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Plans BU P2017 = 00124 OUTLOT RETAIL BUILDING # 1 TIGARD OR A....1 O N ` ♦a a co CO Us ill es ARCHITECT GENERAL NOTES INDEX VICINITY AND AREA MAPS L5 BCRA ARCHITECT OF RECORD „,., 1. ALL NEW WORK SHALL CONFORM WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, 2014 SHEET DRAWING DESCRIPTION (1100) N 2106 PACIFIC AVE, SUITE 300 u' `°°�•" _,,, = 7 i : `" OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING < r TACOMA, WASHINGTON 98402 s :Fvm JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. NOTE: EXISTING BUILDING PER 2010 ARCHITECTURAL TEL: 253-627-4367 FAX: 253-627-4395a OSSC CODES. GO.O1 COVERSHEET PCI W:C4 0%C o i ' STRUCTURAL ENGINEER A1.01 OVERALL FLOOR PLAN � � 4 a,n^ 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO A1.02 ENLARGE FLOOR PLAN w, R . VERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING AND SEA °' 1 fr AGAIN PRIOR TO BEGINNING WORK. A1.03 ENLARGE RCP BCRA ..w �..E.a,m, �� ENGINEER OF RECORD a \, A2.01 OVERALL ELEVATION 2106 PACIFIC AVE, SUITE 300 �> ' r ^ ` e ' . A 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY A3.01 ASSEMBLY TYPES, WALL SECTIONS AND DETAILS TACOMA, WASHINGTON 98402 c •''s. •• _ m a '•�z DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED A3.02 DOOR SCHEDULE AND ROOM FINISH SCHEDULE INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS A3.03 TYPICAL RESTROOMS AND ELEVATIONS DOU LAS TEL: 253-627-4367 FAX: 253-627-4395 ,.a ,, A,,, "�, c mpg OR RULES OF JURISDICTION HAVING AUTHORITY. A6.01 ROOF DETAILS _ 0= R . ,4 �� MECHANICAL * "� s K 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, STRUCTURALir TA(OMA, A� 4 } TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. S0.01 GENERAL NOTES AND DRAWING LIST 9 #5424 ,( HENDERSON ENGINEERS, INC. .,• . , . s •4-`` ENGINEER OF RECORD R � 5. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM SO.02 LEGEND, ABBREVIATIONS LIST, INSPECTION SCHEDULE, AND DESIGN CRITERIA �p�R� 8325 LENEXA DRIVE, SUITE 400 • " SIZE € S2.01 FLOOR PLAN F , FROM DAMAGE. LENEXA, KANSAS 66214 ""'" S2.02 ROOF PLAN TEL: 913-742-5000 FAX: 913-742-5001 " � ` 4, `"""T 6. PRIOR TO BEGINNING WORK, PROTECT ALL EXISTING PORTIONS OF THE BUILDING FROM DAMAGE. S2.11 ENLARGED FLOOR PLAN AND ENLARGED ROOF PLAN CONTRACTOR SHALL CLEAR AND REPAIR ALL EXISTING COMPONENTS AS NEEDED PRIOR TO S4.01 TYPICAL CONCRETE AND STEEL DETAILS PLUMBING TURNOVER TO OWNER. • 7. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER. SPECIAL INSPECTION REQUIRED HENDERSON ENGINEERS, INC. �� -- ENGINEER OF RECORD 8. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY State of Oregon Structural Specialty Code 8325 LENEXA DRIVE, SUITE 4001111111111111111111111111111111111111111 LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT LENEXA, KANSAS 66214 nilista� II o m m � �onc to and Reinforcing Steel TEL: 913-742-5000 FAX: 913-742-5001 4 IIIIIIIIIIIII I l,�,�,�. r IID 1 PRIOR TO FRAMING. " OtlitE +�H-o o 11�E,I1I I E III I I I I D Its Installed In Concrete RECEIVED ELECTRICAL 9. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF ❑ Special Moment-Resisting Concrete Freme 01+1-61. 1-H-11-0 I I IIII�M 1: CONCRETE UNLESS OTHERWISE NOTED. HENDERSON ENGINEERS, INC. / �IIIII■� ��II rrrrrrry ■ ❑ Rein ng Steel&Prestressing Steel Tendons ENGINEER DERS OF RECORR _ dpiffe .li TTrf t - 10. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. StnrcturalWelding MAY 1 6 2017 8325 LENEXA DRIVE, SUITE 400 = : L' Ti ' 1 I <�L : Iii ❑ High-Strenght Bolting CITY QFTiCA � 11. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. CI LENEXA, KANSAS 66214 = , U ElStructural Masonry TEL: 913-742-5000 FAX: 913-742-5001 _ QH{Fr }I}1}H}01 12. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. ❑ Reinforced Gypsum Concrete FIRE PROTECTION Ill 111111 • limn ; ❑ Insulating Concrete Fill F111111111 .� © 13. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. OUTLOT BLDG i 1 IJ + x B ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL CI Spray Applied Fre-Resistive Materials HENDERSON ENGINEERS, INC. i� ` BE DONE AT CONTRACTOR'S RISK. ENGINEER OF RECORDo ❑ Pilings, Drilled Piers and Caissons 8325 LENEXA DRIVE, SUITE 400 • 111 14. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ❑ Shotcrete LENEXA, KANSAS 66214 a n��� w �, ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST d H TEL: 913-742-5000 FAX: 913-742-5001 - BEAR THE NAME OF THE ARCHITECT. CI Special Grading,Excavation and Ming U, I-- ,\111-1+1-1-1-1-1-0-H-1-0 , �to - El Smoke-Control Systems Z Z ❑ Other Inspections _ Q 5 Z m w J 1 CODE INFORMATION W LOCAL JURISDICTION: CITY OF TIGARD OCCUPANCY ANALYSIS (CONT.) MEANS OF EGRESS ° 0 CODES UTILIZED FOR NEW WORK: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 506.5.1 FOR ONE-STORY BUILDING WITH MIXED OCCUPANCIES THE TOTAL BUILDING REFER TO LIFE SAFETY PLAN FOR EGRESS CALCULATION FOR EACH TENANT D 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) AREA SHALL BE DETERMINED PER 508.1 OCCUPANCY CLASSIFICATIONS PER 2014 OSSC SECTION 302 0 LL 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OCCUPANT LOADS CALCULATED PER 2014 OSSC TABLE 1004.1 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 508.1 SAYS TO COMPLY WITH 508.2, 508.3 OR 508.4 NUMBER OF EXITS PER 2014 OSSC TABLE 1015.1 AND SECTION 1021 - ' in 2014 OREGON FIRE CODE (OFC) anor=ARO Z 2014 OSSC CHAPTER 11 & 2009 ICC/ANSI A117.1 508.3 NON SEPARATED OCCUPANCIES 1007.1 ALL EGRESS COMPONENTS SHALL BE ACCESSIBLE AND CONTINUOUS TOA PUBLIC WAY -- F REVIEWED FOR CODS COMPLIANCE i7; Pr CODES UTILIZED FOR EXISTING BLDG: PER 2010 OSSC CODES 508.3.1 OCCUPANCY CLASSIFICATION. CODE REQUIREMENTS SHALL APPLY TO EACH 1014.3 COMMON PATH OF EGRESS TRAVEL MAXIMUM 75 FT AT 2 & M OCCUPANCY, 100 FT AT B OCCUPANCY. A K CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED PP ' Y f �GOSecI _ a1al l�o DEVELOPMENT ZONE & MUE: MIXED-USE EMPLOYMENT PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE PER 302.1. REFER TO SAFETY PLAN FOR ACTUAL DISTANCE OTC: i ( _.I O0 O 8 o OCCUPANCY: ASSEMBLY A-2 RESTAURANT THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 SHALL APPLY TO THE ENTIRE -ir tniffc__ co (RESTAURANT) BUILDING. EXISTING BUILDING IS FULLY SPRINKLERED PER NEPA 13 ORDINARY 1016.