIT DOORS). PAINT YELLOW \ / BALLOON CORRAL ; L = ~ ~ ~~ -- D 11;:;:j ·- -Â¥- NOTE: IF HARO SURFACE . EXIST NEXT TO STOREFRONT ENTRANCE :::["' · I=== ·~ ~ DOOR, CONTRACTOR SHALL SUPPLY ANO - â–¡â–¡ --- ---! ~ INSTALL BACKER FOR f--- \ DECAL TO ADHERE TO â–¡ â–¡ â–¡ AND ATTACH TO HARD '-- PROVIDE VINYL BASE ON WAU L ALMOND FRP TO 4'-0" AFF \_BALLOON LsLAlWALL rna·-0•Af F. PROVlDE 1 X4 WOOD SURFACE AS REQUIRED. SURFACES NOT COVERED BY ON AREAS NOT COVERED CENTER TRIM AT EDGES PAINTED WHITE. GONDOLA UNITS (TYP). BY GONDOLA UNITS (TYP.) F ACCESSIBILITY DECAL AT STOREFRONT ENTRANCE A3 SCALE: 112" = 1'-0" PAINT YELLOW.\ I I - -t - -------------------------------- -------- ' ------- -- - - - -7 ' I I 11 TOP OF PERIMETER WALL \_ WALL SURFACE AREAS NOT i GONDOLA (TYP). COVERED BY GONDOLA UNITS --- - ~---~----~----+- SlGNAGE. TENANT SUPPLIED, ARCHITECTS, PC SHALL BE PAJNTEO YELLOW.~ ' T CONTRACTOR INSTALLED. \ â–¡1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 \ \ (757)622-2828/fax(757)622-6883 \__ ALMOND FRP TO 4'-0" AFF 2X4 HORIZONTAL WO BLOCKING EXTENDS TO PROVIDE VINYL BASE~~ ON AREAS NOT COVERED FARTHEST OUTER EDGE OF LAST GONDOlA SURFACES NOT COVERED BY WALL GONDOLA. TENANT BY GONDOLA UNITS fT VP. I REFER TO TENANr5 FIXTURE PLAN. --- GONDOLA UNITS (TYP) . SUPPLIED, CONTRACTOR INSTALLED. FRP PANEL TO 4'-0" AFF. /---- ---- PAINT YELLOW \ ---- r=..::-_:::----- -:::177 r=b- - ----------- - ----------------~ - I ID ,-1-\_ - 4"VINYLBASE. I I ~ - I ~ - - : I TOP OF PERIMETER VIALL \_ WALLSURFACEAREASNOT WALL SURFACES COVERED BY I !ill ful - GONDOLA (TYP). COVERED BY GONDOLA UNITS If I FREEZERS AND COOLERS SHALL I I SHALL BE PAINTED YELLOW.~ - NOT BE PAINTED ~ ~ I~ - I -la7 j -- ~ ,_ I I G SALES/ STOCKROOM DOOR ELEVATION ~ f.-- A3 SCALE: 1/2" = 1'-0" 1 .... -- --, __ I / PROTECTIVE COVER PLATE-SEE ....._ - -//- - - ..:::::...L PROVIOEVINYLBASEONWALL 2X4 HORIZONTAL \VD BLOCKING EXTENDS TO L ALMOND FRP TO 4'-0" AFF DOOR NOTE 2 SHEET A4. SURFACES NOT COVERED BY FARTHEST OlJTER EDGE OF LAST GONDOLA ON AREAS NOT COVERED ®~~Je~,~~~~ • GONDOLA UNITS (TYP). (REFER TO TENANTS FIXTURE PLAN.) BY GONDOLA UNITS (TYP.) ELEVATION PAINT YELLOW.\ ,[l====_=_=_=_=_=_=_=_~-~-~-=_=_=_=-==_=_=\=--~-~~~b-=t:=-;:,,=:=;=:=.=:AJ=-=l-=-==_=_=_=_=_=_=_=_=_=_=_=-======\_==r=t=~=l:=u;=:Al~~=i~=!=;~=~=}=o;=~~=~=-=-=-=========~======c-,==~I==~=' 2X4 HORIZONTAi.. 'M) BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA ·l f (REFER TO TENANT'S FIXTURE PLAN.) --- FINISH SCHEDULE DOOR SCHEDULE SPACES FLOORS BASES WALLS CEILING NOTES DOORS DETAILS HDW DOOR FR SALES ENTRY CARPET TILE/ 4"VINYL GWB-PAINT YELLOW/ ACT 1,2.4.5,6.9,11.12,14 # w H T MATERIAL HEAD JAMB SILL NOTES NOTES POLISHED CONC FRP STOCKROOM CONCRETE 4"VINYL EXISTING 2,8,11 100 3'-0' 6'-8' 13{4' SOLID CORE V,'O 1/A2 1/A2 IOOA 5 E/,tPlOYEE AREA CONCRETE - G'NB I Pl YWOOD - 6,8,13 200 R 3'..(}' r.o· 1314' HOLLOW METAL 1/A2 1/A2 2008 2,5,7.11 SPENOEDACOUSTICAL USPENOEOACOUSTICAL OFFICE POLISHED CONC 4"VlNYL GWB-PAINTWHITE - 2,5,6,9,10,12 JOO 3'-0' 6'-8' 13/.ol' SOLID CORE 00 1/A2 1/A2 JOOC 5,6 ll\NG TILE· REFER TO CEILING TILE· REFER TO TOILET SHEET VINYL 6" SHEET VINYL FRP GW8 3,5,6,7,9,11 ,oo 3'-0' r.o· I 31~' EXIST HOL METAL ,ooc 3,4,5,8 FlECTEO CEILING PLAN EFLECTED CEILING PLAN HALLWAY POLISHED CONC 4"VINYL GWB-PAINT WHITE I FRP ACT 2,4,6,11,12 401 3'-0' re 13/4' HOLLOW MET Al 21A2 11A2 JIA2 400C 4,5,B,10 RHEIGHT OR HEIGHT 51)0 R3'..(}' r.o· 1314' EXIST AUTO SLIDING 5000 1,12 AINTVELLOW. 51ll FINISH NOTES 3'-0' 1'-0' 1314" STOREFRONT 4/A2 51)0f 8,9,10 SALES AREA r IP 1. CARPET TILE: MANUFACTURED BY INTERFACE FLOORING 7. PAINT TOILET ROOM EXTERIOR WALLS WHITE. SYSTEMS ANO TENANT SUPPLIED. INSTALL TILES QUARTER 8. EXIST CONCRETE FLOOR TO REhAAIN. PATCH AND REPAIR AS DOOR NOTES HARDWARE NOTES NOTE: ATTACH GONDOLA FIXTURE TURNED AND PER TENAfffS CRITERIA. REQUIRED TO PROVIDE SMOOTH SURFACE. 1. PROVIDE A SIGN POSTED ON THE EGRESS HOW#100A n--P~NTYELLOW UNITS PER MANUFACTURER'S ENTRY TILE: DECO RIB, SfYLE #678609900. 9. SLATWALL TENANT SUPPLIED SHALL BE INSTALLED BY THE SIDE, ON OR ADJACENT TO THE DOOR 11/2 PAIR HINGES: STANDARD WEIGHT INSTRUCTIONS. CONTRACTOR SHALL PREPARE FLOOR SURFACE AND CONTRACTOR. All OTHER FINISHES SHALL BE PROVIDED ANO 1 STATING: -"fHIS DOOR TO REMAIN UNLOCKED MECHANICAL PUSH BUTTON LOCKSET COOROlNATE CARPET INSTALLATION WI CARPET INSTALLER. INSTALLED BY CONTRACTOR. WHEN BUILDING IS OCCUPIED.' THE SIGN WITH LEVER HANDLE 2. VINYi.. COVE BASE: COLOR· BLACK. (VINYL BASE ONLY ON 10. PROVIDE PREFORMED COUNTER WITH WHITE HIGH SHALL BE IN LETTERS 1· HIGH ON A 1CLOSER Dl SALES AREA Il EXPOSED WAI.LS NOT COVERED BY GONDOLAS IN SALES PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING CONTRASTING BACKGROUND. 1 FLOOR STOP AREA.) CABINETS PROVIDED BY TENANT. SEE ENLARGED OFFICE 2. NEW DOORS - SUPPLIED BY TENANT WI HOW#200B VINYL COVE BASE TOBE LOCATED IN STOCKROOM AT PLAN AND OFFICE ELEVATION. PRE-INST ALL ED BRUSHED ALUM COVER PLATE ON 3 PAIR HINGES: 41/'l' HEAVY WEIGHT, MOP SINK AND CABINET ONLY UON. 11. FR P (FIBERGLASS REINFORCED PANEL): IN TOILET ROOM SALES AREA SIDE OF THE DOOR. BAlL BEARING PINS ir"""::jH---- EXIST MASONRY WALL 3. SHEET VINYL: CLASSIC CORLON SERIES FROM FLOOR TO 8'-0" AFF SHALL BE WHITE" COLOR (IN 2 CLOSERS l/.1TH HOLD OPEN --+----WOOD STUD AND GWB PARTITION· MANUFACTURED BY ARMSTRONG· CONNECTION STOCKROOM BEHIND MOP SINK ONLY, IN HALLWAY BEHIND 3. DOOR, FRAME ANO HINGES ARE EXISTING. 2 PULL HANDLES (ON STOCKROOM S10E) --- GWBONMETALFURRING• WALL CONSTRUCTION TYPE: CORLON "PORCELAIN" #88724 OR EQUAL. DRINKING FOUNTAIN ONLY.) FRP ON SALES FLOOR (WHERE PROVIDE AND INSTALL ANY MISSING ITEMS OF 1 THRESHOLD (1/4' MAXIMUM HEIGHT) WALL CONSTRUCTION TYPES: SHEET VINYL BASE: BY INTREGAL, 3/8" RADIUS, 6" HIGH NOTED ON PLANSrHEVATIONS) SHALL BE ALMOND COLOR HARDWARE PER HARDWARE NOTES. HOW#300C w ~~~l~u~~~~~~~~T~~s!~G COVED BASE W/ COVE STICK AND EXTRUDED ALUMINUM CAP 'MTH 'J" CHANNEL TRIM CAP ANO 'H" CHANNEL PANEL 4 PROVIDE (ONE)PEEP HOLE TO VIEW OUT. l 1f'2 PAIR HINGES: STANDARD WEIGHT W :~~~;i~~%~;~~~:L wrrn TRIM. CONNECTORS. MOUNT@ 4'•3" AFF. 1 PRIVACY SET VJITH LEVER HANDLE REPAIR TO LIKE NEW CONDITION. 12. POUSH!:O CONCRETE FLOOR ON SALES FLOOR ANO OFFICE. METAL FURRING AND G!/18. 4. PROVIDE 2'-0' X 4'-0" CEILING T1LE EQUAL TO ARMSTRONG 5. PAINT DOOR ANO FRAME W/ Vlt!ITE 1CLOSER POLISHED CONCRETE FLOOR BY TENANT'S VENDOR PATCH AND REPAIR f1,S 'CORTEGA" MINABOARD #769, WHITE, IN A WHITE METAL SEMI-GLOSS ENAMEL PAINT. (FLOORN/All STOP IF SHIPPED WITH COORDINATE WITH TENANT. REQUIRED. GRID. (IN AREAS 1//lTH SIGNIFICANT AIR PRESSURE 6 INST All TENANT SUPPLIED SIGN AGE PER HARDWARE) DIFFERENTIALS PROVIDE RETENTION CUPS TO RETAIN 13. PAINT EMPLOYEE AREA WALLS T04'-0' AFF 'FOREST DETAILAJAl.1. HOW#400C PANELS IN PLACE.)SEE SEISMIC DETAIL 71A2 GREEN". 7. 11f'2 PAIR HINGES: STANDARD WEIGHT, REINFORCE JMlBS WITH WOOD BLOCKING. 14. SALES AREA TO RECEIVE LEVEL 5 FINISH. PROVIDE FINISH TO 5. SLATWALL: 314' SLA TV'/ALL WITH WHITE MELAMINE FINISH. SEE 8. CONTRACTOR TO PROVIDE AND INSTALL DOOR NON- REMOVABLE PINS MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. 1'-0" BEHIND FREEZER/ COOLER AND GONDOLA. TO FF l NON-ALARMED, NON--KEYED PANIC BAR SV\'EEP ON All EXTERIOR DOORS TO PREVENT EVERYWHERE ELSE. CONTRACTOR SHALL ALLOW 72 HOUR 6. PAINT COLORS ARE AS FOLLOWS: WATER, 1//lNDANO DEBRIS INFILTRATION. DEVICE: WITH STANO ALONE ALARM CURE TIME. 9. REFER TO DOOR ALARM MOUNTING NOTE: REFER TO TYPICAL FIXTURE PROVIDE STOREFROtfl DOOR, TRANSOM AND WHITE- SHERWIN WILLIAMS PRO 200 LATEX DETAIL. ATTACHMENT DETNL THRESHOLD TO MAlCH EXIST. PROVIDE SHOP SEMI-GLOSS 1/-..,._.ITE WI B-1 PER GALLON. 1 CLOSER WITH STOP ARM DRAWINGS TO LANDLORD FOR APPROVAL YELLOW• BENJAWN MOORE PRODUCT 27-4 1 PEEPHOLE PRIOR TO INSTALLATION. 1 "L8.10N SORBEr #201%0 ALUU THRESHOLD (112" MAX HEIGHT) (EGGSHELL FINISH) 10. PROVIDE SIGNAGE THAT READS 'EMERGENCY 1 SWEEP TENANrs FLOOR FINISH FOREST GREEN - BENJAMIN MOORE PRODUCT 274 EXIT ONLY.' l WEATHER STRIP / TENANrs FLOOR FINISH "FOREST GREEN" #2047• 10 (EGGSHELL 11. PROVIDE SIGNAGE THAT READS "EMPLOYEES 1 RAIN DRIP FINISH) ONLY." HDW#SOOO 12. EXISTING AUTOMATIC SLIDING DOORS· PROVIDE EXISTING AUTOMATIC SLIDING DOOR. Af.lY MISSING HARDWARE. CONTRACTOR TO CONTRACTOR TO VERIFY GOOD WORKING VERIFY DOOR IS IN GOOD WORKING ORDER. ORDER. NOTIFY TENANT PRIOR TO MAKING EXISTING SLAB EXISTING SLAB ANY NECESSARY REPAIRS. 2 X PT VIOOD Sill GENERAL HARDWARE NOTES: NOTE: DOOR SHALL OPEN UPON APPROACH OF PERSON. IN EVENT OF WALL SECTION - WALL SECTION - 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO POWER FAILURE, DOOR SHALL BE CAPABLE OF BEING OPENED MANUALLY MORE THAN lf'l' (MAX) HEIGHT AFF. GD ~~e~-~; .. ~UCTION TYPE: 2 @ ~~,~~; .. ~UCTION TYPE: 3 ANO SWING OR SLIDE TO A FULL OPEN POSITION WHEN LATCH SIDE OF DOOR IS 2. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS SUBJECTED TO 5 LBS {22.2 N) FORCE. EXIST DECK ANO OTHER OPERATING DEVICES SHALL BE DOOR SHALL ALSO COMPLY FULLY WITH EXIST 2x FRAMING@ 24"0C INSTALLED 34' (MIN) TO 48" (MAX)AFF AND SHALL ANSIIBHMAA156.10. (WHEREAPPUCABLE) BE 'SINGLE-HANDED' OPERABLE WITHOUT USE OF HOWtlSOOF KEY OR SPECIAL KNOWLEDGE. HINGES PER STOREFRONT MANUFACTURER PROVIDE 2x BLOCKING @24" OC (OR (BY GENERAL CONTRACTOR) EXIST :i'x FRAMING @24' DC) 3. WHERE EGRESS DOORS ARE USED IN PAIRS. THE EXIST 2x FRAMING@24"0C UNLATCHING OF THE LEAF SHALL NOT REQUIRE I CLOSER IMTH STOP ARM ANO DROP PLATE (WHERE APPLICABLE) PROVIDE 2x BLOCKING MORE THAN ONE (1)0PERATION AS MENTION!:O I NON-ALARMED, NON-KEYED PANIC DEVICE WITH 2 DROP PLATES WITH STANO ALONE ALARM· (3) #10x:2° SCREWS@ 2·-0· 0C {TYP) IN GENERAL HARDWARE NOTE #2 ABOVE. '--'-----.,b!!.b!i-----::-':,-- PROVIDE 2x BLOCKING REFER TO DOOR ALARM MOUNTING DETAIL PR0v1DE #8 WAFERHEAD FRAMING 3 SCREWS EA SIDE 4. CONTROLS AND OPERATING MECHANISMS SHALL 1 SIGN THAT READS "EMERGENCY EXIT ONLY - bl ~ ~~~::·!c:~~ESR~E:°FfJ~:) BE LEVER-TYPE (OR EQUAL) PROVIDING ALARM Vv1Ll SOUND WHEN OPENED." ARCHITECTS, PC PROVIDE (20 GAGE)21f'2" LEG STANDARD SCREWS EA SIDE OPERATION WITH ONE HANO ANO NOT REQUIRE "SLP·TRK" (SLOTTED) TOP TRACK FOR I" 1317 ExecuUve Blvd, Suite 200 PROVIDE (20 GAGE) 2 1/2' LEG STANDARD DEFLECTION. TIGHT GRASPING, PINCHING. OR T\-\1STING OF Chesapeake, VA 23320 "SLP-TRK" (SLOTTED) TOP TRACK FOR 1· THE~'RIST. (757)622·2628/lax(757)622-6883 3 518' (20 GAGE) CONT BRACING STUD WI DEFLECTION. (2)#8 SMS@EACH STUD{SEE TABLE FOR .r---- 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS 3 5/8" (20 GAGE) CONT BRACING STUD W/ (2) #8 REQUIRED LOCATIONS) OF INTERIOR HINGED DOORS SHALL BE NO SMS@EACH STUD (SEE TABLE FOR REQUIRED LOCATIONS) (2) 20 GAUETAL STUD BLOCKS PER STUD STUD BRACE BRACING GREATER THAN 5 POUNDS (222 N~ INDIVIDUAL BRACING STUD {ONE@ EA END) SP~ GAGE SPACING LOCAllON (2) 20 GA METAL STUD BLOCKS PER SECTION 6. DOORS EQUIPPED WITH CLOSERS SHALL BE INDIVIDUAL BRACING STUD (ONE @EA END) I'====;= ~~~~::~% ~~~~s;~~ :L~~~~~~A~~M ADJUSTED SO THAT THE SWEEP PERIOD FROM SUSPENDED ACOUSTICAL WI (3) #8 SMS FROM STUO & (3) #8 SMS FROM 18' 20(600S125-33) NO BRACING B BLOCKS AT EACH SIDE OF SPLICE. REOIJIREO AN OPEN POSITION OF 70 DEGREES WILL TAKE CEILING TILE· REFER TO GYPBOARD {6 TOT Al PER BLOCK)· LOCATE 0 AT LEAST 3 SECONDS TO MOVE TO A POINT 3' 22' 20(600S125-33) 5'0C(MAX) C REFLECTED CEILING PLAN BLOCKS AT EACH SIDE OF SPLICE. SUSPENDED ACOUSTICAL CEILING TILE. FROM THE LATCH, MEASURED FROM THE FOR HEIGHT rll--+---- SUSPENDED ACOUSTICAL CEILING TILE- REFER TO REFLECTED CEILING PLAN FOR 24'-6' 20(6005125-33) 4'-2' 0C (MAX) 0 LEADING EDGE OF THE DOOR. HEIGHT 30·-0· PAINT YELLOW. REFER TO REFLECTED CEILING PLAN 18(600S125-43) 3'•7' OC(IAAX) E 0 FOR HEIGHT (SALES AREA SIDE ONLY) ---- PAINT YELLOW. SALES AREA STUDS MUST MEET MINUMIM SS~A SPECIFICATIONS FOR ATTACHED WITH (2}-A'12 SALES AREA 6005125 Fy:33 KSI STUDS OF THE SPECIFIED GAGE. NOTE: ATTACH GONDOLA FIXTURE TEK SCREWS AT EACH STUD. 35/8"(20GAGE )METAL STUD JOIST WITH UNITS PER MANUFACTURER'S 0 NOTE: ATTACH GONDOLA FIXTURE INSTRUCTIONS. ONE LAYER 518' GWB WITH AND A UNITS PER MANUFACTURER'S DEFLECTION OF L/360 AND A MAX. LOAD OF 5 INSTRUCTIONS. PSF. JI TOP OF JOIST BEYOND {WHERE OCCURS) 0 -o----- METAL STUD ANO GWB PARTITION· AT TOILET LOCATION 0 t----- METALSTUOANDGW8PARTITION-WAL.L WALL CONSTRUCTION TYPE: CONS1TRUCTION TYP6 E: W ~~:~~~~~s:~ ~~~6~~~1:_ 2'X4' ACCOUSTICAL CEILING TILES w ~~:-~~~~6~ ~~y~~ ~~Tt~~~~t AND GRID INSTALL PER MANUF SPECS. PATCH AND REPAIR AS REQUIRED TO 0 0 .REFER TO REFLECTED CEILING PLAN SIDE TO ROOF DECK ON SALES AREA SIDE MAINTAIN FIRE RATING PER CODE. FOR GRID LAYOUT, SHEET A2. AND TO 12'-0" AfF ON STOCKROOM SIDE. B C D E -w----- METAL STUD ANO GWB PARTITION· WALL BRACING LOCATION SECTION CONSTRUCTION TYPE: 0 w SCALE:NTS PARTITION WALL: 6' {20GA) METAL STUDS@16"0C IMTH ONE 0 LAYER 518" GWB EACH SIDE TO ROOF DECK ON SALES I 3 6" METAL STUDS@ 16" OC (SEE TABLE FOR STOCKROOM SIDE ANO TO FINISHED CEILING ON TOILET ROOM f 5/8" X 20 GAGE CONT BRACING STUD MORE INFORMATION) 0 HALLWAY SIDE. WI {2) #8 SMS@ EA STUD (SEE TABLE (2) 20 GA MET AL STUD BLOCKS PER FOR REQUIRED BRACING STUD INDIVIDUAL BRACING STUD (ONE@ EA END) LOCATIONS) (20 GA) SILL TRACI< WI 'HIL Tl" SHOT W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM HILTI X-U (.157"0) SHOT PINS WI I 1/4" PIN "ON" SERIES #X-DN1 EMDEâ–¡ 11/4" GYPBOARO (6 TOTAL PER BLOCK) ·LOCATE EMBED INTO THE SLAB@4' QC &4'0FF X .145' DIA@ 16" QC (OR EQUAL) BLOCKS AT EACH SIDE OF SPLICE. 0 EACH ENO OF THE INDIVIDUAL PIECE OF -,~ -- - . - 0 rTENANTS FLOOR FINISH TRACK, TYP. TENANT"S FLOOR FINISH l I TENANrS FLOOR FINISH ~ EXISTING SLAB WALL SECTION - WALL SECTION - WALL SECTION - CD ~~E~~; .. ~UCTION TYPE: 4 ® ~~,~-~;~UCTION TYPE: 5 ED ~~~-~; .. ~UCTION TYPE: 6 --DE-TAI-L ---------------1'10 SCN.E:1'"'1°-0" \.!2J SHOP DRA~lt/GS AR[ Rf\ ~ THE rOLL0~1NG !TD.IS. sueen AT LEAST 1. THIS SECTION Af'PU(S TO TH[ STRUCTURAL PORHONS or THE PROJECT REQUIRING C) CONCRETE CONSTRUCTION PER IBC 1705.J STANDARD NOTES AND DETAILS 0 i. :1~H~u~LJ1~~c1N~N~fi~E~~~~~N~oc~~T(l~t~ ~~1~& 5;k~~1rn SPECW. INSPECTION. THE SPECIAi. INSPECTOR'S OUHES ARE AS DESCRIBED IN Y,:S I.OCTA!LS A.'-ID DIMENSIONS or CONSIRUCT1rn. SHALL BE VERlf1ED Al 11-1[ snt B'I' THE l. ~~ [~EJ1N~~Rp~~[~ :[~RULJUC[5 :cr:fscd~f~o~F !~N~~~eJiio~~ECl<ED APPUCABI.£ LOADS SPECIFIEO IN CttAPIER 16 OR ELSL _ IN THE IOC (NOT Af'PUCABL( 10 ISOLATED SPRUJl fOOTINGS N/A CONlRACIOR ANO mY DISCREPANCY BETWEEN THE PL>liS AND THE INf[tn or THE IBC170â—„ (It APPLICABLE) roe Râ„¢EW ANO APPROVAL PRIOR TO rASRICATION. OR NON-STRUCTURAL SLABS ON GROUND) 0 PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 STANDARD NOTES ANO DETAILS 'J. ALL ALLOWABLE STRESSES ANO SOiL-BEARING Vll!.UES SPEClflED IN THE IBC FOR QlUIES A.':tP RESFOtlSIBHITIES Of THE SPECIAi INSPECTOR· • o) CONCRETE R[INfORCING 8ARS WORKING STRESS DESIGI/ HAVE BEE/I INCREASEO ONE THIRD WHEN CONS!OERING fABRICATIONBEG!NS.DONOTSCALEORAWINGS. S1.J STANDARD NOTES ANO DETAILS o) THE SPECIAL INSPECTOR SHML 8E A 0UALJf1E0 PERSON WHO SHALL V.1'-'0 OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN CONB:NEO WITH RffER£NCEO 2.ALL IDEAS, DESIGNS. AARMG£1JENIS ANO PLANS INO:CATEO OR REPRESEtfTEO B'I' 11115 b) COICRETE 1,IIX DESIGN VfRTICALLOADS.NOINCRfASEHASBEENTAK[NrOR\/ERIICALLOADSACIING Q[l,IQNSTRAT( CO~PCT[NCE. TO THE SATISFACTION Of THE BUILDING omcw_ STANo.o.RD' â– ORAW:NG ARE OWNED B'I' ANO !HE PROPERTY or BRAD YOlJNG & ASSOC!A1£S, INC. (B'l'A}. PLANS ANO THE ENGIN£ER Of RECORO FOR INSPECTION Of THE PARTICULAR TYPE c)STRUCTURALSTEEL ALONE. Of CONSIRUCTION OR OPERATIONS REOU.R;NG SPECIAL INSPECTIONS. >.'-IDIIERECREATED.EVOLVEDANOOEVELOPEDFORUSEONANDINCONNECTIONV.llH S2.1 fOUNOATION PLAN d)GROUTI.IIXOESIGN J. EACH COfJPOfl[Nl HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT b) THE SPECIAL INSPECTOR SHALL OBSER'll: THE WORK ASSICNEO FOR ...Cl JIB: J.5. 1.1-7.7 0 THE SPEClflEO PROJECT ONL'I'. NONE Of SUCH IDEAS, OESIG'-'S. ARRANGEIJENIS OR PLANS S2.2 ROOr PLAN RESULTING FROM ALL APPLICM!LE LO-'O COMBINATIONS REQUIRED B'I' Dif !BC SHAll Bf USfO B'I' OR DISCLOSED TO ANY PERSON. FTRM Of< CORPORATION FOR ANY COIWORMA.'ICE WITH THE APPROVED OESICN DRAl't1NGS A/10 SPECIFICATIONS • FRAMING DETAILS 4. GRA'IHY LOADS, (THESE ARE THE GENERAL 0£SIG/I LOADS. THEY W.Y BE c) COPIES or TEST RESULTS AND FINAi. REPORTS SHALL BE FURNISHED TO PURPOSE \\W.lSOEYER WITHOUT THE WRITT[N P[RVISS!ON or B'YA, nLJNG THESE OIFrERENl!NLOCA!JZEOAREAS.) THIS ENGINEER IN >OD!TION TO OTHER NORMAL DISTRIBUIIONS "NITHIN DRAWINGS 1111H Nff PUBUC AGEtlC'I' IS not PUBUCATION Of" SA.VE. REUSE. SJ.1 rRAMJNGOCTAILS o) 000 LOAOS, ONE wEEK Of TttE TEST OR INSPECTION AWSD1.4 D REPRODUCTION OR PUBUCAHON 8Y NrY '-!EIHOD IN WMOLf: OR Ill PAAT IS PROH:BITED .: ROOf DEAD LO-'O = 20 PSF d) AI.L DISCREPANCIES StiAl.L BE BROUGHT TO THE IMIJEO!Al[ ATTENTION or ...C1J18·3.5.1 • TITLE TO THESE PlNIS REUAINS WITH THE BRAOYOUNG & ASSOCIATES, INC. ANOV.SUAL CONTACT 1111H IH(l,I CONSJITUT[S PRIUA FACIE EVIDENCE or Ht[ ACCEPTNIC( Of TttE CONTRACTOR fOR CORRECTION. THEN If UNCORRECTED TO THE :ewgp~u LOAD: = N/A IHESERESTRICllONS. j) TL·l UP P Et "t FT ; EREllRll RE ~9R6 ll &Tu~· sn 1 llS .t Ii i,liUb TO 5 ENG!N[ER or RECORD AUD TO THE BUILDING OFFICIAL flOOR O(AO LOAD = N/A e) J.Al.l WORi< SHALL CQl,IPL'I' WITH TH[ R[OUIRD,IENTS Of" LOCAL. COUtflY. STATE. OR '-'CTAL STUD WALL D.L - N/A THE SPECIAL INSPECTOR SHAU SUB!.IIT A FINAL S!GNED REPORT STATING D FEOERAI.. AGEtlCIES HAV.UG JURiSOiCTIOtl. BRAD YOUNG & ASSOCIATES. INC. ASSU.VES NO WOOD STUD WALL - N/A WHETHER TH[ WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST • RESPQNSjBLJTY FOR SUPERVISION Of CONSTRUCTION OR PROPER EXECUTION Of rue 2. Al.LO\\' l(N (10) WORKING DAYS fOR SHOP ORAW,NGS REVIEW COMMENCING TH[ Of THE INSPECTOR"S KNOWLEOGE. IN CONfORMANCE WlTH THE APPROVED NEXT WORKING OAY AFTER R[C[IPT. PLEASE PW. YOUR SCHEDULE ACCORDINGLY. b) LIVE LO>DS· \\ORK SK0\1111 ON THESE DRAWINGS. SAFETY l,l[TttQOS ANO IECHr-ilOU(S ARE TltE SOL£ PW.S ANO SPECIFICATIONS ANO THE WPLICA!!LE WORKIJ.ANSH,P PROV.SfONS ROOFLJ\/ELO>.O c20PSf(REOUClfil..E) RESPON~B-UTY OF THE CONTRACTOR. NfY DEVIATIONS OR UNAUTHORI2EO CHNIGES TO J. NO PART or THE COtfTRACT OOCUl,IENTS ARE 10 BE REPRODUCED AS PART OF ROOFPOPUP/ OF THE I.B.C. ACIJ\8: THESE DRA\\1NGS ARE NOT THE R(SPONSl81UTY OF 8RAO 'l'OUNG & ASSOCIATES. INC. THE SHOP DRAWINGS. SHOP DRAWINGS CONTAJNING OETAJLS. SECOONS OR Pl..4.NS MANSARD LM LO-'O. C N/A 2. Al.L TEST ANO INSPECTIONS SHALL BE PERfORMEO B'I' AN INDEPENDENT TESTINC AND Ct<.<,52-5.4 • D DEVIATIONS fRON THE ORIGINAi. DRAV.1NGS MUST BE APPROVED It/ WRfTING PRIOR TO PHOTO COPIED FRO!-A THE CONTRACT DOCUMENTS Will BE REJECIED FLOOR OFFICE ,. N/A INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONSTRUCTION. IT !S THE CONlRACTOR"S RESPONSIBIUTY TO NOTifY TH[ ENCINEER CONTRACTOR PCR IBC SECTION 109. APPENDIX GAP CHAPTER, JOB SITE VISITS 8Y â—„. BffOR[ SUBMITTlNG A SHOP DRAWlNG OR mY R[LAT(O t.lATERlAL TO THIS ENGIN£ER PNITITIONLOAD =N/A Ttt[ ENGINEER or RECORD ODES uor CONSTITUTE A SPECIAL INSPECTION. OF !HE PROGRESS or THE PROJECT 10 fACIUTAT[ OUR ON-SIT[ \IISfTS TO ANSWER THE CONTRACTOR SHALl; R£\11EII" LJ.C11 SUCH SUBMISSION FOR CONfORMA.-'KE WITH FLOOR EXT. = 100 PSF 1.511,1 C 172 QUESTIO.~S AND \o1EW THE PROGRESS #ID OUALIT'I' or WORK IF R[QUiREO. THE t.lEANS, METHODS. TECHN'OUES. SEQUENCES. ANO 0?£RATIONS Of CONSTRUCTION, rLOOR UGHT STORAGE ~ N/A 3. !HE CONlRACTOR SHALL BE RESPONSIBlE fOR PROVIDING THE TEST ANO INSPEC1\0N .>,$1MCJ1 D â– 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR 10 THE rDLLOWING STRUCTURAL DRAWINGS INDEX ANO SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, Al.L OF WHIOi AR[ FLOOR HEAVY STORAGE .,. N/A FIRM WIIH A SCHEOUI.£ 10 FACILITATE TH( PROPER COORDINATION Of WORK AC!J111, 5.6.~.6 PHASES or CONSTRUCTION • ONLY If THESE PLANS OR Am ODiER AUTHORITY 1 THE SOI.£ RESPONSIBILITY OF THE CONTRACTOR; ANO Af'PRO\lf EACH SUCH FLOOR RESIDENTIAL BASIC 4. PORTIONS or WORK REQUIRING SPECIAL INSPECTION: SPEClnCA!..LY REQUIRES THE ENGINEER or RECORD TO MN([ A JOB IIISl'ECTION. SUBfJISSION BEFORE SUBl,IITTING r . THE CONTRACTOR IS FULLY RESPONSIBLE FOR »(( DECKS. & STORAGE "'N/A A) SOIL ANO FOUNOATION. o)FOUNOATIONPOURS • Cftl,J,IGES OR DELA'/$ CAUSED 8Y PflD.!ATURELY SUBMITTING SHOP DRAWINGS. THIS FLOOR RESIDENTIAL o) SOIL CONDITIONS. fill PLAC[IJ[NT AND L0Ml-8EARING Y,:S ,1, ANCHOR BOLT ELEV. ELEVATION NO. er I NU!.IBER ENGINEERS SHOP DRAWINGS R[Vl[\\" MD STAMP DOES NOT ALL.£VIATE THE CONTRACTORS EXTERIOR BALCONIES - N/A D)AfTERTHEERECT!OIIOf"THESUPERSTRUCTUREANOPRIOR AOJUSTASL[ rn, ENG~E£ROfRE~ o.c. ON CEtHER REQUIREt.l[NTS PER IBC 1705.6 D " RESPONSIBILflY TO REVIEW TH[ SAM[ SHOP DRAW.NGS. lH!S ENG!N[(R SHALL c) SNOW LO-'OS: • D TO CLOSING-IN or Am PHASE. • "" ,SQ,C ENGR. ENGINEER OPNG OPEN:NG ASSUME THAl ND SHOP DRAW.NG OR RELATED SUB!.IITTAL COt.lPRISES AN INTENTIONAi. GROUND SNOW LOAD. Pg • 25 PSf COt/Tit/UOUS PEROO!CAI.LY • ~- THE GENERAL COtlTRACTOR SHAl.l. BE RESPONSIBlE FOR TH[ VERIFICATION Of ""'A.C.· I. AMERICAN (0 (OLW. OPP. OPPOSITE VARIATION UNLESS C0"1RACTOR ADVJSES THIS CNGINEER OTH£RWISE IN WRITING ROOf SNOW LO>O. Ps - 25 f'S( OUR;NCT"5K OURiNG AU. CONCRffi EOU!P. [QUIPl.l[NT O.D. OUTSIDE DIA. O:t.l[NS!ONS, GRACES, »ID OTHER CONOfTlotlS, AND SHALL CORRELATE AT WM!CH 1$ TH(N ACKNOWLEDGED BY THIS ENGINEER IN WR!TING. 5. V.l.'<0 LOADS: USl(O IASKUSTED THE J08 SIT[ ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT mt INSTITUTE EDGE SCREW OR PL PCATI: 0} BASIC WINO SPEED (J-SECONO ULTIMATE GUST). V = 65 mph D OlSCREPAIKIES TO THE ENGINEER FOR ClARlf1CATION mo CORRECTION PRIOR TO A.I.S.C. AMERICN-1 " EACKSIOE PENNY(d) """ b) RISK CATEGORY ll D • BEGINNING NrY WORK. INSTfTUTEOF EXlST(E) EXISTING PLY\\'D. PLYWOOD 8 ! SHOP DRA:..:...IM=IN.:._cGS==------ • STIELCONSTR. EXP. EXPANSION P.S.f . POUNDS PER c)EX?OSURE C 6.ALLSTRUCTURAI.. MD.IB[RS SHOWN ON TH[ PLANS ARE O(SIGNED AS IN THEIR flNII!. n, flNISH SQUARE roo 8 ~i:t~:ft Of f'R[STR[SSEO A.S.T.IJ A.,.ERICAN SOCIETY ' d) INIEllNAl. PRESSURE COEfflCiENT, GC PL" i 0.1B D LOCATION. BRAD 'l'OUtlG & ASSOCIATES, \UC. HAS NOT P[RrDRMEO CONSTRUCTION fORTEST!NG rn FIELD WJLING P.S.1. POUNDS PER 1. THE CONTRACTOR SHAU. BE RESPONS!BlE fOR JOB SITt SAfETY. n1E rDLLOW:NG ENGINEERING (SHORING CALCUL.ATIONS) OR ENGINEERING NECESSAR'l'TO PLACE A.'lY SOUAREINCH • oJt:;~~~~oO::oRCEs & 1,1,1,TER!AI.S FM fACEt.lOUNl REQUIR[t,1[N1S ARE NOT INJEIID£0 TO BE A COMPLETE LIST, BUT ARE AOOITlONAI. ACIJ\8.18.20 D STRUCTURAL l,l[MBERS IN TitEIR f1WJ.. LOCATION (ERECTION CALCULATIONS). ,,, AMERICAN PLYWOOD FUl. FLOOR P,R. ESS. PRESSURE S>.fETY REOU!REMENlS FOR THE COUTRACTOR. OOSERVATION VISITS 10 THE sm BY 6. SDSM.ClOAD: J.PERfOR'-!ClASS!fIC ... Tim1mo1ESTINCOf -'CIJlB:111.I8.4 • RADIUS THE STRUCTURAL ENGINEER SHAU. NOT ltlCLUDE INSPECTION OF THE FOLLOWING ITEMS o) IIJPORTANT FACTOR, I- 1.0 CONTROU£0 rnuo M ... TERW.S D b) ~;i~~~isi~ ~~~s IN 7. DETAILS AND NOTES ON TYf>ICAL SHEE'IS SHALL APPL'!' UNL£SS SPEClnCALL'I' SHOWN ASSOCIATION m FLOOR TO FLOOR REINF. REINIORC!NG • OIH£FH,1SE. OE'IAILS OF CONSTRUCTION NOi fULL'I' SHOWtl SHA!.1. BE or THE SA.\IE A.~CH. ARCHITECT(URAl.) FTG. FOOTING REQUIR[O b) SPECTRAi.. RESPONSE ACCELERATIONS, Ss: I.OH ~\~-fORC[-R[SISTING W.TURt AS SHOWN FOR SIi.ill.AR CONDITIONS. TYPICAL DETAJLS ARE AT NO SCALE. FQUtlOATION REQD. 2. THE STRUCTURE SHO\IIN IN THESE ORAWIUGS IS STRUCTURAU.'1' SOUND OIILYIN ITS S, 20.J55 A.YERICAN'l'rt:LOING eoo• COMPLETE rORM •. THE DESIGN >OEOUACY ANO SArETY OR ERECTION BRACING. SHORiNG D "'' soc,rn Ill"'/J" G. FRNJ!NG TfMPORAR\' SUPPORTS, ETC. IS THE SOL£ R[SPONSIBIUTY OF THE CONTRACTOR, AND c)SIIECI.ASSO • 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF OIIJEtlSIONS OR DETAIL NIE NOT ClEAR, OR GAUGE S'C"H· EO. SCHEOULC HASNOTBE£NCONSIOEREOB'YTHESTRUCTlJRA!.EtiGINEER.THECOtITRACTOR!S D OISCR£PANCIES £X!ST ON THE DRAW",NGS OR SPECIFICATIONS. CONlACT THE ENGINEER. BO BOAAD "· GA!.VANIZEO SHEATHING d) SPECTRAi.. RESPONSE COffflCIENTS. S.Pf!JOR 10 PLIICO.l[NT Of ccarscure nu.to. • BF. BRACED FRAME "'-GF '· 'SH"T" . SHEET RESPONSIBI.