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM 250 FT FOR A-2 & M OCCUPANCY, 300 FT FOR B OCCUPANCY. Penult ,} , ©, H J cc LIT BUSINESS B (HAIR & NAIL SALON) HAZARD GROUP 2 Address ` "7ailii �' D.i'�igr>sb Q O o 0 MERCANTILE M (SHELL) Sulu#t sr w 2 Z c) o CONSTRUCTION TYPE: V-B 508.3.2 EXISTING BUILDING MEETS ALL MAXIMUM ALLOWABLE HEIGHT AND AREA FIRE-RESISTANCE RATINGS Byr .i mMa Data PI o Q Q o a SPRINKLERED: YES - NFPA 13 REQUIREMENTS FOR ALL OCCUPANCIES PER SECTION 503.1 (SEE CALCULATIONS TYPE V-B PER SEC 602.5 AND TABLE 601 AND 602 (2014 OSSC) "' J rz. P NUMBER OF STORIES: 1 ABOVE) MAX. ALLOWABLE HEIGHT: 40'-0" REVISIONS TOTAL EXISTING BUILDING HEIGHT: 32' O" TABLE 1004. 1 .2 HOURLY FIRE-RESISTANCE RATING REQ PER TABLE PROVIDED REQUIRED STRUCTURAL FRAME 0 HRS G HRS OFFICE COPY SQUARE FOOTAGE PER STORY: 12,022 SF USE - AREA AREA ALLOWANCE MAX OCC LOAD ROOF CONSTRUCTION 0 HRS 0 HRS OFFICE 147 SF 100 147/100=1 EXTERIOR NON-BEARING WALLS 0 HRS 0 HRS OCCUPANCY ANALYSIS DAYROOM 229 SF 35 229/35=6 EXTERIOR BEARING WALLS 0 HRS 0 HRS STAY 121 SF 35 121/35=3 INTERIOR BEARING WALLS 0 HRS 0 HRS ASSEMBLY A-2 DINING 1,361 SF 15 1361/15=90 INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HRS 0 HRS Z TABLE 503: KITCHEN 457 SF 200 457/200=2 FLOOR CONSTRUCTION 0 HRS 0 HRS E CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 6000 SF TABLE 1015.1 PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 18,000 SF FIDO'S - MERCANTILE M m MAXIMUM ALLOWED 24,000 SF 102 OCCUPANTS (2) EXIT REQUIRED, (4) EXIT PROVIDED (1) EXIT REQUIRED, (1) EXIT PROVIDED MAX OCCUPANT LOAD W/ 1 EXIT DATEPROJECT DE DESCRIPTION 05.12.2017 cri BUSINESS B THIS PROJECT CONSISTS OF LANDLORD WORK PER "EXHIBIT - B: LESSOR'S PRE-DELIVERY BCRA NO. m TABLE 503 (A) .2"(23) = REQUIRED 4.6" PROVIDED 72" (B) .2"(9) = REQUIRED 1.8" PROVIDED 36" CONSTRUCTION REQUIREMENTS" PER THE LEASING AGREEMENT WITH THE FUTURE TENANTS (SEE o CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF (C) .2"(23) = REQUIRED 4.6" PROVIDED 72" _ 14217 (D) .2"(24) = REQUIRED 4.8" PROVIDED 72" A LANDLORD CONSTRUCTION REQUIREMENTS ON ENLARGED TENANT FLOOR PLANS FOR DETAILS). coo LY_, PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SFk. \ TENANTS WILL BE LOCATED IN AN EXISTING 12,022 SF RETAIL BUILDING AT 7500 SW DARTMOUTH ST FIE V) MAXIMUM ALLOWED 36,000 SF (E) .2"(23) = REQUIRED 4.6" PROVIDED 36" __ _-�� HALL IN TIGARD, OR. FUTURE TENANTS INCLUDE THE FOLLOWING: > MERCANTILE M MAX TRAVEL DISTANCE 49 FT OFFICE �� .�' FIDO'S TABLE 503 ��_L�7 SH� o COVERSHEET CD CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF I STAY PER 506.3 300% AREA INCREASE FOR AUTOMATIC SPRINKLER 27,000 SF r KITCHEN THIS SCOPE AND PERMIT IS SEPARATE FROM ACTUAL TENANT IMPROVEMENT WORK TO BE MAXIMUM ALLOWED 36,000 SF _ni I ' PERFORMED BY EACH INDIVIDUAL TENANT. NJ 1K. ACTUAL EXISTING BUILDING HEIGHT 32 FT MAX TRAVEL DISTANCE 33 FT�1 jJ II ACTUAL EXISTING BUILDING AREA 12,022 SF t1IDA1'ROOM I o • o • R E // g �9 9 o _ BCRA. El 423 , SITE DATA OCOPYRGXT 3013 BORA NC..LLLRC•XIS RESERVE➢ CN C / DINING PARCEL #: MAP 1S136CD, TAX LOT 04200, 2S101BA, TAX LOT 00101; AND sir LriMAX TRAVEL DISTANCE 73' FT 2S101AB, TAX LOT 01400 timp 0 i-9 _ _ _ 1 Il SITE ADDRESS: 7700 SW DARTMOUTH ST. TIGARD, OR 97223 D GZi I I � W, ' REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT ^ O . 0 1 0 V a N 0 PERMIT GENERAL NOTES LEGEND ='I m N 1 .� 1E 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS in EXISTING WALLS .•. a • • • • • • • + + ♦ M .. FROM DAMAGE DURING CONSTRUCTION. o o ;++ ;;;;;;;+++ NEW CONCRETE SLAB, REFER TO STRUCTURAL. m EXISTING • STOREFRONT REFERENCE TENANT PLANS FOR NEW UNDER 2. REFER TO ENLARGED TENANT PLANS FOR WORK IN EACH SPACE. WALLS OR ITEMS TO BE PROVIDED BY WALMART ••«'•'•'•'•'•'•'•'• SLAB UTILITIES � 1 • + + + • • • • • • CONTRACTOR •`«'•'•'•'•'•'•'+'+ • WALLS OR ITEMS TO BE PROVIDED BY TENANT � N isi L. 0 (111111) LL ( f--- a N CD gli.:1 I— 1 N O F— N .SEAL e DOU LAS 0: R-' mar e_G 1 ��1 i tATA(OMA, "A I #5424 (_[�� OF 00 0 0 0 0 0 0 0 0 0 0 I I I I I I I I I I I I I I I I I I I I r o (0 Z H 1 I I I I I I I I I Z Z 1 o 1 IThr J W 0 1A--- _ _ MM �I y co ,_ _ _ .^ —. . , •. ♦ •-•-•-• + f•f-•-•-•••-+;+ f-•••• _ 1 • • . f f •f • ♦ f f f • ♦ . + •f f + W • • • •••a••- • • •+ •♦ • •• • •• • •• ••-•-•• • •• •• •• •• •• •• •• • •• •• •• •• •• •• + •+ • •+ +++,.;+;♦'•;+•}•f•ffaaf•f♦f•• +••.••••♦}}J+}•a•f•f•f••••••••♦• ••a♦••.•••••.+•• FIRE I ELEC. ROOM �< �I I it f f .'. . • }'}L. . h •f • . f . . . f •• • • . . . . . • SPRINKLE 102 L -� ~ O • •• •• •• •• •• •+ •• •♦ a • •a + + •• •+ •+ ••'+ ♦ • • } • • • ♦ + f • ♦ ♦ •♦ • } } • + • • ♦ •♦ ♦ } • • •a •• •+ •+ •• •• •+ • •♦ • a f • • _ • +,'.'•'f'•'a'. •. + + .'.'.' •} • • f '.'+i+ . 1',',', , , • •'• • } • .'}'� 103 • ♦ •f •f •f •f •• •a •a •• •♦ ♦ •+ •• •♦ •♦ •♦ •• •h •• • •• •• •♦ •♦ •♦ ♦ ! } •• ♦ + + a a •} •+ } + • } } • •• •a• •f •f• •f •f •• •+ •+ a ♦ •+ •+ ♦ •+ •+ •} •h •f •a •f •f •♦ +•+1+++, + +•+++++ + • • ♦ ' I- 7 1- ♦ ♦ ♦ • ♦ ♦ • a a ♦ a • •} • + ♦ a a •a a f a ♦ } • • + + } a • } ++.4..........++. • • • f • + + « . } ••. .•a•+ f•f•••a • • + + + + } } ♦ f ELECTRICAL EQUIP. • + . • • . . . a . . ♦ } , h • ♦ •a • • . , ♦ . . •♦•. • ♦ •. ••. f•f oo +•4•+•4•+•+++•+++++++.+..•+++ a ♦ • f • ♦ a ♦ • ♦ + • 1 ......•+ • f ! • f ♦ ♦ f ♦ + ••••••••• ♦ ♦ f 4 h a f • ♦ •♦ • • • • • • ♦ + • • • • a ♦ • • h • } } • • • • } + a ♦ a '+ f f • ♦ a CC • • • • • • • } + • • • a + • '♦ + + + + • • • • • • T • • • • +'+ • • • O a • + + • ♦ • + • • ♦ • • • • • • ♦ • • • • • .'+ 4.}`✓I ••♦ • + • — ♦'a 71..+++++++++++++++++++++++++ + + + +++++++++++•+•4 - .l 11 •11 a . • • • • ♦ • f • • + 7777 + + + ++++++++++++++++1++++++++++++++++++++--« ♦ + + ++++++ ;_ I I I I I I M • • • ♦ + • + • • • • • • • } + • 2 • • ♦ • • ♦ ♦ • LO • • ♦ • + ♦ + • • • • • } + + ;•;•;•+•;•;•;•;•h I CC N 1- :+:+:+ ♦ a+ n 4 Cb • } ♦ } • •}♦+I +f• O + • • • } + +'}'+'+'.'+'f`•`♦ I I I I I Q L — •+'+'+++'+'+''•'a J 7 C Z u• 0 I + + + + + + + • cc + f • • + • • h O - - - •+•+•'•+•+•+•+•+• — —Ilal--. 1. - - - - - - - - - - - - - - - - - - — — - - - - - - - - - O 1.Y / n r •• •• ••• •• •f ••• •• •• f •f + + + •f •f • • t13 \-- • f• • 4. + '+'♦• •+ • VACANTINEXISTING VACANT EXISTING VERIZON STORE REVISIONS ,,+,+,+,•,•,+,+,+, FIDO'S - • I SHEAR WALL SHEAR WALL 1 I o •. ••,;,;•;•;•;•;•; 2,775 SF TO REMAIN TO REMAIN • • • + • ♦ f + • Q •+ • • • + • • • • i • + • + , • • ♦ • O •. •'•'••'•+'••'•+`••'••' o •• • ' • • + • • • I ? I I I I I I I • • • • • • • • ♦ • • • • • + ♦ f • • • +/ , I j� ' • • e ♦ • • • I i I I I I I I I U a DATE 0 - I I I I I I I I I-<( 05.12.2017 z CL BORA NO. ce o _ � 14217 o I I I I I I I I - CAM FILE a W -A101 OVERALL FLOOR PLAN 061.dwg ce > - - ---.. . — _ r �= 1 . SHEET DILE 0 I T OVERALL FLOOR PLAN L _ ____ I --)--7 1 ---)---rTh E t,1 —� 1 I 1 1 J I rC4 7 I 1 1 1 1 I L 1 1 '1 I AND SIGNAGE J L I J L J ELEVATION 0 L J L J L J 1 I I I I I I I I I E TYPICAL TENANT SIGNAGE a PLACEMENT. REFER TO ELEVATIONS 70 FOR HEIGHT. FOR INFORMATION ��RA �� i 1 I ONLY. ALL SIGNAGE BY TENANTS. 1 I I I I I I SEE ELEVATIONS Si, C 2015 •0CR4 INC ALL RIGHTS RESERVED CN 0 0 0 0 0 0 0 0 0 0 SHEET T O M N 46 iv FLOOR PLAN - OUTLOT BUILDING #1 0 4' 8' 16' A1 . O1 0 G cu SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1'-0" i PERMIT tI c;13 N 0 O, CII w 3 0 0 0 LANDLORD CONSTRUCTION REQUIREMENTS L $ 7'-1 1/4" 391- 5/8" 1. RESTROOMS PER PLANS N y y 2. ELECTRICAL PANEL, FIXTURES AND OUTLETS PER ELECTRICAL 0 = 1 I I 3. HVAC SYSTEM PER MECHANICAL LL i 4. PARTITION WALLS PER PLANSLIO) c a 3'-7114" 11'-8" / 8'•7114" / 8'-7518" ? 5. A FLAT CONCRETE SLAB ON GRADE READY TO RECEIVE FIDO'S FLOOR ^ = 1 1 COVERING WITH STANDARD FLOOR PREP BY FIDO'S g a ei r 1 r 6. DEMISING WALLS AND INTERIOR PERIMETER WALLS SHALL BE PER SET CI Lo CN o I I I I I SCHEDULE 1I 1 I I 7. CEILING SHALL BE 2' x 4' LAY-IN ACOUSTIC TILE. CEILING HEIGHT SEAL I I I I I SHALL BE PER RCP. 8. LIGHTING SHALL BE 2' x 4' LAY-IN FLUORESCENT FIXTURES O — _ I _ -�_ O /1 / / I I K / „ / 11 APPROXIMATELY ONE FIXTURE PER 90 S.F. ALL FIXTURES SHALL BE telAket SWITCHED IN FlDO'S STORE AT BREAKER PANEL. \ / ❑ + + + + + + + + + + + + + + + + ___ + + + + + + + + 9. ALL DIMENSIONS ARE TAKEN FROM FACE OF STRUCTURE UNLESS DOUGLAS ,, - + + + + + + + + + + + + + + + + + + + + + + + + + + I + + - + + + + + + + + + + + + + + + + + + + + + + + 0= R-0st + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _=>+ + + + + + + + OTHERWISE NOTED - �y- � ' / - + + + + + + + + + + + + + + +CORRIDQR + + + + + + + + + 1 + + - + + + + + + + + + + + + + + + + =: + + + + + + +in •-� �'�'� + + + + + + + + + + + + + 101 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A GENERAL NOTES rA' o ",ay - + + + + + + + .--J A3 F + + A3 - + + + + + + + + + + + - + + + + + + Ata + + + + + + + + + + + + + + + + MA, AA ..E= / + + + + + + + + F+ + + F+ + + + + + + + A3 + + + + fi + + + + + + + + -F + + + + + + + + 'E3+ + + + + + + i ,rp #5424 r / + + + + + + + + II + + + .' + + - . ) - + + + + •+ + .- + 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS OP Met f + + + + + + + + + + 400A + + + + + + + + + + + + + + + t_ + + + + + + + + -E + + Es + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - A6 + _3- _#,". + ,4- + + + + • '`I t I €;ES+ + + + + + + + FROM DAMAGE DURING CONSTRUCTION. + + + + + + + + + + + -r + + + + + + + + + + + <o +F f oQ -N + + t + A6 ±.' + + ir `1- ao' fiii + + + + + + + 2. SEE A3.02 FOR DOOR AND ROOM FINISH SCHEDULES. zo + + + + OFFICE + + + + + + + + + + + + + + + + + + + o + + " a/ + RESTROOM '\+ + + + +RESTROO+ + ` o Ei`+ + + + + + + + M D - + + + + + + + + + + + + + + + + + + + + + + - , + , + - + 1+ I ,�I + + + + + + 3. SEE A6.01 FOR ROOF PENETRATION DETAILS. N ra co 400 + + + + + + + + + + + + + + + + + + + + 11-101/4' - I + I 500 1 4 + + +I + 600 I + ..:+ + + + + +1= + + `o O0 - + + + + + + + + + + + + + + + + + + + + + + + I • + 1+ 44- ,- + +✓-+ + - + + + + + I + + + + + + `_ - + + + + + + + + + + + + + + + + +- + + + + + + + + + + A3 - +\ + 1 + + + + + + +\, + + + I + + E'+ + + + + +`° + + - A3 + + + + + + + + + + + + + + + + + + + + + +_F + + , + - + + + / + + + +.\ + + + + =, + + +' + + + + p- + + + + + + + + + + + + + A3 + + + + + + + + + + iI + + -- --Th-t-.!,_,+ + ,F \4 7+ ` - +\ +I +� + + 1-r + + +e-- + + + + + + + + + + + + + + + + , - —FF + + + + + + + + � + I ++++ i- +•••.L.,+, -+-;� { 4-\+ +, �;-+--+ -'+ + + + + + + LEGEND + + + + + + + + + + + A3 + t- + + + + + + + + + .-p - "'+ + +N + + + + + - + I + + + + + + + + + + 1-1-4F + + + + + + + + + F+ + + + + + + + + + + + E_ + + +\ + + +\ + + } + + + + + + + + + + + + + + + + + + + I + + + + + � s:_+ + + + + + + + - + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + - + + + + + + JA6 + + + + + + + + + + + + + + / / / 4 4- 4 4 4 4 4 4- 4- 4 4 4 4 4 4- 4- 4- 4 4- 4_ a 4 4 4 4 4 4 4 4 4 4 4 4 4 .f 4 4 4 4 4 4 + + 11+ 4 4 4 4 4 4 + EXISTING WALLS - + + + + + + + + E: .� + + + + + + + + 3'-2112" 61. + + + - + 3'-3., + + 7'-0118" 2'-0" / / i / 0 0 EXISTING STOREFRONT E;) 4 - + + + + + + STAY + + + + + A3 H KITCHEN 4?:-.7: 60 - + + + + 301 + + F 700 m WALLS: REFER TO A3.01 FOR PARTITION TYPE - + + + ' + + + + 1 ^" 3'-71/4" 13'-6" 6'-7 3/8" N � + + + } + + + lU - + + + - .� + + 9+ H A3 m m - - - - - - UPPER WALL E-A o + + + - + + �' + Qo A3 F F F - + + + fi + :. 