£ FOi< lHE STASitlTY OF THE STRUCTURE PRIOR 10 THE APPLICATION OF O!ISEf!'l£SU8CRAOElo.NDY£R<Fl'lttAlSll[ D 9. SEE MECHAl'ilCAL. ELECTR;CAL, Al/0/0R ARCHITECIURAI. DRAWINGS rOR LOCATION AND BU<. BLOCK GOOD FOR SIIJ. SIMLAR ALL WAI.LS A/10 ROOr & flDOR SHEATHltlG. HE SHALL PRO~OE THE NECESSARY HAS8fENPRtPAAtDPROPLJ1LY. • SIZE Of PIPES. CONDUITS. FLOOR DRNNS. \/EtfTS. DUCTS, ORArN L£ADERS NIO BLKG. 8LOCKlt-lG G.L.8 GLUElA.,.BEAI.I SHORll[G BRACING JO PROVIDE STABILITY PRiOR TO THE APPUCAHON Of THE AFORE- ~) SEIS'-!IC OES!GN CATEGORY 0 l.l[NTIOUED M.AlfRW.S I) SEIS'-IIC-FORCE-RESISTING S'!'STE'-1. R "'N/A Y,:S OTHER S!Ul.AR OPENINGS NOT l~OICATEO ON THE STRUCTURAi. ORAYl1NGS. BOT. BOTTOM H.0. HOLOOWN SPEC VESPRETCICAL IFICATION •N/A b) !NSTAUATION ANO TEST!NGOf"PIL[fOUNOATIONS "i' D BLOG. BUILDING "" '""' "' J. Nl ERECTION PL.AN IS REOUIREO FOR MOST CONSTRUCTION PHASES. CONTRACTOR PERI8C1705.7 D â– 10.S[[ MECHANICAL. ELECTRICAL #ID/OR ARCHntCTURAI.. DRAWINGS FOR ['-!SEOI.IENT or BM. BW, H>JlG[R STAGGER SHALL DETERM"NE AU. CONSTRUCTION PHASES \'MICH REQUIRE ERECTION PUNS C, .,N/A • SOUS. ANCtlORS AND OTHER t.llSC[UANEOUS EMBE00£0 ITEMS NOT SttOWN ON H"O" R. HEADER S'T.D "' STANDARD B.N. BOUIOARY NAILJNG ACCORDING TO ALL >J>PUCABI.£ SArETY REGULATIONS. A CERTIFIED COP'!' OF SUCH g) ()[SIGN SASE St1EAR. V ,.II/A COl(T]NUOUS PERIOOi(;\tLY STRUCTURAI..ORA\\1NGS. C CHANNEL HT. H[IGtfl STL. srm ERECTION PLANS SHAl.L REMAIN ON THE CONSTRUCTION SITE AT AU. TIUES. OURINGIASK O\Jl!iN{; ClG CEILING HQRIZ. HORl20NTA1. STIFF STIFFENER h)SEISNICRESPONSECOEfflO[NT. Cs "'N/A USlEO TASKUSIEO 11.SEE PLUMBING & ARCHIEClU!W. Pl.MS FOR R[QU;RED SLAB WORK FOR FLOOR DRA:NS HSB. H!GHSTRENGTl-i STRUCl STRUCIURAl. 4 TEt.lPORNIY LOADJNG DURING CONSTRUCTION SHAU. NOi OVERLOAD DESIGN VAl.UES tz.rut CtR. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TIW)[S Of SUCH DESIGN VALUES i) EOtJIVAl.[UILATERAl..rDRCEANALYS!SPROCEOUREUSEO I.V{RlfYPIL[l,IAT[R~.Sl[SANDL[NCTliS OESIGN. fABRICATION ANO CONSTRUCTION SHALL COMPLY WfTH ALL ACCEPTt:O LOCAi. COL C"O"" LUNN BOLT so. SOUAAE THE USE Of ATV TYPE ~TERIAL HANOUUG EOU/PMErll IS PROHIBITED FROM USE COl,IPLYWITHttl[R[O\JIREWENTS D D • GOV[RNlNG CODES or THE PARTICULAR NIEA UNDER CONSTRUCTION. C.M.U. COICRffi IJ.ASONRY HS HIGH SIDE SYM. S'fl.lMETRICAL 7. FROST UN[ DEPTH ., 1'-6" • ON WOOD ROOFS ANO ELEVATED FLOORS I3. IHE DUTY OF THE [NGINEER TO CONDVCT COUSTRUCTION R[VjfW Of THE CONTRACJOR"S UNIT INCH TF TOPH»iGE 8. THE GOVERNING fl'UILOING CODE IS TH[ 2009 INTERW.TIONAl. BUILD.NG CODE (IBC) 2.DCTERl,llti[ C,t,f'..Cfll[S or TEST PIL(S lo.NO C.J COIISTRUCTION '" 1.0. INSIDEOw.lETER THK. THICK 5 THE CONTRACTOR SHAU. PROV,DE ATTACHED VISIBLE PLATES INDICATING THE DESIGN 9. BY ISSUING A BUILDING PERMIT. THE GOVfRNING BUILDING DEPARTMENT ~t=tii,J)l)ITJONJ.l.LO'-l)l[STS."5 D N/A PERfORIJANCE, If REQUIRED. IS NOT ltlT[NOED TO INCLUOE REVIEW Of THE ADEQUACY INTERiOR TS TUBE STEEL LOAOSJNALLSPACESASREOUIREDB'l'APPL~ILSAFtlYREGULATIONS.THE FOR THIS PROJECT IS APPROV1NG ALL LOADS ANO LOAf> FACTORS • 0) 1,1,\SQNRY CONSTRUCTION PER IBC 1705.4 1 CONC. CO"'NCR"' ffi J'"'ST. · JOIST U.8.C. UNIFORM OCCUPANl Of THE BUILDING SHALL BE RESPO!iSl8L£ FOR KE£PING !HE ACTUAL USTEO IN ITEMS 4b. â—„c. 5. 6. & 7 â– 14.:V T;~p~:~~~/~~o;~ u:sT~~- [:~IN~:R ~lDTH:EP~:~~:~~:; ~:ING COtlN. CONIIECT!ON 1000Ibs LO-'O BELOW THE AllOWABI.E LIMITS CONSTRUCTION SHALL 8[ OISTINGUISHEO FROM CONTINUOUS ANO OETAllED IUSPECTIO.~ COISTR. COISTRUCTION "W<.. "" L.AAIINATEO U.N.O ~~tt~~G Ng~g tO. N/A INO:CATES THAT THIS ITEM IS NOT Af'PUCABlE TO TlilS PROJECT D 6. CONTRACTOR SHALL 0£1ERMINE 1f A CALOSKA PERNIT IS REOUiREO. If SO, 11 SHAU. • Sf!MCES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERfORMED com. COtll!NllOUS ~ • UlS POUNDS OTHERWISE BE THE CONTRACTORS RESPONSIBIUTY TO OBTAJII SUCH PERMIT. REITR£NC[rDR B'I' DiE ENG!NEER WHETHER P[RrDRMEO PRIOR TO. OURltlG, OR AFTER COMPL[I\ON Of OOUBlE ANGL£ L.S. LOW SIDE VERT. \IERTICA!. 6 lt/SPECTKltl CRr:fR!,\ CONSTRUCnDN ARE P[RfORMED SOI.El.'!' FOR THE PURPOSE Of ASSISTING Ill QUALITY DE" MO. DEt,10LJSH LT.WT. LIGHT WEIGHT w WIDTH 7. THE LACK or A HIGH CUARDRA!L AT BUILDING PAIW'CTS FLOOR OPENING & ROOf j DESIGN CRITERIA--~- CONTROL AND IN ACHIE\I\NG CONfORMANCE \\1IH CONTRACT ORA.WINGS AND SPfCIFICA- OCT. OCTAlL LOl;GU:G'.t:lmOI. "'· \\1JGHT . nOPes ENINGS DOES UOT 1.1m CURRENT L'BOR CODE ron #l OCCUPIED SPACE. D TIONS, 8UT THE'!' 00 NOT GUMANTEE CONTRACTOR'S P[RfORMANCE A.'lD SHALL NOi ow:. DIAGONAL 1.1'" .B. IJACHINEBOI.T w.w.r. \\'[LOEOWIRE 0 ENGINITR RECO'-!MENDS TiiE US( or GUARDRAILS AT STATED LOCATIOttS. BE CONSTRUED ,-s SUPERVIS!ON or CONSTRUCTION DLA.(•) DWJETER MASONRY f"ABFUC u If GUARDRA:lS ARE NOT USED THE OWNERS SHALL ACCEPT fllll RES?ONS!BIUTY. 1. TH[ SOILS REPORT (SEE NOTE o&b BELOW WHERE APPUCA8L[) IN ITS ENTIRELY • ""'· Iu..nornm1.TliECONTRACTORSHALLPROVIDECL£ARLYtEGIBL.E SIGNSATTH[S[ SHALL BE INCLUDED AS PART OF THE CONTRACT OOCU~[NIS. THE CONTRACTOR 5. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAf[l'( REOUIR[- â–¡II.I. DIMENSION ""'· MAXlfJUM W.W.1.1. 111:lOEO WIRE ---"" LOCATIO!iS STATIUG "CAUTION: NO GUARDRAIL". IS RESPONSIBLE FOR READ!NG AND UNDERSTANDING ALL OF THE SOtLS REPORTS MENTS Of 0.S.H.A ANO ANY OTHER GOVERNMENTAi. ENTITY HAYING JURISDICTION. OBL. OOUBI.£ •F MOMENT FAAYE MESH E RECOt.!MENDATIONS. ALL OF THE SO:LS REPORTS RECOt.1t.1WOATIOUS MUST BE D • owe. DRAWING MTL METAL W.F. \\lDEfl.ANGE B. Al.L TtMPORAR'I' FLOOR AIID ROOF OP[NNCS LACKING GUARDRAILS SHRJ.. BE FOLLOWED. fOR RECO~MENOEO SOIL BEARING PRESSURE. FOUNOATIO.'i MATERIAL. c) INSIAUATION ANO TESTING Of PIER FOUNDATIONS Y,:S "i' 6. THESE DRAWIIIGS SHAU. BE CONSIDERED SUBSTANT!AI_LY COl,IPLETE. HOY.1VER. IT s THE EA (ACH t.llN MtNIMUM W/ ~rn '-===== .-Jl[OUATCLY covrnrn AND D(Sl~ED TO RESIST CONSTRUCTION TRAf'f1C tO-'OS. AND SITE GRADING SEE SOILS AND CEOlOGICAI. REPORT BY: PERI8Cl705.8 D E.N. EDGE NAILING N.T.S NOT TO SCALE ,s WOOO SCREW • ~~~~~:~LIT~ i:N~ ~~[~KC~~::~~ is~~El:tNl ~~~~ ~~ig ~_;__..:.__..:._ _ _;_ _;c..._.c;;,;c_c;'-'-7 ~ 9. CONTRACIOR SHALL 'v<RlfY THAT ALL SK'l'UGHJS AAE DESIGNED 10 WITH STANO NO SQ;LS REPORT HAS BEEN PROVHl£0 B'Y THE OWNER D THE tO-'OS SPEClnEO IN TH£ INTERNATIOtW. BUILOltlG CODE. • [ITKER SHOWN OR I/ffERREO HERON, THROUGtt PROPER ESTi\8LJSHE0 CONSTRUGTlotl ABBREVIATIONS PRACTICES 2 10_ IT SHALL BE THE RESPONSIBILJIY Of THE COrflRACTOR TO LOCATE ALL EXISTING UTILITIES D WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE DESIGN SOIL BEARING VA!.UE = ~ PSF. IBC TA.BL£ 1804.2 â– 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBlI FOR THE WORK M:O THE 1.0B'SERVCDAILUNCOPEAATIONSANOl,IA!t/TAIN CONlRACTORSHALLBEARALLEXPENSEOFREPl.lRORREl'lACEt.l[NTIN 2. EXISTING f"OOTING OR FOUNDATIONS WHICH MAY BE AfTECTEO BY ANY ~li~P\£1[ NlO I.CCUR_.,TE RECORDS fOR UCH D COORâ–¡,NATION or ALL TR.&DES AND COVERNING AGENCIES. A.'lO SHALL PRIMO[ CONJUNCTIONWITHDiEEXECUTIONOf"THISWOffK EXCAVAl!ON SHALL BE UNOERPINNEO ADEQUATELY OR OTHERWISE PROTECTED • ALL MATERIAL ANO I..ABOR SHOÂ¥iN OR rNfERREO OU THESE Pl.ANS. 11. MATERIAL USEC~ !HIS OES!GN MA'!' 8E HAlAROOUS TO ONES H[Al.Ttt. THE AGAINST SCTTLEMENI AUD SHALL BE PROTECfEO AGAltlST LATERAL MOVEMENT. ARl3.4 D c==J -STEEL [::TI:~81~1tl -NATIVE SOIL 2.vtRINPL,+.C£1,1[Nl LOO.IIONS AND ARTJ.6,1,. â– B. ALL t.tATERIAL ANO WORK PERFORUED SHALL CONrORt.l \\1TH THE REQUIREMENTS OF CONTRACTOR AND OWNER SHAU. ACCEPl ALL R(SPONSIB,UTY ANO SHALL POST J. nLLS USEO TO SUPPORT THE FOUNDATIONS or N;Y BUILDING OR STRUCTURE PLUMBHESS. CONFlfW P•ER OW.,ET[RS. BEU. nn INTERNATIONAL BU:LOiNG CODE OR OTHER OOVERNl'ffi CODES A.'-ID BUllDING SUCH WARNl'ffi OURlNG CONSTRUCTION. SHALL BE PLACED IN ACCORON;C[ WITH ACCEPTED ENGINEERING PRACTICE. A llW.!ElCR(ff.oPPUCl,BLE).LENGIHS. 12. THE CONTRACTOI<. DURiNG CONSTRUCTION, ANO THE OwtlER. DURING OCCUPANCY, SOIL INVEST/CATION REPORT N;O A REPORT OF SATISFACTORY PLAC!:MErll UIBEO'-IENT l~TO 8[D!l0CI( {If APPUCA8L[) D â– OROIWiCES. AU. REf(REttCE TO THE INl[Rt.AT!ONAl. BUILDING COD£ SHAU. 8( THE c==J -MASONRY c==] -ENGINEERED FILL SHAU. Of fill BOTH ACCEPTABLE TO THE BUILDING crnce. ANO THE tNGIN[ER • D LATEST AIXIPIEO EDITION ASSUME Al.L RESPO.~sI0;uTY FOR PflOf>ER ROOf MAIUTEtlANC[ TO INSURE ~ ... ~~UAT[ END BEARING STRATA PROPERROOfOR,IJNAGE OF RECORO SHALL BE SUBMITTED. A SOILS REPORT PROV10ES THE BUILDING 9. lHE CONTRACT ORAW:NGS ,v,m SPEClnCATIONS REPRES[Nl THE flMSHED STRUCTURE mo l'![,,;!';i\!;[d -AGGREGATE 1 J. THE COtlTRN::TOR !S RESPONSIBLE FOR ALL COIISTRUCTIOtl INCLUDING BUILDIIIG ERECIIOll DESIGN ENGINEER WITH SITC PREPARATION MO FOUNDATION OES/GN ART?.48 D DO NOi INDICAIE THE METHODS OF CONSIRUCIIO/l. THE CONTRACTOR SHALL SUPERVISE c==] -GROUT SAfETY. THE CONTRACTOR IS RESPONSlBI.£ fOR rOU.OWING ALL ERECl!ON LAWS ANO RECOW,IENOATIONS. ff THE BUILDING OWNER OR TENNANT AUTHORIZING THE B) STEEL CONSIRUCHON P£R I8C 1705.2 Alfl2.4H • AND O:RECT THE WORK Al'iD SHALL BE SOLELY RESPONSIBLE fOR co.~STRUCTION MEANS CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS REPORT TO THE GUlâ–¡ElJNES. If THE CONTRACTOR n:ELS THAT lt1E ERECTION OF THE STRUCTURE METHODS, TECHNKIUES. SEOU[NCES. ANO PROCEOURES. INCLUDING, 8UT NDI LJUITEO EUGINEER Of RECORD, THE OWNER OR TENNA.~1 AUTHORIZING THE CURRf.:NT TO c:::::;;:=:J -CONCRETE REPRES£NTED IN DiESE Pl.ANS 'MLL NOT t.lEET THOSE 1.AWS & GUIO[LJN[S. THC CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION. IS PROCEEDING Al REf[RENCEO BRACING ANO SHORING. OBSERVATION VISITS JO THE SITE BY f1ELO REPRESENlATIVES I -------- I -WOOD BLOCK CONlRACTOR t.lUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION ANO FABRICATION BEGINS THEIR OWN RISK ANO THIS ENGINEER ASSUMES NO RESPONSIBIUTY FOR TH£ STAAD/o<lD' or THE ARCHITECT OR ENGIN[ER SHAl.l. NOT INCLUDE INSPECTIONS or THE PRDIECTIVE POSSIBLE MOVEMENT"Of THE SOILS SUPPORTING THE BUILDING FOUNDATION. D MEASURES OR THE CONSTRUCTION PROCEDURES. A.'('( SUPPORT SERV.CES P£Rf0Rt.lED • BY TtiE ARCHITECT OR ENGINEER DURING !HE CONSIRUCII0.'-1 SHALL BE O!STINGU\SHED 1 >-< I -CONTINUOUS WOOD MEMBER 9 ADDITIONAL SAFETY NOTES •· '°"'"'"°'' soeeo,"" wooo '""'-' exrec sr ms, ,· ,so,c '"' FROM CONTINUOUS ANO OCT>JLfO INSPECTIOtl SERVICES WHICH ARE nJRNISH[O B'Y I . AOJACENTFIN!SHGR,l,OE. OTHERS.THESESUPPORTSER\IICESP£RFQRMEOB'l'THEA!iCHITECTO!lENGINEER. 1---'--------------------i 5. VAPOR BARRIER SHOULD CONFORM 'MTH ASTM C 775-85 STANDARD APPUC..SL£ .O.STl,1 WHETHER Of t.lATERIAL OR \\ORK, ANO FOR THE PURPOSE OF ASSISTING IN OUMffi' 1, TI-IESE C[NERAL NOTES SUPPLEMENT THE PROJECT SPECJflCATlONS. PRACTICE FOR SELECTION or VAPOR RETARDER fOR THERt.lAl._ INSUI.AT!ON. MATERIIJ.. YES N/A CONTROL ANO IN ACHIE'WIG CONfORM.4NC[ WITH CONTRACT OOCUIJENTS, DO NOT DETAIL~ [I REFER TO PROJECT SPECIFICATIONS FOR Af>DITIONAL REQUIREMENTS. SPEClflO,llONS; SEC1.2.2(e)~~ D GUARANTEE CONTRACTOR'S PERFORI.W-ICE ANO SHALL NOi SE COtlSl'RUED AS 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS o. D ■• _)V-DETAIL 2. STRUCTURAL DRAWINGS ARE INTENDED TO 8[ USED WITH AACHITtCTURAL, REPORT. G(NERAL SIT[ CLEARING SHOULD INCLUDE REMOVAL or ~-;360.SECTICN SUPERVISIOII OF CONSTRUCTION PLUMBING, ELECTRICAL. CML AND MECHANICAL DRAWINGS. THE CONTRACTOR VEGETATION: EXISTING UTIUTIES: STRUCTURES INCLUDING FOUNDATION; 20. WHERE A SECrlDN OR TYPICAL OCTAII. IS SHOWN fOR ON[ CONDITION. IT SHAl.l APPL'!' SHEET DRAWN ON RRMM IS RESPONSIBLE fOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP 8ASEMEN1 WALLS ANO fLOOflS; EXISTING STOCKPILE SOIL; TREES ANO b)~~~T~Rt"S FOR ALL UK[ 00 $'MILAR CONDITIONS UNLESS OTHERWISE ll'OIED. ARCHITECTS, PC DRAWINGS ANO \\'ORK. ASSOC!AT[D ROOT SYSTEMS; RUBBLE; RUBBISH; AND MN LOOSE ANO / OR D â– SATURATED MATERIAL. SITE STRIPPING SHOULO EXTEND TO A MIN:I.IUM DEPTH COMPLWICE REOlltREO ARl2.4 D â– 21.IT SHALL BE THE GErlERAL CONTRACTORS R[SPOtlSlBJUTY FOR THE SuPERVISION or ~------+(D~;-1 -- ~~~~[~~; 1317Executi1'861Vd,Sui!e200 J NO OPENING SHALL BE 1,/ADE IN ANY STRUCTURAL I.IOABER WITHOUT THE OF 2 TO 4- INCHES. OR UNTIL Al.L ORGANICS IN excess or J PERCENT B'I' AATJ.4 THE 'IIORK Ofl POSStBlI OM!SSIONS SHOWN OR INrERREO ON TH[S[ Pl.AMS ?.INSf'CCTIOHOf WRITTEN APPROVAL Of THE (NGltlEER OF RECORD. VOlUIJ[ ARE REMOVED. OE[PER STRIPPING MAY BE REQUIRED IN LOCALIZED HICH-ST!IENCTH BOll•NC: 22.CONNECTIOIIS or ALL IT[US SUPPORTED B'I' THE STRUCTURAi. ARE THE RESPONSIBIUTY ~~;22-~28~fux r'~tJ~ AREAS. THESC MAlER!ALS WILL NOT BE SU!TABLE FOR USE AS ENGINEERED d)W!:LOIHGOf ART2.4 â– 4. NO CHANGE IN SIZE OR OIM[NS!ON OF STRUCTURAL MEMBERS SHALL BE FILL R[INfORCINCBAAS ARTJ.4 D Of THE D!SCIPUUES Wl-!0 ARE t.l>J<ING THESE ATTACHUENTS. THESE ATTACHMENTS ~X __J SECTION CUT MAO[ WITHOUT TH[ WRrTTEN APPROVAL or TH[ ENGINEER OF RECORD. SHAI..LBEOESIGNEDTORES!STAU.GRAV.T'l'.WiND.S[ISMIC.THERMALLOAOS,ETC ~ REFERENCE 7. DN/EVE0 LOP ANO MAINTAIN SITE GRADES WlilCH WILL RAPIDLY DRAIN SURfACE 5 OPENINGS 1"-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ROOF RUNOFF AWAY FR01,.1 FOUNDATIONS ANO fLOOR Su.BS - BOTH e) ~~~t~~!HG 2J.GENERAI..CONTRACTOR SHALL NOTifY ENGINEER AND ARCH1TECT IUIJEOIATEL'I' Of"Nf'f ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL ANO DURING ANO AFTER CONSTRUCTION. ADJACE'NT or Al LEAST 5· AWAY fROM (TWPERATURE BHOW ART1.8C D • DISCREPANCIES rouec WITHlN THE CONTRACT OOCUUENIS. FOOTING & COLUMN STRUCTURES TO PRECLUDE POUNDING Of WATER ADJACENT TO FOUNDATIONS. AA11.80 MECHANICAL ORAW!NGS FOR SUCH OPENINGS. :Jfffug: HOT 24. CONCRETE St..AB-ON-GRIJ)( HAS tlOT BE[N DESIGNED FOR CONSTRUCTION LOADS OR SCHEDULE ITEM 6 THE CONTRACTOR IS RESPONSIBLE FOR LJI.IITING TH[ AMOUNT OF 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSAA'I' TO (T[l,IPERATURE/&J'Vt: SPEClnc OCCUPANT SERVICE lQ.IJ)S 8Y !HIS ENCINEER. CONSTRUCTION LOAf> IMPOSED UPON STRUCTURAi. f"RA.YING. SUPPORT CUT ANO / OR fill BANKS DURING EXCAVATION. ANO FOR 90"f) 25.VIBRATJONAL UTICTS or l.!ECHA.'f!CAL EOUIPMENI HA\IE NOi 8EErl CONSIDEREO BY THIS SHEARWALL CONSTRUCTION LOAf>S SHALL NOT EXCEEO THE OESIGN CAPACITY or FORM.NG ANO PLACEMENT OF CONCRETE. CENERAl CONTRACTOR N-10 f}IJ>PUCATICN NfO ENGINEER - SCHEDULE ITEM CONCRETE sue- CONTRACTOR SHALL REVIEW ANO FN,jllJARIZ[ TtiEMSELVES THE FRAYING AT TH[ TIYE THE LOADS ARE IMPOS£0. WITH THE SOILS REPORT.a. 1,i(J,SuRt1,1£NTOf D â– 26.NOITS ANO DCTAllS ON ORAWINGS SHALL JAK[ PRECED£NCE 0\/ER TKESE GENERAL NOTES PR[SIRESS!NCfORC[ 7. TH[ STRUClURE IS DESIGNED 10 fUNCTION AS A UNIT UPON COMPLCTION. 9 VERIFY 8UiLOING ORIENTATION & PLACEMENT Ot-1 THE S!T[ 'MTH THE 27.CONSTRUCTION ANO MATtRIAI. SHAU. COMPLY WITH AND BE INSTA!.L[D IN ACCORDNICE THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEt.lPORAR'I' J, PRiOR TO Cll'OUTING. Tl<E FOLL0"'1NG SHIJ.L OE VERtflEO TO 111TH ALL !HE REOUIREMENIS or All l[GAI.LY CONSTITUTED PUBLIC AUTHORITIES APPROVED PROJECT SITE PLAN. THE PROJECT SITE PLAN SUPERSEOCS NORTH ENSUA[CO....PUAl>CE BRACING AND / OR SUPPORT THAT MAY BE REOUIREO AS THE RESULT or ARROW SHOWN ON THE STRUCTURAL PL.ANS. 1-'-"'~='"~u~=J~":c_~~':::g_"_'"~--~-~·~~=:'=-~-o_,_~_â„¢~oâ–¡â– HA~NG JURISDICTION. INCLUDING ALL COUNTY MiO LOCAL ORDINANCES. AND nc SAFETY THE CONTRACTORS CONSTRUCTION t.lETHODS ANO / OR SEOUENCE. 10. A LE'ITER f"ROt.l SOIL ENGINEER SHALL BE PROVIDED CONFIRMING TtlAT THE •.MATLRW.vtRlflCATIONOf D WELD nLL£R WTER!ALS â– 28.:E:::;[N:~ :~A:t::~::,:::' o~OM,;~~~~~ ~s~ESE DOCUMENTS SH&L 1-mm 11--:1m1 FOUNDATIONS PLAN. CIWIING PLAN. ANO SPECIFICATIONS HAVE BEEN 8. 00 NOT SCALE THESE DRAWINGS. USE Olt.l[NSIONS. REVIEWED ANO THAT IT KAS BEEN DE'IERMINEO THAT THE RECOMMENDATIONS b)PtACrwrnTor BE HER£ DEFINED TO MEAN G£NERAL ACCEPT.At-ICE OR REVIEW AtlO SHALL NOT REUEYE -- -- -------f'x\ - INDICATES NEW BUILDING RtlNfORCE'-'EITTAAD 9. CONTRACTOR"S CONSTRUCTION ANO / OR ERECTION SEQUENCES IN THE SOILS REPORT ARE PROPERLY !NCORPOW.TION INTO THE Pl.ANS. A/SCJ60.SECTION CONNECTORSA.'<0 TH[ CONTRACTOR ANO / OR HIS SUBCONTRACTORS or Nf( LWIUTY IN FURNtSHiNG ~ GRID UNE. SHALL RECOGNIZE AND CONSIDER THE EFFECTS or THERMAL 11. CONTINUOUS ANO PAO fOOTINGS SHOULD HA\lf A MINIMUM [MBEQM[NI m D D â– PR[STR[SSINC D • TliEREOUIREOt.tATERIAI.SORlABOOSP[Cffl[O . &: MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS Of DEPTH AS SPECIFIED IN THE fOOTING SCHEDULE ('T"J OR NOTED IN THE TLNOONS.ANO 29.CONSTRUCT THOSE fEAT\JRES OF THE PROJECT. WHICH MAY NOT BE f"UllY SHOWN. IN P'-"NS BELOW ROUGH PAO GRADE OR ADJACENT EXTERIOR GRADE, V,l1ICH[V[R _.,IICttOIWJ[S A ~.~E.R SINILAR JO THAI USED FOR Sll,1ILAR FEATURES. ____ _______/i\- INDICATES EXISTING BUILOJNG STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. IS LO\\'ER. THE ENGINEER MUST BE NOTIFIED IF TliERE IS A OlSCREPANCY D D â– c)PROPORnDNSOf JO.SHALSOSP[Clf1CAT!ONS.V.li(REAVNLABLE. ~ GRID LINE. 1 D. THE CONTRACTOR SHALL INFORM THE ENG!NEER OF RECORD IN WRtT!NG BETWEEN THE SOILS REPORT0· REQUIREMENTS ANO THE STRUCTURAL PLANS. SIT[-PR[PARt:0 OF ANY Q[\IIATIQN FROM THE CONTRACT OOCUM[NTS. TH[ CONTRACTOR CROUTANO â– - INDICATES A MOMENT SHALL NOT BE RELIEVED OF THE RESPONSIBILITY Of SUCH OEVIATION 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CML & PRESTRESS!NGGROUT D Jl.:~ ~~:iRrn o:"t~t6~ ~~ ;~;_ONSIBIUTY fOR Tit[ SUPERVISION or THE WORK OR HI.- BY THE ENGINEER OF RECORD, REVIEW OF SHOP ORAWINGS, PRODUCT ARCHITECTURAL PLANS. WITH RESPECT TO GRADE, WITH THE FOUNDATION f0R80HOCD CONNECTION PLAN. THIS INCLUDES. BUT IS NOT LIMITED TO, COORDINATING ALL REQUIRED TENDONS J2.CONTRACTOR IS TO VERIFY Al.l DIMENSIONS PRIOR TO BEGINtl,tlG or CONSTRUCTION. DATA. ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE STEP FOOTING LOCATIONS BASED ON THE GUIDE LJNES IN THE STEPPED o)SIRUCIURAl.STEEL: A.'N DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH ENGINEER or RECORD OF SUCH DEVIATION Al THE TIM[ or d)CONSTRIJCTIONOF" CONCRETE FOOTING DETAIL BETWEEU THE REQUIR[Q FINAL GRADING / CIVIL 1)C01,1Pl[l[1o.NOPARl11J.. '-IORTARJOINTS D â– \\'ORK. COORDINATE STRUCTURAL OIM[NSIONS \rllIH ARCHITECTURAi. FLOOR Pl.AAS. 3 :SYMBOLS SUBMISSION. ANO TH[ ENGINEER OF RECORD HAS GIV£N WRITTEN PLANS & ARCHITECTURAI. Pl.ANS ANO FOOTING/ fOUNDATION LAYOUT. Nff ELCVATIONS.SECTIONS.OETAILSETC. APPROVAL TO TH[ SPECIFIC DEVIATION. DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE ~~AATIONCROOVC D <.CROUTPU.C[I.O[NTSHALI. ANY CONSTRucnON BECINS • 8[\/{R<nEoTOENSUR[ JJ.lHESTRUCTURALSYSTEIJSI\AVEOCENDESIGNEDTOCAARYTHESUP(RIMPOSEOLJV( 11 THE CONTRACTOR MUST ENSURE THAT MANUFACTURED {[NCINEEREO 1)MULTIP"5S flLLE1WELDS. D COVPLl,•NCE l't1TH COO£ D â– LOADS >S PRESCRIBED 8'1' TH[ BUILDING CODE mo IN ll:CDRDANCE Vl1TH STANDARD BY OTHERS) ROOF & fLOOR FRAMING IS DESIGNED TO RESIST UPUFT 1 J. THE EXT£RIOR f"LATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT • AHO CONSTRUCHOH ENGINURISG PRACTICES, Y.1TH NO SPECIAL PROVISIO/,IS fOR CARRYIIIG CONC£NIRATED DCICU/,IENTPff(Ms,oNS LOAf>S DURING & AFTER CONSTRUCTION. INDEPENO[NTL 'I' Of" THE WALLS AND FOUNDATION S'l'STEM LO>DS FROM STORAGE AND HANOLWG OF CONSTRUCTION MATtRW.S Oil FROM OPERATIOt-4 J)Slt!CL[P_.,SSFlLLET [XISJING CONSTRICTION NOTES· SEE CML / ARCH. PLANS FOR EXTERIOR fLAT'NORK INFO. Yi[LDS:,.5/16" D o)GROUll!iGOf Of CONSTRUCTION EQUIPMENT. THE CONlRAClOR SHALL PROVIDE ALL SOffOWING. 14. THE GEOTECHINICA!. ENGINEER SHALL SUBMIT A WRITTEN STAfEM[NT WITH A • PRESTRESSIHG D â– BRACING. ANO SHORING SYSTEMS AS REQU!REO FOR INSTAU..AIION, STAS:LJJY, ANO SAfETY 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE BONDEDTtNOOIIS Of NEW WORK AND PROVIDE PROTECTION AS REQUIRED fOR !HE SAFETY OF PED£STRIANS 4)SlfiCLEP"5SFltLCT 13. THE CONTRACTOR SHALL FIEI.O VERIFY ALL EXISTING JOB CONDITIONS. PART OF THE PROJECT SUMMARIZING THE TEST RESULTS / ITEMS WELDS5.!>j16• D ~PREP.oiU.TIONOfANY A.'iO JOB SITE PERSONNEL AT ALL TIMES, DiE CONTRACTOR SHALL BE SOI.ELY NID REVIEW ALL DRAWINGS ANO VERIFY 0IM[NS10NS. ELEVATION, ANO MEMBER MONITORED wm-1 THE SPECIFIC REQUIREMENTS. • REOIJ,REOCROUT COt.lP!.CTEL'I' RESPONSIBLE FOR THE CONDIIIOOS OF THE JOB SIi[ INCLUOJNG SAf(TY S.PECll,l[NS.UORTNI Of PERSONS MD PROPERTY. mo EXJST(!IG CONSTRUCTION AND 1,1,\T(RIALS FROI.I >OVERSE SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR ,on: !>)~~ANOROOfDECII D SPECI1,1ENS "-'-10/0R D â– CONOIIIONS ANO THE CO.'-ITRACTOR SHALL PROJ[Cl NEW DAMAGE SHALL NOTIFY THE ENGINEER or RECORD IN WRITlt-lG OF ALL l'!IISl.<5SttALL8[ DISCREPANCIES AND EXCEPTIONS BEFORE PROCEED!NG WITH TH£ WORK. g_ If NO SOILS REPORT HAS BEEN PRDV1DED B'I' THE OWNER OR TENtWH • Ol!S{RV£o J4.IT IS THE RESPONSiBllfTY Of THE CONTRACTOR, ARCHITECT, MECHANICAi. ENGINEER. A.~0 AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOT[ 1, l 4. THE REMOVAL, CUTTING DRILLING, £TC. OF EXISTING CONSTRUCTION SHALL THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION BY b)REINFORCINGSIEEL; 6.COUPL\"-'ICE"MTH OTHERS O[StGllERS or THE BUILDINGS HEATING. COOUNG. & VfNIAJ.Al\ON SYSJ(l,I JO BE PERrDRMED WITH GREAT CARE IN ORDER NOT TO JEOPAROIZ[ THE PROCEEDING Wllll CONSTRUCTION. IS PROCEEDING AT THEIR OWN RISK REOUIREOrNSPECTION ENSURETHATDiESTRUCT\JREDETAILSINTtl£S[PLANS\\llLNOT8EEXPOS£0TO STRUCTURAL INT[GR!TY OF ltt[ BUILOlt-lG STRUCTURAL SYSTEM. JF ANO THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THC POSSIBLE PROVISKlNSOfltlE HAANfUL (TO TH( STRUCTURE ANO / OR ns OCCUPANTS) M'.:CUMULATION or UOISTUR[ ,.WSOl.4 CONSTRUCIKlN D â– & Otti[R HARMnJL SUBSTANCES THAT COULD L[AI) TO HARlilf"UL / OESTRUCII\IE MOI.D. STRUCTURAL t.lEMBERS OR N[CHANICAL. ELECTRICAL, OR ARCHITECTURAL MOV[l,l[Nl or THE SOILS SUPPORTING THE BUILDING fOUNOATION. If NO ..Cl J!8:J.~.? D D{)CUIJ[NlSlo.NOIH[ FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH ne NEW WORK. SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT • APPROV[OSUBMITTALS MllDEW, CORROSION, ETC. BUILD UP ON STRUCTURAL MEMBERS. THE ENGINEER OF RECORD SHAlL 8[ IMMEOIATEL Y NOTIFIED ANO PRIOR REFERENCE IN NOTES 3,6,8,10 & 11. SHN.L B[V[RlflEO J5. IN TttESE PI.NIS TllERE IS NO D!Sl!NCIION BET\lr'([N POSTS & COlUMNS BASED ON WRITTEN APPROVAi.. SHALL BE OBTAJN[O BEFORE REMOVAL OR MOOlnCATIOI b. THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROV10EO FOR OSHA DffiNffiONS. THE CONTRACTOR IS RESPONSIBLE FOR 0£T£RMINNG THE or MEMBERS. All PROJECTS !N SEISMIC DESIGN CATAGORIES C-F. BY PROCEED!NG YES NO N/1. CLASSIFICATION OF EACH "\-tRTICAL" N[UBER ANO fOl.lOMNG THE REQUIRED OSKA WlTH CONSTRUCTION THE OWNER OR TENANl AU7KORl2ING THE CURRENT E) WOOD CONSTRUCTION PER 18C 1705.10.1 D â– D ERECTION CUIDELJN[S. SEE NOT£ lJ ON AODffiONAl. SAFETY NOTE'S FOR MOR:E INFO. 15. TH[ CONTRACTOR SHALL PROMPTLY REPAIR OA.\IAG[ TO EXISTING FRMllNG CONSTRUCTION MUST OBTAIN WRITTEN PERMISSION FRO!I THE GOVERNING CAUSED DURING CONSTRUCTlON WITH SIMILAR MATERIALS AND WORKl,IANSHIP. BUILDING OEPARTl,IENI TO PROCEEO W/ CONSTRUCTION W/0 A SOILS AWS 0\.4 D 0) HIGl-1-LOAO DW'HRAG.Y: INSPECT WOOD STRUCTURAL PAN(L SH[ATH!NG TO J6.0RAWINGS OF SPECIFIC DETAJLS ON THE DRAWINGS INDICATE TH[ INTENT OF TH[ CONTACT TH[ [NGIN[ER or RECORD TO VERIFY TH[ PROPOSEO REPAJR REPORT & TO USE THE BUILDING CODE TA.BIL 180(.2 FOR sou DESIGN ol.CIJ18·J.5.2 • ASCERTAIN WHCTHER IT IS THE GRADE MD THICKNESS SHOWN ON TH[ 1.PPROYCO STRUCTURAL OESIGN ANO IN MOST CASES. ARE TYPICAL CONOllONS OR VER'!' SOLUTION. VALUES. BUILDING PLANS AND VfRIFY THE NOMINAi.. SIZE or rHAM;NG MUIBERS AT SIMILAR TO OTHER D£TAILS. TYPICAL CONDITIONS NOi tlECESSARILY NOTED AS 15 A0JOIN11NG PANEL EDGES, lHE /iAIL OR STAPLE OtAYCTER ANO LENGTH. THE TYPICAL. SHALL BE CONSIDERED AS lYPICAL FOR OTHER CONOIT!ONS. · ~~~s~~~~cio~R ~uJi1m~f~~ 1~~,1~~~~E~~~;n1i tEr~~~~gAf. UNITS 7 / FOUNDATION NOTES NUMBER OF FASTENER LINES MO "JHAT THE SPACINC BETWEEN FASTENERS IN 37.QUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (ORA.WING EACH LINE AND AT EOG[ MARGINS AGREES WITH TH[ APPROVED BUILD!NG Pl.MS. AND SPECIFICATIONS) CONT£"4PlATES FURTHER COOPERATION AMONG ALL PARTIES • F) [~PANSION / ADHESIVE MCHORS lN CONCRffi OR t.!ASONRY . . • â–¡ D ~[~~· ~Ac:c~E~D pf~~6'J~~gT~:: .. t~tti~~E~~~~l~~g(G~[~~c~~CN ~~1~~~~~01i{~~o£~}[~!G~L~r~~~Lilixi!i£Z;i~~~ffl~~GARNEO\_'.'.___t================l 1---::-:",:--,-::-:-~:-'-""-~:-+, --+----+-"~=-:=:~=~~!