4- + + + + NEW CONCRETE SLAB, REFER TO 9/A3.01 AND - + + A3 + + + 4 + 4 + 4 + + + A� o A3 mo Ii \ I i ii + + + + + + + + + + STRUCTURAL. REFERENCE TENANT PLANS FOR + + + + + + —� ,,0 . s NEW UNDER SLAB UTILITIES UNPOURED SLAd,SEE + + + 13'-21/4" • 4 + \ ' SILL @ 36" + + + + + SLAB NOTES BE RE { + + + + + + DAYROOM \ + UPPER WALL:6-B"FROM F.F.TO CEILING FREEZER A8 �/� INSTALLATION O SLAB - + + + + + O H 1 + + + + P00 I + + + y, \ BY OTHERS t. Z H + + + + + + + '/p `� \ 135" C9 L - _ - - - + + + + + + + + + -0 `. X WALL PARTITION TYPE. SEE A3.01 Z Z ' - + + + + + + + + ,:n_,_ / + + + + + + + + + Q - + + + + + + + + -- A3 D Z + + + + + + + + + 4 F A3 X F WALL PARTITION TYPE TO EXTEND TO CEILING m IA 0 - - + + + + + + + + J + + + + + + + + y (FULL HEIGHT). SEE A3.01-SIM Q v WALL OPENING TO RECEIVE FUTURE / o + + + + + + + + + ~ N W -00 GLAZING BY OTHERS; / - + + + + + + + + A3 et LL LOWER WALL @4'-0" r77----+ + + + + + + + + + + + + + + + + I —F H- O UPPER WALL - I + + + + + + + + + -1 LL @ 9'-0"FROM F.FI TO CEILING + + + + + + + + 1- 15'-4 5/8" 4'-0" Y 1 + + + + + + + + + / Zo O I I + + + + + + + - - y t` O LL AREA OF EXISTING 1 + + + + + + ^�o 0. m 0 + + + + + + + lar- STOREFRONTTClBE -1 - + + + + + + % to ch REMOVED.SEE � 1+ + + + + + + + + I rn ELEVATIONS. 1 + + + + + + + + I+ + + + + + + + A3 F j 4 + + A3 + F 6'-103/4" 1T-4314" 3'-11/4" 4'-43/8" 0 N 1 200A + + + + 135 + , / / W c/ x crj + �+ + + I LL c., O O z I + + + + + + + 4 J 1 + + + + + + + + + l2e:,- A3 i- LLI Iviv.. 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A FLAT CONCRETE SLAB ON GRADE READY TO RECEIVE LESSEE'S " — _ — _ _ — _ ^--- ' l FLOOR COVERING WITH STANDARD FLOOR PREP BY LESSEE N / 14 04 ur i i i ❑ ��► ❑ �� 6. DEMISING WALLS AND INTERIOR PERIMETER WALLS SHALL BE PER SET 04 u ❑ SCHEDULE / 1 i."011111X 7. CEILING SHALL BE 2' x 4' LAY-IN ACOUSTIC TILE. CEILING HEIGHT / / LIu SHALL BE PER RCP PLANS. SEAL 8. LIGHTING SHALL BE 2' x 4' LAY-IN FLUORESCENT FIXTURES ++ 1 I APPROXIMATELY ONE FIXTURE PER 90 S.F. ALL FIXTURES SHALL BE �Gd►'�'' I i i 1------1- SWITCHED IN LESSEE'S STORE AT BREAKER PANEL. UNLESS eS, Dilke , - /-J Airlp OTHERWISE NOTED. DOU LA$ 9'-O" 9'-0" I 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING ELEMENTS FIXTURES. O: -i LIGHTING SHOWN FOR REFERENCE ONLY •_r / .� _ TA'OMA, "'A ! A OA Lf #5424 12'-O" u GENERAL NOTES Op 01 0 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS FROM DAMAGE DURING CONSTRUCTION. S 2. SEE A3.02 FOR DOOR AND ROOM FINISH SCHEDULES. 3. SEE A6.01 FOR ROOF PENETRATION DETAILS. - 12'-0" I LEGEND I EXISTING WALLS 1_I I I �t+ — -� I ( I EXISTINOREFRONT1 -----''''' ''''''''-: U ❑ — J u : ET TO A3.01 FOR PARTITION TYPE OVEu12'-0" - - - -CONDENSERS ❑N ROOF ABOVE / — IU ++++++++++ NEW CONCRETE SLAB, REFER TO 9/A3.01 AND / i ( +'++ +++++ + + STRUCTURAL. REFERENCE TENANT PLANS FOR — _ �I + + + + + NEW UNDER SLAB UTILITIES Z / FIDO'S I IL. LIGHT, REFER TO ELEC 0 o - - - - - - - I - - - - - - - - - - — / - 2,775 SF o GC u I iz, X / HVAC EXHAUST, REFER TO MECH CO W Li Q I l 0 HVAC EXHAUST, REFER TO MECH C _ u O 2 LsI-- X WALL PARTITION TYPE. SEE A3.01 D = 1 p u CD r- I I � o HARD WIRED ILLUMINATED EXIT SIGN WITH M EMERGENCY LIGHTING 0)I Lr) co co N I I I I d LLF- u O Z I x N 2 0 e2 Cl"."J IA 0 J ,, . ,_ < � o � � co a < Q0 ¢ ,, REVISIONS al El .., 2' x 4' LAY-IN ACOUSTIC TILE o / Li c . / Li K7 / z -J Lo / — t., v o / r•�X i Ea is X LIGWB CEILING 7 IT-- _ H II ❑ .— / / / /— — — — — O DATE Q I / / v i '< ' ' / /1 / i' 05.12.2017 BCRA NO. I 0 A CAN LIGHT, REFER TO ELECTRICAL cz, I 14217 I I I fi� FU I w ro I SHEET TITLE (z' I I I L _ __ _ -x ENLARGED RCP Q 1 EXISTING CANOPY ABOVE co 1 I 1 , FIDOS co i / BCR.ASo a a `COPYRIGHt 2tli8 - CRAINCALL RIGHTS RESERVED SFScNt / N RCP - FI DOS 08' 2' 4' KEYPLAN G - A1 . 03 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" la PERMIT 111 illo m `�` cap ? EQ EQGENERAL NOTES \ eft. cc, 23 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS m 4 �\ III FROM DAMAGE DURING CONSTRUCTION. a \ — — 2. 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N 400A 3'-0" x 7'-0" x 1 3/4" F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 6 400A SEAL 500A 3'-0" x 7'-O" x 1 3/4" F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 7 500A 600A 3'-0" x 7-0" x 1 3/4" F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 7 600A Ko- 700A 3'-0" x 7'-O" x 1 3/4" F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 6 700A DOU{ LAS '' f 111 700B 3'-0" x T-0* x 1 3/4" F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 -- 6 7008 *_►: / _ .. -- TAI OMA, ►►A 800A F SCWD P102 -- A HM P40 -- 10/A3.01 11/A3.01 6 800A o. #5424 OF 00 DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE GENERAL NOTES HM HOLLOW METAL 1. PAINT DOORS AND FRAMES AT INTERIOR SIDE OF RESTROOM ONLY. SCWD SOLID CORE WOOD DOOR TENANT SIDE READY FOR PAINT BY TENANT. SF STORE FRONT (TO MATCH EXISTING) 2. DOORS & FRAMES READY FOR PAINT ON BOTH SIDE BY TENANT. 3. N/A 4. DOOR AS KIND, MATCH EXISTING FINISH AND TYPE. 5. PANIC HARDWARE 6. LEVER HANDLE 7. LEVER HANDLE WITH "OCCUPANCY LATCH" Z (I) r 20>-0„ z Z 3'-10 1/4" 5'-4 3/4" o W EXISTING EXISTING L ,PER SCHED. PER SCHED.; 2" PER SCHED. 2" F- N A w�` O Um \ \ a 1-0 \ \ CJ 1 11 N11 TO MATCH / N SG SG I. a o 0 SG S-I CD EXISTING I / \ I EXISTING Luc / w a. STORE FRONT EXISTING w oo TYPE GI PEIt Q / DOOR (PROTECT) a W = 04 / --.1 L A // Iriln � O \ LI L / FINISH FLOOR 1 FINISH FLOOR v FINISH FLOOR FINISH FLOOR J \� FINISH FLOOR CI) _1 H o Wa8 '8 F G H A 3'-11 1/4" 2 _43/ » 4'-$» w � ci� d DOOR Jap REVISIONS TYPES DOOR TYPES DOOR TYPES DOOR FRAME TYPES STOREFRONT SCALE: 1/4" = 1'.-0" SCALE: 1/4" = r-0" SCALE: 1/4" = r-0" SCALE: 1/4" = r-0" SCALE: 1/4" = 1'-O" a L� J n L-J T Cn ROOM FINISH SCHEDULE WALLS DATE o ROOM ROOM FLOOR CEILINGS ROOM NUMBER NAME ALL WALLS NOTES NUMBER 05.12.2017 crn FINISH BASE MAT FINISH MAT FINISH HEIGHT BcRA NO. d 0100 DINING EC TBD G G F -- -- 1,2 100 14217 Li., C NO ALE 101 CORRIDOR EC TBD G G F -- -- 1,2 101 0 200 DAYROOM EC TBD G G G TBD REFER RCP 1,2 200 SHEET TITLE a . 0 300 STAY EC TBD G G G TBD REFER RCP 1,2 300 DOOR SCHEDULE Q 400 OFFICE EC TBD G G G TBD REFER RCP 1,2 400 AND ROOM FINISH 500 RESTROOM EC TBD G G G TBD REFER RCP 1,2 500 oc SCHEDULE 600 RESTROOM EC TBD G G G TBD REFER RCP 1,2 600 700 KITCHEN EC TBD G G G TBD REFER RCP 1,2 - 700 e" 800 CLOSET EC TBD G G G TBD REFER RCP 1,2_ 800 BCBI...A_ ��. O COPYRIGHT 2015 -BCRA,NC.ALL RIGHTS RESERVED CV SHEET ` SCHEDULE FINISH KEY SCHEDULE MATERIAL KEY ROOM FINISH SCHEDULE NOTES m MARK FINISH COLOR DESCRIPTION A CONCRETE 1. ALL WALLS SHEET-ROCKED, TAPED, SANDED AND READY FOR PAINT BY ACT ACOUSTICAL CEILING SYSTEM WHITE 24" x 48" x 5/8" F OPEN TO STRUCTURE TENANT. A3 . 02 EC NATURAL COLORED CONCRETE -- G GYPSUM BOARD 2. FLAT CONCRETE FLOOR READY FOR FLOOR COVERING BY TENANT. oa 2 PERMIT GENERAL NOTES • 1. REF A3.02 FOR ROOM FINISH SCHEDULE. R 3 2. REFER TO ENLARGED TENANT PLANS FOR DIMENSIONS. m 4 in e KEYNOTE LEGEND " N tLJ N LJ N 10.03 ELECTRIC HAND DRYER 1L = 10.06 TOILET PAPER HOLDER la 10.07 SANITARY NAPKIN DISPOSALP. L' 10.11 MIRROR c'?" a 10.12 TOILET SEAT COVER DISPENSER N o F- N 10.14 GRAB BARS (INSTALL PLYWOOD BACK IN WALLS) 10.29 SOAP DISPENSER SEC 10.30 INSTALLATION OF BASEBOARD BY LESSEE 4413°itkry DOU t.LAS,1*1/ » 0: R�.?i,,�' -. ih� ;� � LA TA'OMA, AA . i' #5424 Op O'er • REQUIRED CLEW FLOOR AREA 30k48' REWIRED CLEAR FLOOR AREA 34'%48' I 1 ——FORWARD�1 . . Z 1 C �— I \ 4 0PF � r 4 � 1 ® 1 A3.03 3 3 4 A3.03 1 OPP OPP f /1 ___11Wi / / •4 rd \\i'S, AIM 0 r 1 1'r 11 1 0 (/) 0 z Z 0 Q \ BARGED DLA\ - ISTOOv CO w Q �- 0SCALE: 1 /2„=1 '-0” w • 1- O -J 11. 0 IL. Lb M t37 0 it0 „, N I Cin Q o Z L2 � ce¢ doo o � zcoo � < aC0 O > --1N- E- REVISIONS CDZ m r - 12" MAX. 42" MIN. / DATE I (10.11 / • , 05.12.2017 39"-41" 1 NO. ao (10.29) • f / 14217 (10.03 DOOR C� (10.03) 0.14)18" 18"(1 0.14)------------. �''�° FLE APOSIPEN TION " " 10.14}36" 42" 10.14 ` � Et PROTECTIVE y TITLE 2'-O" l'--0" 10.14 42" 36"10.14 2 1/4" "_�'" TYPICAL RESTROQMS o ro COVER �DRAINPIPE 1 — `�EL - -: .....2 L.,3 L--.IL_ I .)---' ' , `� 10.07 ■ ,r • d Lc_ \Z d +C 118"MIN M t- m ...),....._ ____4 T - o \ / KNEE' M z c. _ �— 10.06 FLUSH CONTROL ' to C�Cr) E h CLR K, ;o a �_ \, AT OPEN SIDE OF Q ;,, In a N ` M eL WATER CLOSET to 0- ..7.--, \ {10.3Q \-7 ) 62 I 0 \ BCRA '' 6" MIN 16"-18" 1,.. 4 42" MAX. i „........„ . , \ \ N.,' \ \ O COPYRIGHT 2015 -SCRA,NC.ALL RIGHTS RESERVED o TOE CLR ( / (10.12 10.Q6 SHEET ui TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION mo 46 11111 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1'-0" A3 • O3 _ .,,,,0 cT 0 PERMIT le :� Z �' Of t pH M a N NtD'1 a N uS PakeN ^O Ng 1 � a NO , N SEAT. 4 ''r'llED.41%, DOV+ LAS O: R-• i � ._ei.--., 44,---Atiaf tA TA,OMA, U A '7 #5424 Op 00 WALKWAY PADS SPACED 3" APART LOCATED ON ALL 4 SIDES OF RTU, PROVIDE DOUBLE ROW ON ACCESS SIDE OF UNIT AS SHOWN, VERIFY r LOCATION IN FIELD MI Z PROVIDE CRICKET AT ALL _- MECHANICAL EQUIPMENT, IL Ah. A = z SKYLIGHTS, RTU'S, ETC. 'l•�•�`�•�`�+ CO W INSTALL TAPERED INSULATION �•�•�•�•�•' -� TO ACHIEVE MIN 1/4 INCH PER FOOT �lk��������+ . F DRAINAGE AROUND UNITS.VE• SLOPE TO PROVIDE Ce ft EMI o O RTU o oLL 71 o M0PAD LAYOUT ( TYP ALL UNITS) ,i) ? NTS 062411 C\a041-010 Lo O z O 2 0 2. 1- d• a D O 4w fl � a ©C0 \ lZ .J : i= K."'l-------2x4 TREATED REIASIONS W WOOD NAILER Lu- v-) tn v Q --3"L INSULATION BY W > GENERAL CONTRACTOR c — DECK ce o \ 1 1 O o - '� OQ ANGLE FRAME REQD FOR HUM] OPENINGS IN ROOF DECK - co GREATER THAN 10" X 10" DATE AND CURB SHALL BEAR PROVIDE ROOF PENETRATION DIRECTLY ON ANGLE FRAME. IN ACCORDANCE WITH RTU CURB CAN BEAR DECK IF \\Y 5. .2 7 o LESS THAN 10"X10" MANUFACTURERS '`N6' �, REF STRUCTURAL INSTRUCTIONS STORM COLLAR 14217 REF MECH WHERE APPROVED BY LOCAL w FULLY ADHERED NON — STRUCTURAL CURB JURISDICTION WRAP PIPE WITH SAD°FILE o FLASHING MEMBRANE I FLASHING MEMBRANE o EXTEND UP AND OVER fes.,.... _ MANUFACTURED \ REF MECH STAINLESS STEEL DRAW SHEET TITLE TOP OF CURB METAL CURB y 2' 2 �' ROOF MEMBRANE BAND CONT EDGE SEALANT \ E \ \ Z ROOF DETAILS PLACE CONT SEALANT UNDER 1 IF REQUIRED BY MFR \ 1� t FASTENER ( • PIPE AND PIPE SHING NEAR BAND � �"'�--2x4 TREATED � TYPICAL � ROOF MEMBRANE � _ . INSULATION : 2x4 TREATED 1 �, ' 1 MOLDED PIPE FLASHING u; WOOD NAILER i -,�-- - v ui w am WOOD NAILER ; I ; ' ? 3 ' + , FASTENER AND a W 3 INSULATION BY al= INSULATION BY IIHEAT WELD OR ADHESIVE j___--- ' / / GENERAL CONTRACTOR a tom— 1.-----1-I ATTACH TO ROOF aPLATE W > W > 3" GENERAL �� 00 / CONTRACTOR 1 MIN "'1 ROOF �_, — FDECK m DECK 1111.111111111 ����V I � co INSULATION ����,��������� GLASS FIBER INSULATION INSULATION GLASS FIBER B � 1.1 1L .e.._. 'U' ANGLE WHERE NOTE: WHEN PENETRATION IS NOTE: FOR ELECTRICAL AND eCOPYRIGHT 5 • NGR� RESERVED '� 7 REQUIRED \ \ INSULATION LARGER THAN 6" .' CONDENSATE PIPE PENETRATIONS ALL o REF STRUC T �I IO �-�'� FLUEREF USE SHEETS UCTURAL CURB (A - U } S TR U C URAL URB REF MECH SPECIFIICATIONS MANUFACTURERS SYSTEM ETHANE RUBBER SEAL ROOF TOP UNIT CURB FLUE PENETRATION PENETRATION 4 1 1/2"=1'-O" 052810 C\a041-007 1 1/2"=1'-O" 012712 C\a041-006 1"=1'-O" 122807 C\A041-004 1"=1'-O" 073010 c\A041-003 v J\ 6 . a1 .0 0 ._ N 0 PERMIT • GENERAL DRAWING LIST 4. g SUBMITTALS: , . ams-_ s SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT!ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR THE FOLLOWING v M 3 ITEMS: S0.01 GENERAL NOTES AND DRAWING LIST S0.02 LEGEND,ABBREVIATIONS LIST, INSPECTION -REINFORCING STEEL SCHEDULE, AND DESIGN CRITERIA -CONCRETE MIX DESIGN ,n c rn o S2.01 FLOOR PLAN RETAIL BUILDING#1 ' "' IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF S2.02 ROOF PLAN RETAIL BUILDING#1 0 THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL S2.11 ENLARGED FLOOR PLAN AND " AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN,AND SUBMITTED TO THE ENLARGED ROOF PLAN FIDOS CV a W z ARCHITECT/ENGINEER FOR REVIEW. ONCE APPROVED,THEY SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. w, S4.01 TYPICAL CONCRETE AND STEEL DETAILS M v TESTING AND INSPECTIONS: '* m TESTING AND INSPECTION TO CONFORM TO IBC CHAPTER 17 AND 1703,2009 EDITION. ALL PREPARED SOILS AND BEARING SURFACES SHALL BE a INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN N o APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. F- F+ MISCELLANEOUS: s EAL CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS,AND EXISTING CONDITIONS IN THE FIELD PRIOR TO PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS,THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT/ ENGINEER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE-DO NOT SCALE DRAWINGS. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL DAf EXCAVATIONS,AS REQUIRED,AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE _GED GE PROpF REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN 'S s_N STRENGTH. • ' • L: Ii CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. ir) s , SITE WORK • ,, 5, 0 ALL EARTHWORK, MATERIAL, BACKFILL,AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL F J JO' REPORT. EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL. OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE AT THE CONTRACTOR'S EXPENSE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR J EXPIRES: VA/17 MATERIAL,SLAB OR TEMPORARY BRACING. CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE IBC MATERIALS: CEMENT ASTM C150,Type I or Type II COARSE AND FINE AGGREGATE ASTM C33 WATER Clean and Potable STRENGTH: W/C MAX SLABS 3000(psi @ 28 days) 0.40 ADMIXTURES: WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494,AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OR ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 301 AND MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE. MISCELLANEOUS: WATER/CEMENT(W/C)RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM W/C RATIO SHOWN ABOVE. FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. O CO THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN Z CONFORMANCE WITH IBC SECTION 1905. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT,AS WELL AS Z T THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. J FORM WORK SHALL FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORM WORK,ACI 347. = Z IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE,A MOIST CURE SHALL BE APPLIED TO THE CONCRETE mJ T FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. SEE SPECIFICATIONS FOR CURING REQUIREMENTS. Zt - REINFORCING STEEL: W LL CG DEFORMED BAR REINFORCEMENT ASTM A615-GR.60 SPECIAL DUCTILE QUALITY(SDQ)DEFORMED BARS ASTM A706-GR.60 LOW ALLOY 0 WELDED WIRE FABRIC ASTM A185&ASTM A82 FY=65KS1 DEFORMED BAR ANCHORS ASTM A496 0 ci) LL SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615, GR.60 REBAR MAY ALSO BE USED IN 9 O THESE MEMBERS AND ELEMENTS IF THE ACTUAL FY PER MILL TESTS DOES NOT EXCEED THE SPECIFIED FY BY MORE THAT 18 KSI AND THE RATIO OF THE it) .� ACTUAL FU TO THE ACTUAL FY IS NOT LESS THAN 1.25. MILL TEST CERTIFICATIONS FOR SDQ ASTM A615,GR. 60 REBAR SHALL BE SUBMITTED TO THE ce OWNER'S SPECIAL INSPECTOR AND ARCHITECT/ENGINEER PRIOR TO PLACING THE REBAR. t) DETAIL, FABRICATE,AND PLACE PER ACI 315 AND AC1318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF STANDARD PRACTICE,MSP-1. WyL# i cv Lrn CONCRETE COVER: O 0O z BEAMS STIRRUPS AND COLUMN TIES 1 1/2" Cl)~ T 1i w SLAB BARS 3/4"TYP, 1"FOR RATED CONST. I— NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTH r D= o 0 WALL BARS: INTERIOR FACES 3/4" 2 T p EXPOSED TO EARTH OR WEATHER 1 1/2"(NO.5 AND SMALLER) -, J a Q 2"(NO.6 AND LARGER) CD J o 0 FOOTING: BOTTOM 3",TOP 1 1/2",SIDE 2" ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A SLAB-ON-GRADE, BUT SHALL BE PLACED BELOW THE SLAB IN THE SUB-BASE. REVISIONS WELDING OF REINFORCING,WHEN APPROVED BY ARCHITECT/ENGINEER,SHALL BE PER AWS D1.4 REINFORCING STEEL WELDING CODE. REBAR TO BE ASTM A706,GR.60 LOW ALLOY. USE E70XX WELDING ELECTRODES WHEN WELDING TO STRUCTURAL STEEL AND E90XX WHEN WELDING TO REBAR. GROUT FOR BEARING PLATE: FOR BASE BEARING PLATE,GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM FC=8,000 PSI. STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 22 OF THE IBC. U MATERIALS: DATE o ANGLES, BASE PLATES AND MISCELLANEOUS STEEL ASTM A36 o WELDING ELECTRODES 70 KSI, LOW HYDROGEN,TYPICAL 60 KSI, 05.12.2017 MIN. METAL DECK AND COLD-FORMED No. m WELDING: 16194 ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING CODE"ANSI/AWS D1.1 AND SHALL BE BY AWS CERTIFIED WELDERS. -.-- FIE 01 ONLY WELDS THAT ARE PREQUALIFIED, PER AWS,OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH -a AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES AND FOR FINAL CONNECTIONS. MINIMUM WELD SIZE SHALL BE 3/16 IN. 161945-001.dwg oFD UNO. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN.THE CONTRACTOR IS RESPONSIBLE SHEET TELE I FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL FULL rn PENETRATION FIELD AND SHOP WELDS SHALL BE FULL TIME INSPECTED AND TESTED BY ULTRASONIC, NON-DESTRUCTIVE PROCEDURES. RESULTS GENERAL NOTES OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER. MISCELLANEOUS: AND DRAWING LIST g ALL STEEL EXPOSED TO WEATHER, MOISTURE,SOIL,OR AS NOTED SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. ALL °J FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A780(GALVACON OR `` EQUIVALENT). o SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. rn Q BCR 1 t•t I 't C COPYRIGHT 2018 -BCRA,INC.Ail RIGHTS RESERVED SHEET N N T O M so . o1 0 o PERMIT GENERAL SYMBOLS LEGEND WOOD / LIGHT GAUGE ABBREVIATIONS LIST INSPECTION SCHEDULE ! 