=: ·=-:---i ~ â– OEIJOl ITIQN SHORING NOTES· (If IH[Y AR[ R[QUIR[D 8Y TH[S[ PLANS OR REQUIRED DURING CONSTRUCTION) CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND MY STRUCTURAL 5. ,-PPROVED FABRICATORS; (MUST SUBNIT CERTIFICATE Of COMPUANCE TO DISCREPA."lC'I' SHALL BE REPORTED IMl,IEDIATELY TO TI-tE ENGINEER WHOSE 17. THE CONTRACTOR IS SOLELY RESPONSIBLE fOR Tit[ t.lEANS ANO METHODS 6rNSP[CilONOfSTfELfRMl[JOINTDCT1'LSfORCOUPL.W<C[ THE BUILDING OfflCAL PER IBC 1704.2.5.2 r:~l~~~;T~;E~~ g~R~~AlTH~S~l~r;~c~ ;_~T PBR~~~~H~~ 1~E DEEMED or ALL DEMOLITION WORK ANO FOR PROVIDING ALL NEC(SSAR'I' TrMPORARY 1--":c'":..:"':..:"':::"":::::_":::~:::'m="='"=OO::,.::::DD:::'"="'::cms:;· __ ~------, YES NO N/A. ~r~-~S~~iIiw~~~r:;/u~~- AS SffiUCTURAL STEEL. â– Q O TO HAVE BEEN BIO IN THE "40RE COSTLY MANNER. SHORING. BRACING ANO PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF All EXISTING ELEMENTS ANO STRUCTURE TO REMAIN D D â– 6. STRUCTURAL OBSERVATION REQUIRED . . .â–¡ â– 0 1---l~G-E~N~E=R~,~ AL~~N~O~T=·=cs~------+ TrMPORARY SliQRING ANO BRACING SHALL BE Af>EOUAT[ TO RESIST ALL I 0 APPLIED LOAf>S INCLUDING DEAD LOAD. LIVE LOADS. SNOW LOAf>S AND ;:_: ~~~~~;° ~( ;~~7N:~t6~E~E~~R~H{E~~t~~ ~G~· :;:~ ~s"c;tL&.TES. 4 ! M =-~'~ IC='~ _, CONSTRUCTION LOADS. TO PROVIDE STAB;UTY, AND TO PROVIDE FOR b)!,0(1,18£R LOCAllOHS. sheet D D â– INC. TO P[RrQRM STRUCTURAL OBSERVATION AS DEflNED IN IBC 1704.5. AND RESISTANCE TO WINO ANO SEISMIC FORCES UNTtL #ff REQUIRED AT TH[ INSTANCES LISTED BELOW (o). PLEASE PROVIDE 2 WEEKS NOTICE It. YODif"ICATlONS TO THE STRUCTURE ARE COYPLETEO. D D â– l'r'RllNG PRIOR TO NEEDING ALL INSPECTIONS. 10 / MISCELLANEOUS ,) ----------------- I S1.1 5 I SPECIAL INSPECTION_!'JOTES _ of I. ALL CONCRITr t.lATERW. ANO II i' SHA!.l CONFOR'-1 AT AC! J18-11 1. RDllfORCEMENT, SHALL BE OEFORMEO R[INrORCWEHT, EXCEPT TttAl PLAIN ANCONOCTOR[T[ ALLfORR EOU8U!RILO.OI.INENGSTS. OC~rCf,. P, ~ MOOlro.flESD P[C/JV lrtCATHTE IONSUSPf'OOPL(t.lSENT TRUCruRAL REINFORCEMENT MAY BE USED FOR SPIRALS. L ALlllL ( C20ON12 CRCT!NTEE R1,1NA.ATT[IOR~ IALS BANUIO LDWINORG KCIJOANDE SUITO P ALSHL AU R[OCUO:RNWfORENM TS TO or CIIAACPI TER 3181-9 11o, r REOUrRD.IENTS BELOW. A OR G 2. REINfORCEMENT SHALL COlffOR1,1 10 ASW A 615. REL'lfORCING BARS SPECIFICATIONS fOR SIRUCIURAL CONCR£1E FOR BUILDINGS, EXCEPl AS MODIFIED 2. SH COi;CR(JE NOT(S ON 511[£1 S1.7 fORAOOITIOIW. INfORt.lAIION. FOR CONCRETE. BY THE SUPPLEYEIIT REOLIIREO BELOW J. If l,IOiSIURE BARRIER IS REOUIRW 8Y SO'l.S ENC!N[[R OR AllCHITECl, PRtMDE :T(Râ„¢tJc~NA,T~[ ~ R(ltJQ;wl lf()RCIHG ._ _ °" ..... ,,...m, r J R[lrlfORClNG BARS SHALL HAVE THE fOU.OWING SPECIFIED l1ELD STRENCTHS· 2. '-IIX DESIGN R[OUIREt.lENTS: 2" IJ N:IIUM CO!JPACIABLE CRNMAR fill O','[fl BAARJER UNLESS OTHER"MSE 0 • f!NISIIEO ltlSID[ BEND DIA a) COtlCRCTE MIX SHALL BE PlACEO WITH THE FOLLOWING CEMENT NOTED IN SOIL REPORT. 0 • 60b FOR fJ THROUGH f8 ~~ ~g. ~ ~~g ~~~R = ::~: ~ }~= :~ TYPES. MAXl'-lUI/ WATER/CEIJENT RATtOS. COMPRESSIVE S.TRCNGTHS MIX OCSlCN R(OIJlf!EMttflS: SAW-C\JT COIITROI. JO'.NI, (re). ANO l,IA)(IMUM SIZE AGGREGATE:. SULfATE EXPOSURE SHALL BE o) IHE Cot<CREI[ SUPPUER IIUSI Bu.R !HE TOTAL RESPONSl8 UlY 1.,,.1 flL.LJO:ut W/ (~TOl.l(R,C 0 ,. 80D FOR f9, #10, AND fl 1 NOT[: A706 GR>Ll( 60 MAY BE SUBSTITUTED rOR a) & b) REINFORCING. OBTAINEO DIRECTLY BY 1HE CONTRACTOR fROIA lHE PROJECT'S THE UIX DESIGNS WIU. ATTAJN THE REQUIRED STRENGTH ANO ACCEPIABLE nuee. 0 '" ,oob FOR f\4 ANO f1B 4. WELDED SMOOTH WlRE FAElRtC fOR CONCRITE R[INfORCEM[Nl" SHALL SOILS [NGIN[[R AT THE TIME or THC BUILDING PADS SHRINIQ,C[CKAA,1,CT[RISTlCS.ACCEPT.V.CEOfl.l1XOESICio18YTHEENCINEER CONfOR/,1 TO ASTW 185. GRADE 65 fOR PLAIN WIRE AND AS"TM M97 GR>DE CONSTRUCTION WILLBEll.O.SEDONLYONCONfORWllCEDrSPEClflEDDESICNSIR(NGTH, SLAB-S[CfOUNOATl()N 0I'-lENS!ON or STANDARD 180-0EG 01'-lENSION or STNIDARD 90-0[G 75 FOR O[f0RM[O WIRE AL.I. LAPS TO BE AT LEAST TWO CROSS V.1R[S. OES!GNSLUUP,.V.DAGGRECAT£SIZE. Pl.AN FOR YORE INFO. ~ 1---"HO"-'O,"KS"-, '-'ML"--"G"'"'F°'"-S--,ll---"HO"-'O"KS"-, c;""-=---a'"°='"-'--1 5. ALL WELDE:O REBAR SHALL BE ASTM A706.•U.N.0 b) SEE l#&E UNOER CONCREI[ NOTES ON TH,S SHl:El FOR CONCRElE AORG O AORG STRENGTH R(OUIR[M(NlS. ,, * PR[HEAI THE REBAR If R£OUIR£0 BY AWS ,. s· ,· 2 11•· .,· . 2 1/â—„" (BAS£0 ON THE CARBON CO/HENT Of THE REBAR) 5/8" SUOOIH ROO • 16" LONG W/ SAW CUI 6. Al lHE TIY[ CONCRIT[ rs PU.CEO, REINFORCEMENT SHAI.L BE fR(E fROM (1'10S (n.JU'l'CRrASEO O 24"0.C. UIPRE- ,, 7" 5· 3 3/â—„" 3 3/â—„" eun. OIL OR OTHER NONMElALLIC COATING !HAI DECREASE BONO. EPOXY MA.'lurACruRED DOWCl. BASKCT ASS[IJBl'l'. S(E ,, COAllNG Of BARS IN .-C:COROANCE WITH ACI 318-11 SECTION 7.â—„ SHALl BE NOlt~fOIIADDOIONALINfORtJ,i,TION 8" 6" 4 1/2" 1·-0· • 1/2" SfffOUttOAIIONl>l.N< PERMITTED. ONLY IN SUBS W/ RONrORCING BARS 10· r 5 1;4· l'-2" s 11•· rQR w.ROra< Nf .. ao(ROno~11 f. TO 7. REINfORC[IJENT, PRESTRESSING TENDONS ANO DUCTS SHALL BE ACCURATELY ' no. PlACEO ANO ADEQUATELY SUPPOfHEO BffORE CONCRElE IS PLAC[O, AND b) WHEN TI-IE RATE or CVAPORATION [XCE(OS 0.2 POUNDS PER SQUAA( SAW-CUT CONTROL JOiNT. ,, ,· A!JNf.) INOl PER HOUR. TI-I~ CONTRACTOR SW.U. TN<[ THE NECESSARY nu JO:NT W/ EU,STO"ER;C ,, SHALL BE SECURED AGAINST OISPLACEUCNT WlTHlN TOLERANCES. PRECAUTIONS .-.c.-lNST P~TlC stiRIN!WX CRACKING AS OESCRIEIED FILLER. 1·-r 9 1;2· TOLERANCE FOR DEPTH d. ANO MINIVUM CONCRETE COVER IN Fl[)IURAl. IN ACI JOSR. 5 _PIPE PENETRATION AT FOOTING__ ' "1EMBERS, WALLS. ANO COMPRESSION MWB[RS SHAU BE AS. FOLLOWS.: t'-10· 10 3/•" SLJ,8-Si:EfOU~l!ON .,. ' NO SCAL( ~-----~-10-L[ CE_ON-~-,o-LE_RAN_C_E -o.-~ PiANFORMORflNfO. ''° 2·-0· 2·-r d MINIMUM '" 18 ,.11. •· 3" SEE REINFORCIN CONCRCT[ COVER * SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MiNIMUM f'c. CUlE\IERYOTHERR[INfOIWNGSAR(BNIS '" 3'-5" L SCHEDULE FOR SPLICE WHERE SULFATES ARE PRESENT. THE A80VE TABLE SHALL GOVERN IF THE RUNN:NC P[Rf'ENO!CUlAA TO TliE SAW C\JT LENGTH ANO INFO. d ..s; B" ± J/8" - 3/8" TABLE VAI.UES ARE HIGtl[R. WALLS f'c ALSO IS APPUCAJJLf rDR RETAINING WAJ..L.S CONTROL J01"'1') ,· E.S. or CONTROL JOINT SIHI CONJRQI IQltfl-QPJION 2 (2" TOTAL) d > 8" ± 1;2· - 1/2" b) CONCR[l( SLUMP Stw.L BE DESIGtlEO TO•·. All CONCRETE \\1TH SLUMPS EXTEND R[lNfORCEMEl'ft Of ~ _._,--_- __ -_-_. __ - _ _ IN EXCESS Of 5" SHALL B[ REJECTED AtlO NOT USEO. O'lo'N[R ll'(CHOOSE THIS OPIJONO~Of'llON 1 EXCEPT THAT TOLERANCE FOR THE CLEAR OISlN!C[ TO FORM[O sorms c) TH[ CONCRCTE SUPPUCR I.IUST BEAR THE TOTAL RCSPONSIEIILITY THAT TH[ SMALL CR.AOC 01:AM INTO l ... ...,, LARGER GRADE BEAM />S .~__; ~ SHAU BE ,mlUS 1/â—„" {6.4 mm) ANO TOLERNICE FOR COVER SHALL NOi I.II)( DESIGNS \\1U. ATTA!l-f THE REQUIRED STRENGTH AND SHRINKAGE EXCEEO MlNUS ON[ THIRD THE MINIMUM CONCRETE COVER REOUIREO BY THE CHARACTERJSTICS. ACCEPTANCE OF Ml)I DESIGN Will BE BASED ONLY ON EKISTING '" --~o~;;-_J .J~< .::l APPROV£0 Pl..>JlS OR SPEClflCATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH ANO DESIGN SLUMP. FOO'TI""NG °' (If 9. TOL£RANC[ FOR LONGITUO!NAL LOCATION Of srnos ANO ENOS or REINFORCEMENT 3. PIP[ I.IAY PASS THROUGH SffiUCTURAL CONCRETE IN StfEVES, BUT SHALL NOT BE N'PLICAIILE) '0,0 " tt - SHAU. BE ±2" (±51 mm) EXCEPT AT OISCONm.uous ENOS or l,l[l,IB[RS EMBEDDED THEREIN. SL(EVES SHALL BE WRAPP[O v.mt EXPANSION JOINT FILLER WttERE TOLERANCE SHN.L BE ±1/2" (±12.7 mm). I.IATERIAL TO Al.LOW CONCRCTC TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS .. sec RBNfORCINC DETAIL EXCEEOIIIG 0/l[-THIRO THE SLAB OR WAl.L THICKNESS SHALL NOT BE IN fORREEIARL.N'Slf 10. ALL 01.',IENSIONS SHOWN FOR LOCATION or REINFORCING STEEL ARE TO fAC[ Of STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANJCAI. ANO / OR REEl,I.RISREOUIREOAS BAA ANO DENOTE Cl.CAR COVERAGE. UNLCSS SPEClncAL.LY NOT[O, CONCRCTE ELECffi!CAI. ORAl'llNGS FOR LOCATION Of SLEEVES, ACCESSORIES, ETC. SLABR£!NfORC[.>,1[NT tt--~---7 J COVERAGE SHAU. 8[ AS FOLLOV.'S: comJIOLJOiNT @) CON"TROL JOINT CONCREIE CAST ACA/NST AND PER/,1.AN[NTLY EXPOSED TO EARTH: ,• •· All RONfORCltl(; STEEL. \\1RE MESH, ANCHOR BOLTS. HOL.0()"1/N AIICHORS, ANO OTHER INSERTS SHALL 8[ SECURED IN POSITION A.NO INSPECTED BY TH[ BUILO:NG " CORNERS CONCRCTE EXPOSEO TO EARTH OR WEATHER: {NO. 6 THROUGH N0.18) __ 2• OffLCIAL PRIOR TO PLACING CONCRETI. 6. SAW C\JT JOlHTS IN CONCRCTC Sv.EI AT LOCATIONS SHOWN ON FOUNDATION (NO. S ANO SY.AU.[R)_l 1/2" C f't.A'i. SAW CIJT JOINTS AS SOON 5. LOCATION or CONSTRUCTION OR POUR JOiNTS NOT sercmm Ill Til[S[ DRAWINGS 0 AS TI-lE Sv.EI Will SUPPORT THE l'oOCHT 1i.:L '- --•- - - '-!UST BE REVIEW[() BY THE ENGINEER. or TU[ SAW AND Df>[RATOR WIHIDVT DISTURS"NC THE nNAL flNIStt. NOT[: CONCRCTE NOT EXPOSED 10 ll"EATH[R OR ltl CD«TACT WITH GROUND: 0. THEOISIANC[B[TW[[NSAWCUTJOINTSSHALl.£1[24(6'-0"MJN.)TO R[INFORcmc IS ONLY REQUIRED ff THERE GRADE BEAM (SEE fOUNOATION GRAD£ B[AM {SEE FOUNO>.TION SLABS, WALLS ANO JOISTS: (NO. 1• ANO N0.18) __ I 1/2" 5. REFER TO ARCttlT[CTURAI. ORA.WINGS rOR l,IOLOS. GROOV£S. ORWJ,j(t!TS, OR J0(16'-0"W.X.)TIMESTHESv.EITHICKNESS.UNLESSOIHERWISENOTEO. ISRE1NfORCINGJNTHESv.El(OOW£lS THE COtflROL JQ;NT SYSIEM SHOUlD DMOE THE SLAB INTO SECTIOtlS Of AAE ALWAYS REOUIREO) PLA'II FOR MOR[ INfO. PLAN FOR I.IORE INFO. (NO. !I ANO SMALLER) __ 3/~" ACCESSORiES REQUIRED TO BE CAST IN CONCREl[, AND FOR LOCATIOIS OF FLOOR . NOTltlORETtWi250SQUARCfl:CTOrSURfACEAREA,U.N.O (SVAUER or THE TViO GRADE BEAMS (LARGER or fl-j[ TWO GRADE BEA.VS BEAMS Al'-10 COLUMIIS: ------,-------' 1/2" FINISHES ANO SW:! DEPRESSIONS. n 7. If .iO:HTS N£ED SUPPORT AT (()C[S TO WITHSIN-IO TH[ ACTION Of SUAU 5/8" SMOOTH ROO ,16" STHU' lN THE Pt.AN ()11.tENSION) IN THE Pl.AN OIUENSIOU) SHEU.S NIO fOU)[O PL.AT[ MEMBERS: (NO. 6 THROUGH tl0.18) _ 3/4" 7. HORIZONTAL CONSTRUCTION JDINl"S SHAU. HAVE ENTIRE SURFACE R(MCN'ED TO HARD-WHEEL IIW'flC. TWS ENGINUR R[COI.IMO.OS f'\u.JNG THE JOINTS LOSCO 12" O.C .. DOWELS HOOKS (NO. 5 A.~D SMA!.LER) --1/2" EXPOSED CLEAN AGGREGATE SOUOLY EMBEDDED. 'MTI-1~ EPOX'l'JOfflt FII.LER tr SUCH USAGE ISJ,NTICIPATEO. SHALL SE INSIAt.l.Ell O Sv.EI PRCMO[ MAXlMW 1/8• RADIUS 0 a. ~IMUM RA.TIO or LONG SI)(: TO SHORl SIDE Stw.L at 1 1/2 : 1 CENTERLINE. PERPENDICU!..NI TOOl[l)[OGE'MIEREJOOITS ,_T"""_<"T' _"_"_',,'_'"_'""'_> ----Ir--------~ 0 PLAN VIEW CONCRCTE TILT-UP PANELS CAST AGAINST A 8. THE CONl"RACTOR SHALL fURNISH ANO INSTAl.l. 1/2" PR(-IJOLD(O (XPANSION JO JOiNl, CENl£R£0 ON THE Nl.( TO 8[ f'lu.ED, SAW CIJT RIGID HORIZONTAL SURFACE, SUCH AS A JOINTS IN AL.I. EXTERIOR WALKS MO St.ABS AS INDICATED ON DRAWINGS, OUT IN 9. f'ROVIOC COSSTRUCOOH JOINT AT THE ENO Of CONCR[T[ Pl,\C.DJENT fOR JOiNT, A.'IDLML THETOOLEOJOINT. fi'TI O so- 135• 135"S[IS .... IC HOOK CONCRCT[ SL.J.8, E>IPOSEO 10 THE WEATHER: (NO. 8 ANO SMALi.ER) __ , NO CASE: !JORE THAN H' -o· O.C. TI-l[OAY. 10. PR0'.10C2-l4X•'-O"LONGAT4"0.C.ATt.llD-OEPll10fSv.EIAT f--~.t'"'"'~'"'_;-"-'"--.T,.,-.,.--1-<P A OR G A OR G APPROX. H SIZE O A OR G APPROX. H NOTIS: {NO. 9 THROUGH NO. 18) _ 2 9 fOUNOATIOtl PL.ATES OR SILLS SHALL BE BOLTED TO THE fOUNOATION OR ~ CORNERS or EllOCk-OVTS ANO Al Rt-nmwrr CORNERS 'MlER£ IJ 1 112· 4" 4• 2 1;2· f3 1 112· s· 3 112· fOIJNOATION WAJ..L WIT!l NOT USS THAN 5/8" NOIJINAL D!A.VETER STEEL ANCHOR .0 CONTflOL JOINTS 00 NOT OCCUR NiO l\li[N Rt-rmRNff ,. ,. 1. PLACE REINF. Al M!O-THICKNESS FOR St.ABS ON GROUND BUI M.A!NTA!N BOLTS EMBEDEO AT LEAST 1• INTO THE CONCRETE OR !.IASONRY AND SPACED NOi COR~"tRS OR £!LOCKOUTS D:C([O 15% or TH[ P1EC£ or SUB ,. 2· 4 1/2" • 1/2" 2• 6 l/2" • 1/2" ABOVE CLEARNICES. I.IORE THAN ◄· N'NU. THERE SHAU BE A MINIMUM or TWO BOLTS PER PIECE V.1TH 11. SE[ fOUNOA!IOtl Pl.A'! rOA AOOOlO~ INrORMATION. WR>I' W/ GRUSW/ E F ONE OR [NO COoAr T ,, ON[ BOU LOCATED 1'11THIN 1 2" or EACH END or EACH PIECE NOT CLOSER JHA,'i 7 12. COHTRACTOR MUST rAMLIARll[ 111ElilS£LVE:S wml THE SOILS REPORT fOR oowa TO ASSURE Sl.f'PloCC #5 2 1/2" 6" 3 J/•" 2 1/2" 8" 5 1/2" 2. lH[ CONTRACTOR IS RCSPOtlSIB\.E FOR AOOING AOOITIONAl. COOCREIE TO BOLT DIA FROM THE ENO or CACH PIECE. A NUT ANO l•.M/â—„ PLATE WASHER SUllGRAOC/SUEI SUB PRCPAAATlON A.'iO RUOW AU. R[COI.WEND,l,TIONS. f6 4 1/2" 1·-0· â—„ 1/2" ,, • 1/2" 6 1/2" IJ[[T THC A80VC CLEAAANC£S & All OTH(R CLEARAIICCS REOUIREO BY SHALL 8[ TIGlITTNEO Off CJ.CH BOU TO THE PLATE. . 1J. WY f\OOR SlA8 ltOlCS fROl,I TI-IE ATT,'OlMENT OT PA.'IEL OWJrrli AND N'Pt.YIIONOBR.IKERTO ,, THESE PLANS ANO ACl. TYP. 0 AU. COt/CRCTL com ACT TH[ ENGIN[[R ff 0 R~ STRJ>ES SHA!.L BC MOl'tRlY PATD1to PRIOR TO SUllNG JOIHlPRIORIOS[CO,'ID 11 5 11•· 1·-r 5 1/•" 5 11•· 1·-0 1;2· 7 3/4" THERE ARE ANY OU[STIONS BffOR[ B(G!tl!NC COl~STRUCTION & / OR 10. WATER USED IN MIXING CONCRETE SHALL BE C\LI.N ANO fR[E fROM n f\OOR SI..AS:S. f8 6" 1'-â—„" 10 1/2" .. ,, 6" 1·-2 1/2" 9• FABRICATION. INJURIOUS Al,!OUNTS Of OILS, >.CIOS, ALKALIS, S>J.TS, ORG>J--IC MATERIALS H. ElllLDINC SlABIS NOTOCSICN[O TO SUPPOOT CR>M: LOAOS, CONCR[T( t.llMING """' 11. ALL SPLICES IN CONllNUOUS REINFORCE/JENT OR REINFORCING AS USED IN WAll.S, OR OTHER SUBSTAUCES THAT !JAY BE DELETERIOUS TO CONCRCTE OR TRUCKS,OROTHERSP[ClncCONSTRUCTION\.<WllNCS.lfSUCHLO,ll)SOCCUR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. OUffi"!C CONSTRUCTION. THE CONTRACTOR SHALL BE R£SPONSl8LE TO UPCRADE llillC FOOTINGS, ETC. SHAI.L BE AS SPEClflEO IN tlOTE H. VERlfY WALL OARS E THE SUB TH:CKNESS ANO PROV.DC AOOEO REINFORCING M. REQUIRED. NM 1. ALL R[INrORC[M[NT SHAU. BE OENl" COLO, UNLESS OTHCRWISE PERI.IITTEO BY SHN.L BE SPLICED AT OR NEAA FLOOR UN(S. BARS t.lAY 8[ WiREO TOGCTHER Al 11, CONCRETE SHN..L 8[" eescsrrro /IS NEARLY AS PRACTICABLE 1H ITS nNAL POSffiON l).IJ.(AGE CAUSEOTO THE SLAB SHALL & REPAIR(OAT THE CONTRACTOR'S THE BUILOIUG omcw.. SPLICES OR LAPS EXCEPT fOR TOP REINf, or BEAM i\1-10 SLJBS, OR WHERE TO A'JOIO SEGREGATION OU( TO REHANOUNG OR no11i1NG. CONCR[T[ SHAU. BE D:PCNSE PER THC OWNERS R(OU(ST SPEClrlCALLY ll£TA1t[O TO BE SEPARATED. All RONF. SPllCES OR LAP SPLICES ORRICO ON Al SUCH A RAT£ UtAT CONCR£1E IS Al AL.I. TIMES PLASTIC ANO . t 1:,. 'M-IERC DEPRESSIONS OCCUR IN THE sv.a 6ELO'N THE NORMAL. T.O. sv.a EUVAT)()N 2. REINfOflCEMENT PARTIAUY [MB[OOED IN COtlCR[l[ Stw.1 NOi BE FIELD 8ENT, SHALL BE LOCAT[() AS lllDiCAlEO ON THE PLANS If SPLICE OR LAP LOCATIONS nows READILY INTO SPACES BElW([N R[INfORCE"1El'IT CONCRETE THAI ~ ~ ~ 10.ICCOl,U,IO()Af[ THEREOUIROIENISOf THE ARCHIT[CTSORPLU&IBINCPI.NfS. lHE [XC[Pl AS SHOWN ON THE OESIGII DRAWINGS OR P[Rl,IITTEO BY TH[ ARE NOT INDICATED Alt LAP & SPLICES SHAU BE STACCERED 2· -o• O.C. PART1>.LlY HAROENCO OR BE£N CONTAt,1tNATEO BY FOREIGN MATERIAi.. SI-W.L NOT SUB SHALL BL OOCK[NEO 10 1,1(£1 THE REQUIRED SL.AB T...CKNESS REQUIRED 8Y THE FOUNOAIION PLAA. S£E THIS OfJA.'L rOR OTHER R£QIJ:RE.1.tENIS BU.LONG omcw... 12. CONCRCTC SHAU. NOT BE DROPPED THROUGH R(!NF. STEEL (AS ltl WALL) SO AS 8[ 0£POSIT£0 IN TME S"TRUCTURE. i ~ 16. THE MN:MUM Sv.EI TltCKNESS IS•• TO CAUSE SEGREGATION or AGGREGATtS. Ill SUCH CASES, HOPPERS AND VERTICAL 12. ADDITIVES 17. THE M,~M\R,I Su\11 RONFORCO.!(NI FOR StA8S UP TO s· THICK IS 1 1/1" IDs. CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALI. BE Of VARIABLE At/0 H)IJIXTUR[S TO CONCRCT[ SHALL NOT BE USED UNLESS APPROVED ~ .0 or FIBERIJESH PER cuac YI.RO or CONCREIE U.N.O. 9 I STANDARD HOOK D~T~l~A~ LENGTHS so THAT FREE UNCONflNED FALI. or CONCRETE SHALL NOT EXCEED BY THE ENG!NEER or RECORD .0 n 18. THE IJ1NIMUIJ SLA1! RElNFORCEWENT fOR SLABS S" IH1CK &. UP IS I• 018" O.C. FIVE (5) FEEl ANO SUFFICIENT NUMBER SHAU. BE USED TO INSURE THE 1J. THE EXTERIOR fl.ATV.-ORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT . u C . E.W. C£NTEREO IN TliE SLAB ®SECTION CONCRETE B[ING lcvtL AT ALL WIES. INDEPENDENTLY or THE WAI.LS ANO FOUNDATION SYSTElol. Sf[ CMl / ARCH. u . 19. AN I,,iPOMOUS MEM6RANE {VAPOR eARRl(R) SHOULD BE PL.ACCO UNO[R All IJ. REINFORCING BARS SHALL NOT BE R[-BCNf WITHOUT APPROVAL Of ENGINEER. Pl.ANS FOR EXTERIOR f'l..ATWORI< lrlfO. 0 £ SLABS {THE ONLY EXCEPTIONS IS A SU.BS V,11ERE tJOISTURE TR.ANSIJISSIOtlS © CONSTRUCTION JOINT BENDS SHAU BE Wll[ COLD. 1â—„. FOOTINGS SHALL BE LOCATED ON C[NIER LIHE or WALL PIL>STER, OR COLU.VN n I ! u THROUGH THE SUB \'rlLL NOT DAMAGE. ALIER. OR HARM A.Vt PART or THE UtlL[SS. OTHER\\lSE NOTED. STRUCTURE. INTERIOR. ANO OCCUPANTS). A 10 MIL. (1,IIN.) wE,,iBRANE SHOULD 6 SPLICE AT DlffERENr SIZE GRADE BEAMS BE USED THAT MEETS THE REOUIREIJENTS or A,STl,r [1 7â—„5, THE MEUBRA.'1[ 1 TYPICAL REINFORCEMENT SPLICES & EMBEOMENT LENGTH 15 ACCR[GATIS SHAU. CONfOIâ„¢ 10 ASTM CJ:3. JO'NTS SHOULD BE SPLICED & TA.PED lYP. Mt-SE Al'A..ICASI.B NO SCALE ., .. """"5(n!>.)a6:i-, .. rn=,., 16. CONCRCTE MIXES SttAJ..L BE DESIGNED BY A TESTING LABORATORY APPRO'vtO BY THE 20. 2" Of 1.10151' CONCRETE SAND {o\STMC-JJ) t.lUST BE PL.ACED UNDER ALL 1/2" PR(fORUED neee ,'IT[~ CONCREI[ . REBAR SPLICE LENGTH, INCHES EMBEDMENT [MBEOMENT ENGINEER. MIXES SHALL CONrORM TO Af>PUCABLE BUILDING COOE R[QUIREl,IEHTS, SLABS BETWEEN THE BOTTOM or SLAB & TOP or VAPOR BARRIER OR (NE]('! £XPA.'iS!ON JOltfl, HOU! IS IN PU.CE J SIZE W/ HOOK W/0 HOOK R[CAROLfSS or OTHER MINIMUM REQUIRruENTS SPEClnEO HEREIN OR ON THE LAYER DOWN AS RCQUIRED EIY THE SOILS REPORT) 1/2•00·/r'NFRO'-'IOP 01'"'"'" BUJLOING WALL ABOVE ~ ELEVATION or COMPACTED ,, ,.. ,· ,.. ORAV.lNGS. MIX DESIGNS SltAlL BE SUBMITTED TO THE [NGIN([R FOR APPROVAi. 21. lHE VAPOR BARRIER SHOULD REST ON ~- or J/•" CLEAN CRUSHED ROCK or Sl/,8 •• ~ •• : : , • ~ •• ORUNDiST\JRBEO BEFORE USE. DESIGl'IS SHAU SHOW PROPORTIONS Of" C[IJENT, FINE ANO COARSE U.N.0. ("11S RECOUMENDATION rs ONLY R[OU R[O O SHES WlTHOUT A SOILS f vrnTICAL AOJACCNTSOlt ,, ,,. .,. 21· AGGREGATES ANO WATER. ANO GRADATION or COMBINED AGGREGATES. [ I REPORT RECOl.tlJ[NOATION FOR sue SL.AB PR[PAAAT!Otl) BARS 0 SLAB A9M~ 17. PR0'.10£ J/•" CHAMFER AT EXPOSED EDGES or CONCRElE, UNtESS OTHERWISE II CONCRETE SWI WALL ,, ,o· ,s• ,,. 22. All REFERHICE TO FIB[R',IESH IN THESE PL.A.'IS REFERS TO THE PRODUCT LOCATIONS SHOV.'N. 8'I' SI CONCRETE S'l'STEIJS TIBERMESH 300" TYP. U.N.O. q ,, , .. , .. JS" 18. S[CURE REINfORCIIG, ANCHOR BOLTS, ltlSERTS, ElC. RIGIDLY IN PL.ACE PRIOR ODETAIL AOOITIO~ FOOTING DEPTH JO POURtllG CONCRETE. RRMM MAY BE R[OUIREO TO MEET /7 .,. SJ" 19. SUPPORI HORIZONTAL R[!NfORCING ON GA1.VANIZED CHA!RS EXCEPT MORTAR BLOCKS ARCHITECTS, PC Tll[AOJACENTGRAO[ REOUIREU(NTS. CONTRACTOR ,. , .. ,.. 59" OR OTHER APPROI/EO MElHOO OF SUPPORT Al FOOTINGS, ANO SLABS ON GRADE. 1J\7faeaJ1iveBll'd,Suite200 1 v-mo!.!.~E~&c & CML ENGINEER MUST NOT[ TH.AT BRACING ANO urr INSERTS, ANO CHAIRS Al TILT -UP PANELS, N[[O COOROl/tl.TI TH[ REQUIRED ,, ... 27" .,. NOT BE GA1.VAN!ZED BUT SH.ALL HAVE PL>STIC TIPS. 8s~~~-~~;~~,Â¥~~~~J~ I I ~R~/:~uR) VERTICAL OEPlli or FOOTING If ,,o , .. ,.. 20. REMOVE FOR'-'S AT FOLL0\\1NC MINIMUl.i 111,!(S AFTER POURING: Al SLAB [OGES - BARS 0 APPLICABLE 73• 24 HOURS; Al WALLS L[SS lHNl •• HIGH - 36 HOURS. 11 WALL fOOTIHG OCPTH AS , ... JS" 61" LOCATIONS R(OUIREO BY THC PlNIS 21. CONSTRUCT FORMV.'QRI( TO t.lA!NTNN TOLffiANCC AS OUTLINED IN ACl lH. fORM'fl'ORK SHAL.1. BE REUSEO IN ACCOROANCC W/TH >.Cl 347. 11 COHTROLJONT {TH[ roonsc OCPTH '" U.N.0. .UUST BEAT LEAST/IS H EMBEDMENT 22. TR[NCHltlG or GRADE BEAMS SfW.L 8[ EXCAVAT[O IN ORDER TO PR0',10E THE O[[P o\S REQUIRED BY LENGTH INTO SEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS ANO 'MOTHS AS 11 THE PROJECT SOILS CONCRETE INDICATED ARE MINU'-IUM ACCEPTABL[ S!ZES. LARGER SIZE BEAMS ANO SLABS REPORT CONTACT TH[ rOOTING Yi10TH o\S RCOUIREO FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE AODJTIONAI. R£INfORCIHG = ENG!N((R If THCR[ ARE BY THE Pl.ANS NOT SHOWN WHICH SHALL BE OETERMINEO BY TH[ ENGINEER OURING THIS OETAJL DOES NOT APPLY TO PAO FOOTINGS A.'f'fDISCREPANC!ES ~ RE6AR TO·) STANDARD CONSTRUCTION RCVIEW. All LOOSE DIRT FROM Sl[)[S ANO BOTIO~S or TRENCHES SPLICCO HOOK SHALL BE REMOVED. HALICHES SHA!.1. B[ CUT ON CJ.CH SIEO or TR[NCHS or ®DET~~ THlS DElAIL AOOR[SSES ADJACENT GFW>E LOCATIO/IS W/ RESP(CI 10 THE ADEOUATI SIZ[ TO UJJNTA.'N THE 1/ERTICAL SIDES Of THC TRENCH. ~---~----,...~--~~ 10 I "f!~!,-flNA TION OF CONCRETE ro- uNOAllON. SEC TH[ rouNOATION & Cl'l!L Pl.ANS FOR MORE !NfO. ALSO 1 BAR OIAYEl[R CONCRETE SURFACE OR 2J. WHERE HllTI EPOX![S ARE sercrco 1N TH(S( PtMS THE CONTAACTOR @ SEE "FOUNDATION NOTIS" DCTAIL FOR MORE INfO. MAJ<. JOINT 1N CONCRETC MAY SUBSTITUTE >J,l APPROVED [OUA!. {le Sl'-IPSON STRONG TIE, ElC.) JOINING (El CONCRETE W/ (N) CONCRETE 1 I CONCRETE NOTES (lF APPUCASLC) 7 ~JACENT GRADES r9 ,EJ___Q__ 15. All REINFORCING SHALL BE OCTAIUO, FABRICATED AND PlACEO. IN ACCORDANCE WITH TH[ lAlEST ACI DCTAIUNG MANUAi.. NOR~nNlSll{O[L(VATlO,'iOf a.llU'.llNG SlAI! 16. All. REINFORCING SHALL BE SUPPORTED IN fOR!,tS, SPACEO WIIH tl[C[SSAA'Y ACCESSORIES ANO SHALL BE SECURELY v,1REO TOGETHER, IN ACCORD.t.NCE WITH 4-(SOCARCt(LPtA'IS / THE lATISl EDITION or TH[ CRSI • MANUAL or STANOARO PRACTICE" ..:~r~ .. 01~" S[( ~~~: •: •, •• f&OR OCPRESSON DEPTli) 2•d .1. .II • • :, .• -SSOCLAEIfTHOUNICDAICNICSIOS NfOR / d~ •• ~ 2-f6ATHEAO D -~--;----'-fr:· ' UNLfSS NOTEO OTH(RMS[ """"'j ,j ,j""""' d4(" d+4" 2-15 """'·· ~"~;""'.' i.l G)~!!~ TYP,C-'I. . . . ~ ~ SLABS OF DIFFERENT THICKNESSES -~=====z=::J_'.'._A__ (I) f4lâ—„8" LONG ....... · 11 I AT CORNERS . . • . ----r-; TYPICAL SLAB ON__cG_Rc_~_D_E NO_SC_AL_E -- : ; = . SEE iYPICAL R[l/ffORCEMENl AT PAN[l OPENINGS (NiO l(NQCl(OUlSr FOR ... m>!CAL CONCREI[ WALL PA.'ffL RDNfORClNG. ©DOUBLE CURTAIN 8 {}..PEN/NG IN CON<;. FLOOR s;;i,~"'?R WALL ... ... f ]r r ~---~--- :~-- .. · '. ! ! ©NOltJAI. BOTTOM OF FOOTING, STEPPED FOOTNG Ol lEO"D. C> le)TSINGLE CURTAIN 2 . RELATIONSHIP OF PIPES " C t·TRBOe:tTOFOOTNIS ~E C f--'-::,/=------------------.1"--""""'=====------==~---11 I ! 4 REINFORCING LAPS AT CONG. I WALL NDFOOTNlMEffECTJOH --.-0 SCAL_( _ sheet S1.2 of 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION W£LDS. 1. UNLESS SPEClflLJUY liOTEO OTHERV!lSE NJ.JUHG Sl1All BE DONE IN ACCORO'-NCE FOR cotm)Ot§ NOT LJSTB) IEFBj TO TABLE 2304,Q,1 \. ~~~til~~y~t 2. ALL WELDING Of STRUCTuRAL STEEL 1/EI.ABERS Sti.'U BE DONE BY CURRENTLY W11liTHEFOLLOW:NGSCHEOUt.£.USINGONlYCO'-'MONY!'.R[NA'lS.W.:UNGNOT OfJlU!llillO ~OlWl~J ~ WHEAE CAlilll fOR Oil 1HE NOTED BHOW OR mi TH[ PLANS Sl1All HAVE A J.l;NiYUI,( or 2 NA'LS ... , EACH CERTIFIEO WELDERS AUD DONE IN CONFORMANCE WITH THE A.I.S.C. MD A.W.S. CONTACT.8df0RlxMAT[RIALAN0!6dfOR2,J.IAT[RW.. 2 AI.LBOllSNiOLIGSCR.-SS-L8£PROVIOEOWl1HSTNillAADSTIELWA'iHl'.RS SPECIFICATIONS. ALL WELDING SH.6.Ll BE ACCOI.APUSHED USING THE SHIELD I~ 8RlDG'NG TO JOIST, IOENAlL U.CM ENO UHOCRHE.I.DI-NOII\ITSYltf,CHBUl!ONWOOOIICCOROHGTOTHrWASHt'.R 1,/(TAL ARC WHDING PROCESS (S.l,IAW WFTII E7-XX- ELECffiOD[S or TH[ 2. t«LS SHALL NOl BE ORIVENCLOS£R TOGEIHE/l THA.'l 1/2 THEIR LE/liGIH NOR 16 SOU. Pl,\TE TO JGIST OR BI.OCKtNG. SCl£DUl..[0NllilSS~H1.UHLESSSPWnC>..LY/fOIEOOIHLl!YIISC SUBfJERGEO ARC \\"ELDING PROCESS (SAW) l't1TH E7X-E;()(X ELECTRODES OR TtlE CLOSER 10 EDGE Of MEMBE/l THNI 1/4 THEIR LENGIH. HOt.ES SH.'J..l. BE BOR[D BLOCKING.rACT:lvl.!L 16d O 16" o.c J. 00llSmDSCRrlii$SKA1.LBCTIGHTDIEO.._TT11.1EOF"ERECJIOH,<ll{IRf- fLUX-COREO ARC WELDING PROCESS (fCAW WITH E7!T-8 ELECTRODES (E70T-4 WHERE NECESSARY TO PREVENT SPLITTING. PENEIRAHOH INTO THE PIECE 17. TOPPt>,T(TOSTIJO.ENDtQJL 2-16dfOR2,4 TICttiEN[O!llf0RECLOS!tU;INOR.._I COMPlfllONOfJOB. ELECTRODES AllOWEO FOR SHOP \\"ELDING ONLY) LOW H'rDROCEN ELECTRODES RECEIVING TH[ POINT SrW..I. NOT B£ USS lfW-1 l/2 THE LENGTH or THE NAIL (NOT REQUIRED WHEllE A35 ]-16df0R2,6 Sil1_P~TESOFINILJ!KIRW,',Ll.Sllt.',1#'f£.COll!:R[Oll!IHSll!llCIVRII_ SHALL BE USED AND KEPT DRY, AND PARENT /.IElALS SHALL BE PREHEATED IN J. WHER£f'OSS!Bl.(NJ.JLSORM:NPERP[NO:CU1.ARTOGRAINSfW..LB£USEOINST[A[l ANCHORS.vlEUSED) 4-l6drOR2x8 l'L'NIOOO (SH[.1,11 P .... NU)AND EXTERIOR W,',Ll.S, SK-II.I. BC rourlD ... IIOO GfW}E ACCORDANCE WITH AWS STANDARDS. t/0 WElOiNG PERYITTED ON 1.'HIBERS orTOCNAJLS RCJ,SSUR£ TREATCO 0.f. 2, OR J, (S£E Sl-!EN!W"'I.I. SCHt:OUlf) lk!CK ANO Of !8 STUD TO SOU Pl,\T[ 4-8dTOEH,1JlS SUPPORTING LOADS. 4. BUILT UP BUNS. JOIST. ANO RAfltRS: (US[ ONE tw..f or REQUIRED TOE NAILS OR 2-16d END«AILS ~fH;~~~~Off<CAfili ~ER ~~rr:IR~~O ~~,Pl~TC:c,,<ISHAI..L Bf ON ON[ SI0C WHERE A35 NlCHORS W/ 2• SILL ~~~I~=: MO "I.I. C\lTS OR llOlrs 9<JU BE R(-TRU.TCD 3. Wll[RE THE CONTRACTOR REOUESlS WELDING TO BE USED IN LIEU or OOL1ED Nl[USED). CONNECTIONS SUCH WELO!NG SHALL BE DONE Ot/L Y WITH THE CUGINEERS PRIOR 6-SdTOENAJLS ~ l~E~~c:it~[s:~ ';,.~ ~~~~N ,!:ir p~ or SIICAA P .... N[L ui.t.ESS APPROVAL OR3-16dEtlONA:LS 4. HOLES PUNCHED OR DRILLED Ill BEAMS SHALL BE />S FOLLOWS UNlESS NOTED W/ 2• SILL 6. ~,=.or~~o~~':;,'.t'.T~~rct~ ~Ec~oc OTHER,,,,lSE ON THE DRAWING: HOLES FOR BOLlS SHALL BE 1/16" LARGER THAN 8-8dTQE!i,1JLS Wl.i.1.PNIT'TIOSS . THE NOYINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAA TYPE, AND OR ~-16d [NONA:LS 7 PI..YWOODNOIES· 3/16" LARGER WHERE CONNECTION IS or BEARING TYPE ON CONCRETE OR lYP,C'1.1,.