0 •� N 1 SYMBOLS LEGEND W a - AB ANCHOR BOLT JBE JOIST BEARING ELEVATION Verification and Inspection Continuous Periodic Comment i 3 A n ADDL ADDITIONAL JNT JOINT Fabrication and Erection/Placement X See Note 12 °' ADJ ADJUSTABLE JST JOIST } r51.00 HOLDOWN .t-- OTHER WALL ABOVE AFF ABOVE FINISH FLOOR High Strength Bolts N/A Turn-of-nut method. See Note 13 tri ts --------4 --- AMPL AMPLITUDE K KIP(1,000 LBS) co M ,.,, n ANCH ANCHOR KSF KIPS PER SQ FT Welding (structural) See Note 5 DETAIL BOX SHEET Q ARCH ARCHITECTURAL Complete and Partial Penetration Groove X M N ADDRESS NUMBER L LENGTH (LONG) In 4; POST ABOVE WALL BELOW B/ BOTTOM OF LB POUND Multi-Pass fillet X z t•Ir.- ! BF BRACED FRAME LF LINEAL FOOT J Single Pass fillet > 5/16" X SECTION CALLOUT 0 BLDG BUILDING LGA LIGHT GAUGE W m Q w Single Pass fillet < 5/16 X See Note 4 ^ U BLKG BLOCKING LL LIVE LOAD 1- g aR a CI POST BELOW BEARING WALL BM BEAM LLH LONG LEG HORIZONTAL co Floor and Roof deck X See Note 4I:44 ento to BMU BRICK MASONRY UNIT LLV LONG LEG VERTICAL Anchors and studs X See Note 4 1- N AI BOT BOTTOM LOC LOCATION MAY BE USED TO -- - - BRG BEARING LONGIT LONGITUDINAL Cold-formed steel N/A See Note 4 FURTHER IDENTIFY S1.00 BSMT BASEMENT LSH LONG-SLOTTED HOLE SES EXTENTS OF C JOIST HANGER IL :_ SHEARWALL ABOVE BTWN BETWEEN Stairs and railing systems N/A See Note 4 ELEVATION MATL MATERIAL Welding (reinforcement) N/A See Note 9 C CAMBER MAX MAXIMUM . ELEVATION CALLOUT CC CENTER TO CENTER MECH MECHANICAL Steel detailing and placement X SW-? CIP CAST IN PLACE MFR MANUFACTURE(R) Reinforcing placement X See Note 12 PRO F\ IL- SHEARWALL TYPE CJ CONSTRUCTION, MIN MINIMUM F r+ •-a.-- . •, CONTROL JOINT MISC MISCELLANEOUS Reinforcing welding - See above 49��' -k V-N •zr • CL CENTERLINE r Anchor bolts Xir 1 1 CLR CLEAR NIC NOT IN CONTRACT w . '► ' = / 1 CMU CONCRETE MASONRY UNIT NO. NUMBER 1 1 JOIST w Concrete sampling and test specimen preparation X 1 ICOL COLUMN NOM NOMINAL Concrete / shotcrete lacement X ,"t4 . ' CONC CONCRETE NS NEAR SIDE U pVI( 1 l • • I OR SHEARWALL CONN CONNECTION N-S NON-SHRINK Z0 Concrete curing X • :a 5.soN Oa A CONST CONSTRUCTION NTS NOT TO SCALE C3 Prestressed N/A See Note 6 f R J JO' 51.00 DRAG '������»'t CONT CONTINUOUS NW NORMAL WEIGHT x CONNECTION 1I CONTR CONTRACTOR Precast erection X EXPIRES: _ SHEATHING SIDE COORD COORDINATE OC ON CENTER ' ? DETAIL CALLOUT CP COMPLETE PENETRATION OD OUTSIDE DIAMETER POSttensioned X See Note 7 CTR CENTER O.F. OUTSIDE FACE Mortar proportions X CTRD CENTERED OPNG OPENING - CY CUBIC YARD OPP OPPOSITE, 1. Mortar joints X 0 DB DIVIDER BEAM OPPOSITE HAND CeBlock and reinforcing placement Z X See Note 12 DBA DEFORMED BAR ANCHOR PAF POWDER ACTUATED 0 Reinforcing welding See above 0 DBL DOUBLE FASTENER Grout placement X DE DECK EDGE PB POST BELOW CO DET DETAIL PEN PENETRATION Grout sampling and test specimen preparation X DIA DIAMETER PL PLATE; PROPERTY LINE Anchorages (incl. connection to other construction) X GRIDS DIAL DIAGONAL PLYWD PLYWOOD DKG DECKING PP PARTIAL PENETRATION INSPECTION SCHEDULE NOTES: DN DOWN PSI POUNDS PER SQ IN • WP A WP i WP DO DITTO PSF POUNDS PER SQ FT 1. ALL ITEMS MARKED WITH AND"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A REGISTERED SPECIAL INSPECTOR FROM AN APPROVED TESTING AGENCY. THE DWF DEFORMED WIRE FABRIC P-T PRESSURE-TREATED TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION RECORDS TO THE ARCHITECT, ENGINEER,AND DESIGN-BUILDER. THE TESTING AGENCY SHALL WORK POINTS DWG DRAWING PIT POST-TENSIONED NOTIFY DESIGN-BUILDER IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. DWL DOWEL 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC AS DEFINED BY THE -) -_1 -_1 I (_ j�//`�//`�//`J R,r RADIUS REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. 1=111=111= L�L�L�L EA EACH RD ROOF DRAIN 3. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.2 OF THE IBC. EE EACH END REF REFERENCE 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS,WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF THE COMPACTED UNDISTURBED EF EACH FACE REINF REINFORCING WORK;PERIODIC INSPECTION ARE MADE OF THE WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP EARTH EL ELEVATION REM REMAIN(DER) WELDING. ELECT ELECTRICAL REQD REQUIRED 5. WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1 ELEV ELEVATOR RET RETURN 6. CONTINUOUS INSPECTION SHALL BE PERFORMED FOR APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE Cl)NORTH EMBED EMBEDMENT RO ROUGH OPENING RESISTING SYSTEM. v1 EN EDGE NAILING El 7. PERIODIC INSPECTION SHALL BE PERFORMED FOR THE VERIFICATION OF 1N-SITU CONCRETE STRENGTH,PRIOR TO STRESSING OF TENDONS AND PRIOR TO REMOVAL OF SHORES AND Z 1,...l) EOS EDGE OF SLAB SC SLIP CRITICAL FORMS FROM BEAMS AND STRUCTURAL SLABS. Z Z EQ EQUAL SCHED SCHEDULE 8. SPECIAL INSPECTIONS FOR SOILS SHALL BE DEFINED BY THE GEOTECHNICAL ENGINEER. EQUIP EQUIPMENT SE SLAB EDGE 9. PERIODIC INSPECTION OF REINFORCING WELDING IS ACCEPTABLE WHEN IT IS NOT RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND NOT ES EACH SIDE SECT SECTION USED FOR BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND NOT USED AS SHEAR REINFORCEMENT. 5 Z EW EACH WAY SHT SHEET 10.LEVEL 1 SPECIAL INSPECTIONS. LEVEL 2 SPECIAL INSPECTIONS ARE REQUIRED FOR ESSENTIAL FACILITIES PER TABLE 1604.5 OF THE IBC. IN ADDITION TO LEVEL 1 SPECIAL m W EX EXISTING SHTHG SHEATHING INSPECTIONS, LEVEL 2 SPECIAL INSPECTIONS REQUIRE CONTINUOUS INSPECTION OF THE GROUT SPACE PRIOR TO GROUTING AND ANCHORAGES. -1 EXP EXPANSION SIM SIMILAR 11.NOT USED. H PROJECT NORTH SYMBOL EXT EXTERIOR SOG SLAB-ON-GRADE 12.VERIFICATION OF MATERIAL PROPERTIES, GRADE,TYPE AND SIZE IS REQUIRED. w n/ SP SPACE 13.PERIODIC INSPECTION IS PERMITTED WITH MATCHMARKING TECHNIQUES,THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER(TWIST-OFF BOLT)METHOD. Ce LL lir FDN FOUNDATION SPCC SPACING 14.DESIGN-BUILDER TO PROVIDE A PLAN FOR COLD AND HOT WEATHER PLACEMENT OF CONCRETE OR MASONRY AND THE SPECIAL INSPECTOR IS TO PERFORM PERIODIC INSPECTION TO F- O it FF FINISHED FLOOR SPEC SPECIFICATION PROVIDE VERIFICATION FOR THE NEED TO IMPLEMENT SUCH PLANS. 