·1,.·1 ~l/lM~" W/ 2• Sill A. INHOfflZOtll,',LP\.'rlll)OQO'A"li/lAGMS. NOP<Y![llESSfl!A,N2~"W:DE MASONRY. 16d Stl.'U. B£ US£0. IN V[RTICl,L PLYWOOD Oi.APHAA.115. NO PNi[I. USS 19. DOUBUSTUDS.rACENAlLS O 12" 0.C. SIAGC[REO 5. ALL STRUCTURAL STEEL AND M!SCELI..N-l[OUS Sl[EL SHALL RECEIVE ONE SHOP """'"',,.,,,,,, .. 1 r ~=t· '""~ THAA 1r l'IIOE S-L 8£ usrn. COAT OF RED OXIDE OR ZINC CUROW.TE OR N'PROVED EQUAL BASE. 20 OOUBU:TOPPt>.lES.fACENAILS 16d O 16" o.c. B. ~ :~[~ i::.L~~NNG ACROSS FE'/IUI n.,,N J Slfl'f'ORTS SK-11.L 2"1'1P.T.&8 21. TOP Pt>.TES. LAPS Al INTERSECllONS. 6. All STRUCTURAL & I.IISCEUAIIEOUS STEEL SHALL COtlfORM TO TtiE FOLLOWING fACEN.IILS STANDARDS ~ FO!IPLYYiOOOSHEATHING.SEEO!APHRAG'-'OEIAILSN-lOSCHEOUL[S.VERTICAL 22 CElUHGJOISTTOPt>.TE,TOfH,IJl 1<.'ICHORN'10/0RSILL00l.TSWITHuPS£1THRDJ>SA.'l£/fOTP£lil,I/TT[0. o) WIDE FLANGE t.lEMBERS (W, S, AND HP SHAPES) ARE TO BE />STI.I A992 PNlElS or [JCTtR;OR GRIJ)[ PLYWOOD NOi INCLUO[D IN TH£ PLY'o\000 SlfEAIHING 23 STUD TO CONTINUOUS HOOER. !0£1-WL ~~OLE~~~~ H~ !o ~~G l&J2~0,t,fffl Yl'A',MERS SH,/JJ_ SCHEOUL.£SHAlLBENilJLEOWITH8dAT6"0.C.ATP£RI11El(R0fPAN[lSAHO (Fy-SOks;) IN ACCORDAI-ICE V.lTH AJSC. 8d AT 12" 0.C. Al INT{Rll[DIAT[ BO.RINGS 10. AI.L 00l.1S IN .000 SIW.J. BE Sf'ACE0 fotJR DW.IU[RS MININUM MO SEVtN 24. ~~~N~}L~ST, W'S OVCR PARTffiOtlS. D.N.lrnRS'-'INl!,1111,1flj00mmcc.UNlfSSOTHER\ll'&NOTCO. b) CUANNELS, ANGLES, TEES. ANO MISCELlANEOUS AISC STEEL SHAPES ARE (o)WHERE THE DIA.PURA.GM IS CURVl:.D ·our or Pt.A.NE" TO BE ASTM A36. Fy=36 KSI MIN. UNO (CURVE RADIUS - 5· OR GREATER) USE THREADED 25 CEIUNGJOISTTOPAAAU.H RAFTERS, c) HIGH STR£NGTH BOLTS: ,,STM A325N 1/2" TO 1" 0\,1,.IJCT[R NAILS W/ THE SAME MIN DIA. &. U:NGTH fACE!i,IJLS INCLUSIVE F't'=92 KS!. l 1/8" TO 1 1/2" OWAETER INCLUSIVE CliARACT[RISTICS SPECIFIED & WHEN THE CURVE 26. 1"8RACETOEACHST\IDNIOPWE, 12. f~~ ~:~~D~~~a::~~~~t~~~: RADIUS IS LESS THAN 6" (2 1 /2" YIN) USE WOOD fi' .. 81KS1 SCREWS W/ SIii OR GREATER OIA AS tlAIL rACENJ.JlS liOISIERCO~TMA)l;IMUMISFOllOW..· d) .ASH,( A-307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. REOUIREMEN"J & 3" LONG t.llN. 27. OOUBI.ERAFTERS,fACENAll 16<1 0 12" o.c. o) HORllCINI"" flW,il'IG Mu,IBERS (JOIST. AA'1ERS. & (![.MIS): 0.F. f2 U.N.0 e) STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B" ry .. JS KSI. MIN 28. BUILTUPSIUOS. 16d O 24" o.c. 6 S2TU,8DS -(4T) O 1B0dEAA. !NGS USE TOE ~IIILS WH SIDE: 2,4-(2) \Od. 2,6-{3) toe. ?9 8LQC1<.ING BITWE(N JOISTS OR R»-TERS b) \t'.RIK"Jl F'RIJ,li!iG '-'D.IB£RS {POST, h NlD l.ARC£R): 0.F. fl {S!UOS 2, f) STRUCTURAL TUBING SHALL CONfORM TO A.S.T./.1. A-500 Sll/DS OVER 14 -o• HIGH AT EllTERiOR W--'lLS. PRCMOE A FRAMING TO JO.ST OR IWlU!S .o..~o l,): o.r. 12 GRADE "C" Fy .. 50 KSI CUP ON ONE S!DE ... 1 EACH mo Of STUD IN LIEU or TOE NAILS 0:-l TKAT SIOE. ~) PI.ANKl!fG. 2' OR MOR[ IN OO'TH: 0.f. f2 7. BLQCl<.ING BETWEEN STUDS. EACH END, (2) lOc! TOE NAILS TOP & BOTTOM IOCNAILS.WHSIDE.EACHENO 13 0 5 g),'IJ<ICHOR BOUS: F1554 GR36 TYPICAL. 8. OOUBL£TOPPtATEH,IJUHGl.£GENO: JO JOIST OR RAFTER 8£AAINGS · ~ ~0J~'l"~f f:~ii~~r~,,:.~~a//ff., ~o TOENAILS EACH END 2-10d h)UEADED STUDS: />STM AlOB. (A)LO',r;ERPu\lES{TOSTUO): 2•4-{2)16d.2•6-(J)16d,2,6-(4) 16d. ~~~:u~-~t ~B£i~:g1t!~o~?u~~ i) WUOING EtECTRODES: E70XX- (S£E NOfE NO. 7 FOR STUOS <M:R 1f HIGH.) 30. lll.OCKINGBCTWEENSTUDS 2-16<1 OR H11VETHEFOlLO'll".NGW.T£RW.PROPERTifS:SIMPl.[5.P.IHS:COW8W.TKlN24F"-V4 2-lOd TOENAILS j) ALL PLATES. MISC. SHAPES. AND STRUCTURAL SHAPES (AISC, etc.) USED (8) UPPER PlAfE TO LOWH! PLATE, 16d NA!LS: 31. hB, OR LESS, SHEAIHING EACH BURiNG ,_,, OF/Of. CA.'fflL£V[M[[)SPNlS: COMIINAIJJN 24F-VB Of/Of. re-2100. PSl rv-1~ AS PART or A CONNECTION, DOUBLER PLATES. CONTINUITY PLATES. ETC PSI.r-I.800.00PSl.fc•65,IJPSI. U.N.0. IN THESE PLANS SUALL BE MADE OF EQUAL MATER!Al (MATERIAi.. 1YP'"'- j ""1 ""t 32 BTOLOCTOKPINGPt>.BETW£TE ENJOISTSORRN1ERS J-BdTOCNAILS 14. PLPlYWOOYM)QO 0{SHAU. 5Pl.YClONmf.OR)P'-' l"l"lll'.IOOTO 2013 SIVUCBC 0£SINi1.1MOARDS 1.Jf...cn.fl(l)CONSTRULICSINGl!O!I OOER00 iOR: 'NOOSIRi,1,1. PROPERTIES, GRADE, Yl[LD STRENGTH, ETC.) AS THE MAJN STRUCTURAL Glut:. PLW!OOO llLIPltRl,GIIS N;O SHEAR W,US S~8~~~~(l Wilt! MEMEBERS BEING CONNECTED, TYP. + ]3 CEILING JOISTS TO TOP PLAIT J-8<1 TOENAILS 1 7 LIGUT GAUGE COLO-FORMED STRUCTURAL STEEL SH.ALL CONFORM TO THE (C)UPPER1'lAT£TOLOYltRPlATf.t.TSPUCE· (B)l6dST.1,GGCREO 3-4 JOIST TO Sill OR GIRDER. TOE IWL C SPECIFICATIOllS OF THE AlSI - GENERAL. - 07 AND AlSI - NAS - 07 9.YULTIPI.EtJDIBERS(KING.TRli.cMER,POSTS)STICHEONAlllOGETH[R. 0 8. UGHT GAUGE STRUCTURAL. STEEL SHALL BE SHAPED .AS SHOWN IN me A.LS.I. STAGG(RN,\JLSrO!ISTUOWIOTHSOV£R4": 16d06"0.C JS. I",6"SUBFl.OOflO!ILESSTOEACH ·c 0 DESIGN MN{UA!.. UNLESS SPCCIFICA!.LY OTHERWISE CALI.ED FOR. 10. J.IUL!lf'I.£ STUDS Al CORNERS ANO INT£RSECTIONS (.._1 CONT,CIS): 16d 012" O.C. JOIST,FACEH,IJL 9. ALL ENDS or EXPOSED STRUCTURAL SI-W'ES AND TUBE STEEL MEMBERS SHALL 11.00UBLEJOISTUNOERPARTITIONS· 36 2" SUBFl.OOR TO JOIST Of! GiROER. WHERE NOT BLOCKED W'ART. WILL BE SIii.iE ,S BUILT UP BUNS NOTE NO.5 BUNOANOfACEw.il 15. \=::~eg'~~ o?Rf~OR~ OR NOIOIED U~l£SS N'F'RO',Ol. IN WRITI~. BY u HAV£ 1/4" CAP PLJ.TE l'ifTH WELDS GRIND saooru WHERE BLOCKED .tJ>AAT (Al EACH BLOCK SIOE): (2) 16d. " 12 TOE-NAILSSfW.lBEORIVCNATANANGLEOf#'PROX\~TELYJO"WITI 37. BUllT-UPHEAOER.TWOPIECES 16.[IIOSOFWOOOC-R!lffiS[HT[llrtfGl.lAS0NRYORCOIICft[l[WAl..l.SSHAU.BE 10. THE CONTRACTOR IS RESPOlSIBLE FOR ANY AND All TLIJPORARY SUPPORTS â—„Tl!E 16d 016" 0.C. -'LONG PROYJlf1l WITH A 1/2" A:R SPJU ON TOPS SIOES -"NO ENOS. . MDJBERAHOSTNIITDW'PROXIIIAITLY!/3THELENGTHOfTHEw.Jlf"ROM '111TH1/2"SPACER REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE THE MO,IB[R ENO EACH[ND 17. ~~s~~T!~Ds~1~:;H~lSu~!if~= ~~n:U ~T Bf PREPARED BY A LICENSED ENGINEER. 38. CONTINUEDHEAIXR,TWOPl(CCS 16d 016" 0.C. ALONG EACHEND 18 . .co!.Ulll!S; 11. All ~TERW. AND WORKMANSUIP SliAU BE IN ACCORDAI-ICE WITH THC LATEST 39. 1" BRAU TO EACH STUD AND S£E SP(ClnCATIONS FOR GRAIX R[OIJ,R£0. DIPOSEO cot.l.lMl'l'S SHAU. II( S£T REVISED EDITION OF THE AlSC UANUAL or STE[l CONSTRUCTION. wtl!CH INCLUDES PLATE.F"AC(li,\Jl PLUIIB MIM'N i 1/8" ~ THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. THE CODE OF STANDAAD 19.THECONIAACIORSW.UIJS(CQNVENTIOtlALflW,/NGl[CHN:QUtsYl'tittlfRNifNC D PRACTICE AND THE AWS STRUCTURAL WELDING CODE 40. Bt/lLT-UPGIRDERSNlDBEN,IS. 10dNAllEACHlAY£RIS =17~NG:?ii ---- 2" LUIJBER lAYERS FOUOW: 32" O.C. AT TOP :fH~M.S~~~S~ ~~~IJi~!;G 12. GROUTING or COWi.iN BASE PLATES: BASE PLATES SH.ALL BE DRYP-'CKED OR GROUTED WITH l 1/2" NON-SHRINK GROUT OR EQUAL. MINIMUM COI.IPRESSIVE ANOBOTTO'-!ANDSTAGCERCO. 20 41. ROOFJUF'TERSIORlOGE.VAI.J£Y TWONAJL.SAT£NDSANDAI · ~ ~,',L~~ORS""'-~ ~Ecs.f s~~~"f~~~rJ;ci:~~r~~ STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CACH SPLICE CLENIED or FOREIGN MAT[RlA!. PRIOR TO THE GROUTING OPERATION OR HIP RAFTERS lfTH[SJRIJCTVIW.VIJJ.IESfORTW.TPl!OOUCIN![[Ql.W.lOOIICRCAlffillWI fOfflHEPROOUCTSPEClnED.THECONIAACIORIIIJSIPROV.OCOOCUlilOOION IHIIT " TOCNAJL 4-16d 0 13. FULL PENETRATION WELDED CONNECTIONS (IOO!l) AT YOMENT FRA.IJES, BRACED fACE N.-1.'l. 3-16d ~~R~~er;~~E~~~o~ TH( rwo PflOOUCTS rOR ... C(H£RAL u FRAMES. MID ALL FULt PENETRATIONS nELD WELDS SfW.L HA.V[ ULTRASONIC 0 TESTING FOR COMPLIANCE Willi AlSC 13th EDITION ULTRASONIC TESTING 42. IWTERS TIES TO RAFTERS. FACE 21. ~lJ=~=ii'~t.s:::,,:g~E~::;·E u..._~:~=£/i~ fHE :0 SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS COMMON WfE NAIL FROf"ERTEB 43. AllNAJL.SEXPOS£0TOTHEWEATHERSHALL8EG-'1..VANIZEO. ~ > BEEN INSPECTED BY TiiE NATIONAL STANOAAOS. TfSTING ltlSPECTIONS SHALL l,IINltJUt.4 44. JOIST TO LEOGER J- 16d (ONLY O JOlSTS W/ TOT-'1.. lENGTH or 4' OR LESS 22.Mt£HCOtJiTCRSlffKINCISRfOIJIRE00VAOCTA:LfllHES£PlNlS.THCOEPTHOf " PENNY WEIGt-11 N'-lL BE OUAI.JflEO BY />SNT BUREAU OF RECOMt.lENDEO PRACTICE SNT-TC-Al. PROVIDE {S!Z[) DIA!.ICTER PENCTRATION• 45. JOISTS/TRUSSES OR AAfTCR:S Al El£AR'NG. ~,c~~NUleo:~~E !/4" GF!£AT£R TtW-1 mr THO(N£$5 Dr THE PROPER SURFACE PREP. AND BACKUP PLAITS .AS REQUIRED PER AJSC AND AWS ANO SPACING TOCNAILEACHSIDE 14. All EXPOSED WELDS SHALL BE FILLEO ANO GROUND Sf.lOOTH WHERE MElAL COULD 1.36" 46. CEIUNG/sorm JOISTS TO PERPENDIC\AAA 23.PROWlEAOOUll..[f!O'i/Of"l!fflON.J.FRMOINCONIDOITlfl[OSIRIJINiO/OR t COME IN CON"JACT WITH THE PUBLIC. UNLESS WEI.OS AAE PERM!TTED BY THE LEDGER/BEAM 3-l6d OA fM 1-W,G[R O 2x4 ~g: ~?n~il:!!r,,.~~ = :tBNONSI~~ ~D,~ STRUT ~ ~ PROJECT ARCHITECT. 1.57" 4-!6d OR fM HNlGER O 2•6 5-16d OR FM twlGER O 2"1! NI0/00.COULCIOO.ISATTH[(l)G:[()f.._O\,li'H,'W,l,l(Xl.filH(Ml[)[)L[~ 15. NO HOLES OTHER THA.'l ruosr SPEClnCA!.LY DCTAJLED SHALL BE ALLOWED THRU 1.78" 6-!6d OR fM IW-/GER O 2•10 >.SHEITOf"PlYWOOO(hOTIIEDGEOFl'l\'WOOO)lklliio,u_BC1l!O.S I STRUCTURAL STEEL MWBERS. BOLT HOLES SHALL COtlfOOM TO AISC SPECIFICATION. 7-16<1 OR FM H,'l;COI O 2•12 ONBNSIN;CCR£Om>.) I; fl.i HN-IGER O 't,QOO !-JOIST 14.AU.I..IGSCREWSStW.LH.0.\£1.EADtiOLESASFOLLOWS AND SHALL BE SlANDARD HOLES UNLESS OTHERV.lSE tlOTED. NO curnec 2.30" o)IH[Cl.£.A.'V,.~CCHOlEfORTHCSHANKSHAU.Hll\"CTH(SAl,IEDtAMETER I; u OR BURNING Of STRUCTURAL STEEL WILL BE PER!.IITTED WlTHOUT PRIOR CONS[tH ::. ~iii~~ OF THIS ENGINEER •PENORATION INTO THE PIECE ":°HM~.[ SI\IJC DEPT'H or P(NETR/,TION AS rnr l..[NGTH C " u R£CEMHG THE POINT 16. HIGU STRENGTH BOLTS WHERE INDICATED IN THE PL.NI$ OR 0£TAJLfD SHALL D) ~~AL~ ~ 16~!,~H~~~i~R~~IT~"'i!; ~'t ~OW,l_.£10£1! " 0 " CONFORM TO A.S.T.1.1. A325 OR A.490. ,l,NQ BE PROViDEO WlTH HARDENED WASHERS u l ~ £ u CONFORUING TO A.S.T.M. F436. SUP-CRITICAi. TYPE BOLTS (A.325-SC OR A490-SC) H. NJ.JLS USEOIN PRESSURE TREATf.D lUl,CBERSHAl.lBE HOT O!PPEDG-'1..VNllZED. SHALL BE TW!Sl-OFF-TYPE TENSION-CONTROL BOLT ASSD.IBLY. AT CONTRACTORS OPTIOtl, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD 2 : NAILING SCHEDULE INDICATING WASHERS CONfORMING lO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS CONTACT SURFACES SKALL BE CLEAN MILL SCALE OR Cl.ASS A QUALIFIED COAllNGS 17. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORO..V.CE WITH ASTM A-3D7 USING UtlFINISHEO AMERICAN STANDARD REGUL.AA BOLTS, umrss OTHERWISE NOTED. [ 10. WllERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL BE DRY-PACKEO AfITR STEEL IS IN PLACE. I 19. PROV.OE SHOP DRAWINGS INDICATING SIZES, SPACING AtlD LOCATION or JOISTS, 4•-0· GIRDERS, CONtffCTIONS, BRIDGltlG, R[INFORClllG, ANCHORAGES. CAMBERS. AND TOPPlATCSPUCES '1 LOADS. INDICATE 1','ELOING CONNECTIONS USING STMOARD AWS WELDING SYMBOLS. IIUST BE CENTERED \ RRMM lllQICATE NET WELD LENGTHS. INDICATE RECOM!.IENOED PROCEDURES FOR JOIST ARCHITECTS, PC SEATS WITH UNSUFFICENT BEARING. 1317EXecull\ll'BIY<l,Suite200 4 STEEL NOTES TOP PLAlE ~· """11 II II ~ II ffr,;~s~:~:xÂ¥~JJ~ 1.tlOlOOM-/901JSSH,OUN01AE.Pv.tESl.l.NoalMOOL1S. 2 . ..,_'ICIO, DOI.IS '111TH UPSCT TtflUDS SWU NO! BE USCO J Siu Pl. YI/ H(ILf OR NOTO! IJoltCUI 1'lWi TH[ SIU WITH SWil R[OUWIE EIT!IA ,'.'ll)fOR 901.TS Sl,U[ JS. .._l DiD Of 51u_ P€C£. UNLESS LARGER SIZES ARE SHO\'iN. THE MINIMUM SIZE OF FILLil WEI.OS SHALL 4~. - Hsa: UDOl/ll(NISlltSNl:f.JW.U.H.0.0ROITA:\fOOIIO'MS[ BE SHOWN IN TtlE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE """UHG SCHIDl.li rDR TYi'. ~c Uli.O THICl<[R or TWO PARTS JOiNED EXCEPT THAT TH[ WELD SIZE NEED NOT EXCEED 6. A IIAtl Sl"UO lllSl 8£ Pt,tC£!J UHOER H.J. l!O(lf TRIJSS[S !!EJ,IIIIGON A~ 11\AT 1<1!1: CMR 20" Ill WlGIH OIi 111 ~ Sl..f'l'Ol{flHC SHOf/LO#OS (SE£ D£'i!CJ'l CHIT[l!II.ON S1.1 THE THICl<NESS Of THE THINNER PARTS. FOR THIS EX-Cf.:PIION, PARTICULAA CARE TO SH II" SNOW Lo.<os AA( N'!'l.lC.laE TO 1HC l'ROJCCT) IYP. \/NO. sruos WAT !I( PIJCiO O 11" O,C. 0 CllNIRl,CIOR (l!'OON SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOO SOUNDNESS OF THE WELD. 7. A"IIA.,.L SlUO lll!il BC PUO:0 UMl£R#U rLOOR IRI.ISSlS OCJR!NG ON.._WH.J. â„¢' AA£ <MR \8" I< LDIGIH ()II Ill BUll.i)f;(;S SUF'f'OlmllG SHOY1 LOOS {SII OCStGNC!illtl!i,\0.~Sl.1 v.1:1.0 SIZES L.AAGER Tli#l THE THINNER PART JOtNEO ARE PERMITIEO IF REOUiRED JOSC[ll"SNOWLOOllSNl[N'PI.JC,llll[J01!£Pl!UCl)TYP.U.li.0. 8Y CALCUlATEO STRENGTH. IN THE AS-WElD CONDITION, THE DISTANCE BETWEEN 8. A DOUBL.[ W-'l.l STUD (TRIPI.[ 0 •• W.OUS) IIUSl SE Pt.ACED UNDER ALL 0£MIS & MULl!PPU lRuSS(S 0[NIING ON TH[ WALL. {TRIPI..[ (OUIOORUPL( 11 4" W.OUS) 0 1.10.,B[RS THE EOG[ OF THE BASE 1.AETAL MD THE TO[ or TH[ \\'ELD MAY 8[ LESS THAN 9. ~,~ = G~ ~~~~ s:~~~ffG SNOW lO>OS. SE( D(S!Gfl CRITERIA ON 51.1 ro SEE If SNOW LO-'OS ARE ...WUC"8U: 10 THE PROJECT) TYP. U.N,0 1/16" (IN) PROVIDE THE WELD SIZE CLEARLY V[Rff\ABL[. 10 l!IIJlf A Dt,l(KSIO!< UJ!,18(11 8£.N,1 IS SP£0fl[I) lH[ CO,~TIOC1CIR WAY OOlSC TO USC A Q.I.UM SUM Of [OU,11_ CIR IHAl!R NOtitW. "IIIQIH di DCPTH. 11.AU.Q.I.ILAl,I BUI.IS SIW.LB[ Slfl'O!{l[1) B'r"(WAU "11(1Tl1I WAU. Wi()IH) POST (ie: 2rii sruo 11N.1. • US[ 6rii0ff2 POST) TABLE J2.4 1123. . ~!H[ (N !ill.OS ,._ BUIN HDA NG 1,1\,\TI SUSTPUIY l'ORT'S ~-lil SNIIUSOW I lI..IH£ O...OS uP UFl!OII S[ TH[ ROOf 10 IH[ fOL.tn\OOli /,[)Ol<IJOTIO!W. SIUOSF Nl:CCIS.S,OR"," TN( H[-'O[R OR (1(.1,),1 Sol[ lHAT CORRESPONDS TO A l,0[1,00[R TMC[ TH[ ltNGTli AS TH[ ACTUAL AJSC MINIMUM OF flLLET WELDS SP""'1 (;e: ,._ 6" WALL '111TH A 6" OP[HING / H[Al)(R US( ,._ S 1/6"•12 GLULAAI W/ {2) ffilMU(R STUOS {R[OUIRfll fOR A 12" OP[NIG) 1,. ~~/=E~~~;:':.is/OHIUlbNG & HO!!S~£>R'llllilS MAT HA',£ A2, SIU. PIA!( w/ Hll.11-Ct!I (.1451), 1· D.IB[OSNOI PIN'S Ore· o.c k U, (NDOF tdW!XJALPIECES Of" MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF nLlET 1S. TH( CO!HRACTOR MUST COORIJ!W,l[ & If N[CE.Ss.<RV O!:CRU.SE me SIU. BOll SP,•UIG so Tt<.',.T TH[ TOT-'l. NUJ.IB[R Of Sill BOLTS R[O"O. AA[ INSTAL1.CO IN .OU PAAT JOIIIEO (IN) WELD • (!N) SHEAR"NAl..l SILL P\),l[S (1[: IN A~- 51,EARW~ll W/ SILL BOLTS SPACEO O 16" 0/C dig• Off EA. [NO lH[R( SHOU\.D B[ •8/16+1-4 SILL BOLT I.NCttORS) 16 .... T flJLL HEIGHT / SHCARWAlLS SIJP'PORTIUG JO!STS/TIWSS SPANS GREATER 111»1 JO".J•".&311" (COIIBINl)(O SPA.~S or J0".3•".&J8" EACH SIDE Of TH[ \OU) USE 2. or11 ,;, STUDS 016" O.C., 2~ SE:L(CT SIRUCl STUDS 016" O.C.. & J• Dfl2 STUOS 016" 0.C. ~£SP[Cll\lELY, l'l'P. (STUDS OVER HEADERS CAN BE 2> Ofl2 0 16' O.C U.N.O.) TO 1/4 INCLUSI..-C: 17. N..l. BCNIING SttLJRYl",',LLS MU'S! 11,1,V[ SHD,IHING P1:rwooo. OSB. OIi GTPSU.~ IIOARO) Of< BOl;i sa:s Of" TH[ Sl\/0 Yl1TH coot MJH .. lll,I ... Tl/.CHU["1 00 BCTTCR. !YI' OVER 1/4 JO 1/2 3/16 DOUBLE TOP Pl.AT[ ,;, SLOPE WHERE REO'O. OVER 1/2 TO 3/4 (USE311SHN'EDPL. ,U:---''---'J._JL_JJL-...JL_"----"-.IL-''---l!irn--,1,---rr-~ ~~~P _3 1 ~~~- i::: U:t ;3;. ~DS ,;, S/16 W/ 1 1/2" I.IIN. DIM. 8"-12"0PENINGUSEJ-211Kll'iGSTUDS MR WHERESLOPEISREQ'D.) 12'+ OPEMNG USE J-2• KING sruos & (4)16dNAIL5 OHR EADEBEAi.i R REOU"RED BRACE HOOER BIO( TO ROOF rRJ,,l,l!NG •LEG DIMENSION OF F!LLET WELOS. SINGLE - P/>SS Wl:LDS MUST BE USED. EACH END NWBEROf ~ TffiMf.lERSIUOS ll----tt~-tt--~2x STUDS O 16"0.c STUD W.•6 5 FILLET WELDS SUo,ir PSON l<INC A.3STU5 O T&B sruo w.,e IOtt--tt---if--it-~ (I) 2• m:M11ER STUOS 0 o'-12' & STUD w.~10 HEADERS HOR.fOROPfl'GS h OR (2-2•) 012'-16" HEADERS lARGERHWl 6"-0" STUD W.,I2 SlliD w.,12 USE6xPOSTUNDERAl.tOTHER "'""" HEAD(RS.U.N.O. STUO W.~I3.5 2• STt.GG. B!.OCKIUG WASHER SCHEDUI E GlUlAM 0 SHEAWINC EDGES, l'IP.8"-0"lilAX. BOLT STEEL PLATE STtJO W.• (1" Of W.,6 POST I\ t-\l.$.fA'!lll.ERffiaffEEL 0£PTH P£R FOOT 'MiENTHIS[)jVENSIOtllSGREA.TERlHAN SIZE SQUARE RottROULAA Of HEAD[R SPAN) 4" USE (4) 2• ~LL PLATE MDIEBERS C BOTTO~ Of OPEU:NGS W.OCR TttA.'I 4' 1/2"0 3" X 1/4" 2 I/P"1(16/4i 7/64" 2x BLOCKING WHERE S/8"0 J" X 1/4" 2 3,/ll"5/IS/li"9/64" HOLOOWN If REOU.RED - NiCHOR BOll 3/4", J" X 5/16" J X 13,.f&/32" ~ 5/32" SEE FOUNDATION PLAN OCCt.lRSATSTUO 7/8"0 3 1/2" ~ 5/8" 3 t/l!".3("7/~611/64" Sill PL.-\TE, SE[ CEN(R.AJ_ WOOD , .. l 3/4" x 7/16" x2f/i"11/64" NOTES & fOUNOAIION f>L.I.NS ' 7" MIN. SILL BOLT Et,jBED 11/8", 4" X 7/)f," 4 1/2"1(f1/~6J/16" 1 1/2"9 4 1/♦" X 1/2" 5 ~.l'S/il"3/16' SEE NOT£ l 5 FOR MORE INFO ON SILL BOLTS 6 ISCHEDULE 3 u . I TYP. WOOD WALL FRAMING PLUS TYP. HEADER AND BEAM SIZES '[ sheet S1.3 of ) 1oq• .• ,r (EJ FOOT1Mi5, TYF'. C (NJ 5' GOHG-RETE RAMP 0 l'V ll4 BARS• 16" O.C,. EAGH MY GENT'ERED IN 5t.A6 " OVER C..OMFAC,TED SUB 6RAOE ("15116 REL ..... TIVE ~Ac.TION) j ~ .a . ,,.. ,,.. I 0 . n C I ·a 0 ""'o:o~<,i,&: :1' I I ~ -~ -7 I I I L â– _ I I ~ ~ _J : 1: ~ ~ ~ I I i ~ I I ~ .a !r I ,;:,~~<, (' .a ~ n . ! I o'-'~~ (' C ,,.. I I <ioO ,...ao<u. . -~ . u 0 [ 1 £ ,,.. "'o" oo'v. I 1 ~ 0~ ~+ l I - I n u './},i,;4' H: : --r+rtr· _r-" --------,i;--ctr G' 7 L viv' ', / /:'•~.~~:-.:-:6~•cn:•~ ~ .. -7 I â– I ( ( - L _ _J [ I i:,,..,,.. I _1= ~ ,,.. l : ~o~:;-~ l 1n1. -1 : RARCRHITMECTSM , PC ,,.. -i--1r , --+h I ' : 1317EXl!CUtiYeB!Yd,Suite200 "'o"0o1;,<-vv. t+ :: LfI_j · LI drn1l=I:: , Wt\~-~~;~~~ iÂ¥~t2ni~ -7 I L _ â– I _J i1L=-·=. -=i=== .:,.~ ==== - -====·-·- == --===== ---======--====-===== ll =====--===l-~~ ~ I I ' I NOTES I THE GONlRAC- TOR M..IST VERIFY AU. EXl5TIN6 56TRLICY THE TI..ftE TENANT IN LOGIMPROVEATIOl'6 MENT TH,._T AND ARe REPeerse ORT EANY FFEGTEO Dll"FfReNCE FROM TIESE. PLAN:5 TO ntE EN61NEER BEFORE GONSTI'WGTION OR FABR.IGATION eE61N5 2. VEJ'tlf'Y HEY"I OPENINi:So LOG.ATIOHS l'V ARGHITEC,1\IA.AL Pl.ANS f REPORT AMT' GONFUGT5 TO THE EN6!NEER B!:FORE CON5TIWGTION OR FABRIGATION 6E61NS 3. THESE ~N5 ,t.ND ~Y515 ONLY~ llE LOGAL.IZEO .-.REA$ 6EIN6- EFFEGTED BY' THE ~NT REMODEL. "5 SHO;otM IN THESE Pl.ANS. AU.. OTI-IER ANAL Y5l5 (IF ~JReO) ARE TO ee PERFORMED BY' "'""""· "4. SEE 11.,'l"OFIMATHE T5ITON-'HP, TYi"'ARO . DETAILS FOR MORE INFIU. 5. Tl-lER.E l'iA5 LIMIT'!!!D AGGESSIBILITY TO 'THIS SPACES ROOf' 5T'FWCTIA'U:, >'iAJ..L FFU..•UN6, AND BIJILDIN6 c:.ouJMNS D\JRIN6 B'T'A~ 5tTE VJ5!T, 50 5'TlWC.~IN6 !:>IZES l'ER.E OETERMJt-£0 TO THE 5EST Of' OI.R AelLIT'r' !'"ROM ~AT~ VISIBLE. II" TtE GCNTRAGTOR C.~ VER.IF'!" BY f>IZE AHO ~6NATION AU. l!!X!5TIN6 FRAMIN6 ~lF!C.AU.Y IN LOCATIONS 'THAT ARE BEit.So EFA::C.TED BY THE Tl:NONANT TIFIED IMPRO!Ml-1EOVEMENT IATEL Y THE BEFEORE N61NfC.OER N!:>~TRLIGT TBE ION OR FABRIC.ATION BE61Nf>. b. D..RIN6 nE DEMOLtTll»I OF ALL INTERJ~)('TERJOR FRAM!N6 (I'd ~ ON Tl-I= DEMO P'1.AN) THE t:.oNTRAGTOR l-1J5T V'Eflln' 11-IAT ALL f"l'iA"'(IN6 C.OMIN6 OVT(IE, BE!NIS DEMO'D) 15 NOT LOAD BEAR!N6 OR THf IF U)IT Nll"t,6.G.15 LOTAD OR BE""'6ART !N6 BE SHORIN5TAU.IN6 E:0 PROLNTV!IL DEO BY PEl'lMANENT STRUc.11.IRE (AS 5PEC.!FIC.AU.Y DETAILED IN~ PLANS) t5 c.oMPLETEL Y C.ONS-TRUc.reo. ne c..oNl'RAGTOR 1-1.15T GONTAGT TlE EN61N:EER BEFORE GON'TlkJIN6 Y'il'TH C.0'6T'FWCTION (IN 11-IAT .... RE.A) IF TH!!:~ ARE~ Olf" THE EXJ5TIN6 !:>TAlJG~ THAT AP'P!!:AA TO BE OR ARI!! LOAD Be:AAIN6 (l.o., ALL 5TRUc.TlRAJ... ELEMt:NT5 5lJCM "5 BEAM5, Y'<ALL5, C.OUJMte. FLOOFVR,OOF FR.AMIN6, ETC.) .... ND ARf: ON THf De)-10 PLAN TO ee 111.EMOVl!!O BUT Ml:' NOT ADDRe::6ED 1-'tlll+ ADDITIONAL Fl'tA"'(lN6 IN Tl£ Sll'WC,T\.ftAL PLANS 6EFo,;tf: GONTll'IJ1N6 l'(l'TH GON5T!'aX,TION IN THAT AREA EPOXY OP110NS FOR EPOXY DOl"EL.S TO C.MJ OK TO USE: SIMP'f>Ot,I S!;T-XP (IAPMO ER-.265. L-'RR 2S"lb5J HILTI H'T"-10 (IC.C. e:R-:265:2, IC.C, e:R-334.2, sheet LAAA :2!,qflO, LA.RR ~41) FOR. EPOXY DOYa.5 TO C.Ot-lGRETE OK TO USE; 51"'1PSON 5ET-XP (IGG ESR-250&, LARR .2,14-4) HILTJ "f ,00-SD (IC.C. ESR·:23.2.2, L.ARR. 25100) HILTI H'T"-:200 (IGG ESR-9lf>1, LJl,.RR 25'!64} S2.1 FOUNDATION PLAN I 1 of --- SGAU:, 11e·- r·-o•i ) 00 SLAB , Rf!INF. see FOUNDATI01'i PLAN FOR MORE INFO 114 OOi'Ei...S o 12" 0£,. DRILL t Ef'OxY TO RE (EJ 500$LAB -50 l'V EPHOIL XY Tl (E)Sl.r "'8\ :~•L ~~ •4 GONT. (N) 2-21(6 KIN6' 5TV05 (N) 2-21(6 KIN(S, S'TIJOS V{,' 16d STJTC.H NAILS V{,' 160 STITCH NAILS •6" O.G-. I •6" O.G. 06" O.G. I 06" O.G-. TO 61(6 POST TO 61(6 P05T /N)EPG _,-- SEE ARGH'L.. PLANS FOR RAILIN!> INFO. (E) b" GOHGRETE 5lA0 61(6 0F"2 /'VERIFY) ~,4 BARS• 12"o.~. EY'i GENTEREO IN THE SLA6. TT"P. A5 5HO,"(N C 0 0. (N)OPENIH6 ~ 0 . U5e MOIST GONGRETE !:>AND (ASTM G-:3:3) A5 PILL (GOMl"AGT TO "15'5\S IF NECESSARY) DOl'iN TO GOMPAGTEP (<{9) EX15TIN6 SOIL (OPTION, IJSe 'SOLID GONG~ !N Pl.AGE OF THE MOIST THE CONTRAGTOR MAY GONGRETE SANO}. 'TYP. CHOOSE TO MAKE THIS SOLID GO:-IC,RETE O T.O. GOMP-'C,TEP EX!STIN6 (NJ BGCIP05T SOIL (O.!$ GOl-lPAGTIONJ TWEIR OPT/ON. BASE (E)SILLPl.ATI! (E) SIU. PLATE (N) SIMPSON "95 lfVII& I( 1/2" l"E>. INTO 5HEA11-t1N6 C IOd NAILS INTO THE 6LOC,K THE G.ONTRAC.TOR MJST V'ERIFY THAT TH!; 1/2" "& l'6 OONT PENETRATE THE TOP SJOE Of' THE S1£ATHtH6, TT'P. O EA. BLOCK (N) GONG-RETE LANDI~ (EJ LAN.DINIS TOP OF (N) KIN6 swc (NJ <4-16d PER 61.0C.K EPOXY w 51MPSON 5ET-XP EPOXY SIMPSON L TS lb •-4 DOl'aS • If>" O.C.. DRJLL AND EPOX'I" TO (E) GONGRETE l'V SIMPSON !:>ET-XP EPOXY. 5" EMBEPMENT MIN BJ==================~ [I (AS~~~Sls ~~~~ i~{ (EJ FOOTINI$ TO <I~ lF NfGE~ARY) OOl"IN_) TO GOMPAGTEO (<I~ EXISTIN6 t---==-::-------------------------lRRMM SOIL {OPTION, USE ecuo GONGR.ETE IN Pl.AGE OF ne MOIST GONGRETE SAND), TT"P. 1 I ~~ ~~~-0" ----- _ ~3~7~x~:~~.~:m:~ T.O. GOMPAGTI:P EXl5TINcS> 1---~=~~~-----------------------------------------1 ~ni~-~~~~:;1Yt,~1~~ SOIL ("I~ C-OKPAGTION) ---e-- S-4 DOl'El.5 o 16" O.G. DRILL , EPOXY l'V 51'"1!"50N Sf;T-Xf' EPOXY. -4" Et-eEOMl:tiT MlH. n 5 DETAIL -----~--~----- !>l'...,1,,1...E, t· â– !'-0" u . .. '[ street S3.1 of Permit #: 677 Permit Date: 05/11/15 Permit Type: COMMERCIAL ALTERATION Project Name: Dollar Tree Applicant Name: Paroline & Associates Applicant Address: 3617 SW Charlestown Street Applicant, City, State, Zip: Seattle, WA 98126 Contact: Andy Paroline Phone: 206-719-0339 Email: andy@parolineassociates.com Scope of Work: TI for Dollar Tree Valuation: 150000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel # Address Legal Description Owner Name Owner Phone Zoning SHOPPING 541 Groceries (With 00461803000100 121 E BURKE AVENUE CENTER PROP OF or Without Meat) ARLINGTON LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License # Darren Patterson, CONSTRUCTION Marco Contractors, Inc Martin Smith 724-741-0300 Controller 100 MARCOCI016L8 CONTRACTOR Commonwealth Dr Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING 06/05/2015 Tenant Improvement BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 05/11/2015 BUILDING ALTERATION COMMERCIAL 05/11/2015 No comments, LT PW-ADMIN-GIS ALTERATION The building has a single water connection. the City of Arlington does not use deduct meters between tenants. An COMMERCIAL 05/11/2015 RPBA is required to be installed as premise isolation after PW-WAT-REV ALTERATION the meter before any branched connections. Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $1,738.25 State Surcharge - 1st DU Residential - 1st Unit $4.50 Building Plan Review Table 4-2 $1,129.86 Total $2,872.61 Attached Letters Date Letter Description 05/14/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/10/2015 andy paroline 54906748 cc $2,872.61 Outstanding Balance $0.00 Notes Date Note Created By: 05/11/2015 Large plan set in the review room. Launa Black Uploaded Files Date File Name 09/23/2015 1295700-Dollar Tree CO.doc 09/15/2015 1282252-TCO Dollar Tree.doc 06/10/2015 1133577-Health Dept. Letter.pdf 05/11/2015 1086096-121_DT Arlington Arch Struc Plans 050515_Part7.pdf 05/11/2015 1086097-121_DT Arlington Arch Struc Plans 050515_Part8.pdf 05/11/2015 1086098-121_Electrical_DT Arlington Elec Plans 050515_Part1.pdf 05/11/2015 1086099-121_Electrical_DT Arlington Elec Plans 050515_Part2.pdf 05/11/2015 1086100-121_lighting_DT Arlington Lighting NREC Forms 050515_Part1.pdf 05/11/2015 1086101-121_lighting_DT Arlington Lighting NREC Forms 050515_Part2.pdf 05/11/2015 1086102-121_lighting_DT Arlington Lighting NREC Forms 050515_Part3.pdf 05/11/2015 1086088-121_DT Arlington Arch Struc Plans 050515_Part1.pdf 05/11/2015 1086090-121_DT Arlington Arch Struc Plans 050515_Part2.pdf 05/11/2015 1086092-121_DT Arlington Arch Struc Plans 050515_Part3.pdf 05/11/2015 1086093-121_DT Arlington Arch Struc Plans 050515_Part4.pdf 05/11/2015 1086094-121_DT Arlington Arch Struc Plans 050515_Part5.pdf 05/11/2015 1086095-121_DT Arlington Arch Struc Plans 050515_Part6.pdf 05/11/2015 1086073-121_Commercial Remodel Permit Application_response.pdf 05/11/2015 1086075-121_DT Arlington BLDG Structural Calcs 050515.pdf 05/11/2015 1086078-121_Mech&Plumbing_DT Arlington MP Plans 050515.pdf 05/11/2015 1086079-121_Mechanical_DT Arlington MECH NREC Forms 050515.pdf