0 11 T/SLAB T/STL T/STL FLG FLANGE SQ SQUARE j EL_' EL_'- EL_- " FLR FLOOR SS STAINLESS STEEL n ,.3.. FRMG FRAMING STD STANDARD ! (OPTIONAL) FS FAR SIDE STIFF STIFFENER DESIGN CRITERIA 0 0 FT FEET STL STEEL AT FLOORS ALL OTHERS FTG FOOTING STRUCT STRUCTURAL to FV FIELD VERIFY SW SHEARWALL STRUCTURAL DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE(IBC),2009 EDITION. c TOP OF STRUCTURE SYM SYMMETRICAL GA GAUGE GRAVITY DESIGN LOADS: It 0 CNJ cn GALV GALVANIZED T/ TOP OF CV :-> SLOPE ROOF LIVE 20(psf) UJ 1=- GOVT GOVERNMENT T&B TOP AND BOTTOM ROOF DEAD 17(psf) O 0 p Z GR GRADE T&G TONGUE AND GROOVE SNOW: GROUND SNOW LOAD 25(psf) H" 0 SLOPE GWB GYPSUM WALLBOARD TEMP TEMPERATURE EXPOSURE C (n C2 w THK THICK(NESS) IMPORTANCE FACTOR 1.0 Ce 0 8 O HD HOLDOWN TRANS TRANSVERSE Q HDR HEADER TYP TYPICAL LATERAL DESIGN LOADS: w Zai ce HGR HANGER WIND: BASIC WIND SPEED 95 mph(3-sec gust) O Q HT HEIGHT UNO UNLESS NOTED EXPOSURE C ti HORIZ HORIZONTAL OTHERWISE IMPORTANCE FACTOR 1.0 SEISMIC: SITE CLASS D -2- REVISIONS IBC INTERNATIONAL VERT VERTICAL - USE GROUP I EXTENTS OF SPAN BUILDING CODE DESIGN CATEGORY D ID INSIDE DIAMETER W/ WITH SS 0.95 .- i I.F. INSIDE FACE W WIDE OR WIDTH Si 0.34 IN INCH WHS WELDED HEADED STUD IPORTANCE FACTOR 1.0 SPAN INT INTERIOR W/O WITHOUT R 3.5 WP WORK POINT TOTAL BASE SHEAR V=0.203W WWF WELDED WIRE FABRIC S2.01 SOIL: --•'--MM•--�----Ill MOM III -"M- SOIL DESIGN INFORMATION PER THE GEOTECHNICAL REPORT BY TERRACON DATED JULY 28,2011. ALLOWABLE SOIL BEARING PRESSURE EQUALS 3000 PSF(ON S2.02 COMPACTED STRUCTURAL GRAVEL FILL) 0c) DAM MATCHLINE 05.12.2017 C m > 16194 Q, FLAG NOTE CArD FILE ANNOTATION SYMBOLS 161945-002.dwg N o SHEET TIRE O LEGEND, ABBREVIATIONS LIST, E Q INSPECTION SCHEDULE, v L E AND DESIGN CRITERIA 0 BCRAr I O COPYRIGHT 201C -BCRA,INC.ALL RIGHTS RESERVED r C - SHEETN N T 0 m 2 SO . 02 O LL N a Q PERMIT — — - - liapap.I . g " .. 1 '4 il NOTES: crI 6 1. SEE S0.01 AND S0.02 FOR STRUCTURAL GENERAL NOTES, SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. 1 p- 2. TOP OF SLAB ON GRADE TO MATCH EXISTING. I g 3. SEE S4.01 FOR AND STEEL DETAILS. 4. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. cs4 us C1100) r... ..0 co =?: 2 = cri 2 ,_ r•-i SEAL 0-‘ 1 r•N . ArP ?— ., I 4: . * 15'2° 0+ k. J .1004 EXPIRES: driAii7 I 0 0 0 0 0 0 0 0 0 0 / , _ 199'41" / 29'-6" / / /20'-0" 20'-0" 201- /0" 2V / / / /-0" 20'-0" 20'-0" 20'-0" 29'-6" 71 / I I I i 0 \ \ — — — — I a I F%----1 1 1 I r MEM I I I 1 I I I I — I iir dire— , ... /...... an ci . 0., NEW INT WALLS 0 ' IZ Z 111/41 l'A -r] < 5 Z CO m -J laa NEW SOG crix--. EX COLS,'TYP i_‹7 H c?' ,--- \ti —13-- — — 13al Or2 .4., T I _ \ _ .1) 11- 13- -13-- 13- - -- 0 _1 u... FIDO'S I co LL LOO // . . 0) , I II I I I I L0 . Cn CV :gi: I"CLej l'' PI' co ° 0 0 z ------ EX SOG 1— I I - 0 0 EiJ) 2Zd (1) ce 3 7LI < 0 < c) 0 CC LI L . REVISIONS f----T!F---1 i k---7 -7—r-• 0 —IThrn all--1 ! , ---1 \-------- EX WALLS,TYP T- 1 E (._) DATE > o . _1 05.12.2017 0 CD BORA NO. >, co ` 16194 MD FILE ol . 3 16194S-201.dwg 5 SHEET TITLE c.NJ ci) -4- C3/ FLOOR PLAN ,, ,_ FIDO'S E0. Lz NORTH A FLOOR PLAN RETAIL BUILDING #1 - (1,111) BCRA COPYRIGHT 2016 •OCINC ALL RIGHTS RESERVED I SCALE: 1/8" = V-0" . R& , SHEET cN cNi >, 0 m (12 S2 • O1 o - c? PERMIT MIMMOIMMINIIII•1111111111111111111111111111111111111111111•1111111111111.1111111•1\ N „.----- . '''' •11110, le. g Si \top- co _ .. .•_-_-.-... 52 cn NOTES: 1 i 1. SEE 50.01 AND 50.02 FOR STRUCTURAL GENERAL NOTES,SYMBOLS,ABBREVIATIONS,AND INSPECTION SCHEDULE. 2. REFER TO ARCHITECTURAL FOR A FULL LIST OF LANDLORD CONSTRUCTION REQUIREMENTS. in d F-13 g .*: n v9 04 a L) Li.. . IN. 4 tt) grmill c... , tO a. 0 8 SEAL • • okeD PROA-k.. cp _,.-v•N ,,,,,,,. . * . 15,2 + 0 .f. J J004 •EXPIRES: trAdril 0 0 CO 0 0 0 0 0 0 0 199`-0* / . / 29.-6” 20'-0" 20.-0" 20.-01' 20.-0" 20.-0" 20'-0" 20'-0" 29'-6" 71 / / / / / / / / / 1 I I I I I I I I . 1 [____D _I I _I I 0 F II= 6 O „ , _ _ _ _ ._ , 0 , , 0--w aim F-CF-1 I 0 F 1 — II 1 n 1 0 :1 1 i 1 H , i 1 '1 1 I 1 I I I !1 LL--_-_- -Li -=----- --7-==---H- ri-- i - ' - I I I I I I I I I I I I _I !! I I !I -_J I-- _J L_ C` r L i 11 L_ 7 b) EX ROOF FRMG,TYP d (0 I I 1 I I I I 5 , IL. - -H.; ! L___J L_.J:1_1 H r_______ I ---1 r-- z 1 i 1 1 [• CO '1? i ! \ \\ 1' I 1 1 I — 1 i: Ct I I, I ir) 0 \ II — II i 1 Et—- --:_= ,1 .1 il .1 1 if • , 0 ,...., , , , 0 /rt 'x' )) 'X •X` 1 X 1; 1 1 I or) Et ,••/ 0 .,••/ i ; i c ti ,i VI C -----.77-r C.--C. * x \* x */, * ,1 :1 ,1 I Lo zy, 1 I 1[, I— 0 10 TON MECH k! 0 . UNITS "ER MECH .1 1,1 tt Lu 1:1 }-- W 0 0 Ce II I I-- I I I I C....) Z 6. . 11, 0 1H H' I I I Ce CD 0 ........11 1-- — r-- ___I L 1 - LH---• REVISIONS [[ 0 \ \ 0--,-- - k- , I I d I ILL= F711--- -- T---- ,_ _±. c_.) DATE 0 _i 05.12.2017 a c..D > BCRA NO. co 16194 CADO FILE cn -o 16194S-202.dwg c‘i 0 SHEET DILE csi . I (I) -4- ROOF PLAN (7> • 45 FIDO'S E a c 0) LI' NORTH E A ROOF PLAN RETAIL BUILDING #1 BCRA SCALE ..., . . . 0 COPYRIGHT 2010 -BCRA,INC.ALL RIGHTS RESERVED -.-- - t t I SCALE1/8" = N. : 11-0" E; SHEET rsi Ni* >, 0 m ii -, .....'0 S2 . 02 EL PERMIT ,..... .................... — — : •st. 0 0 0 fill ... NOTES: Li ,i1 1. SEE S0.01 AND S0.02 FOR STRUCTURAL } GENERAL NOTES,SYMBOLS, ABBREVIATIONS,AND INSPECTION / tn e / rol K.) .t: SCHEDULE. tr:, I 2. TOP OF SLAB ON GRADE TO MATCH I I Icc: 2 v) EXISTING. 291-6" / / / 3. SEE 54.01 FOR DETAILS. u_ 4. REFER TO ARCHITECTURAL FOR A FULL r•-• ..1 LIST OF LANDLORD CONSTRUCTION LINO) Bq C., ".. = r•A ?,.:5 REQUIREMENTS. rill= csi ..< ,c! en c.9 8 t7i SEAL M 4.01 TYP 0 \ —\ — — — 0 -----1 0 0 \ -\.„ - - 'r-1 1 ni 1___J _ I I 0 I I ri r'1 L..J I 1 'SOX) RP °Az., 47 - • ll° r 1 r !... • ...:ii- a,1 V-trir - 434‘ Lmvmmmmmmmpmmfd mmegoomerammor TiA/rourrAii/AIIIINNI re L 41111111111PFAIAIM -I .:1 '- 1 ropier 1_1 7 , i 1 : 'EXPIRES: ifiA61/7 .... i 1 E 1- II -----I 1 1 1 --1 i I 1 1 1 I 1 E 7 ! III L i en En Csi CNI r 410:41 _ PROVIDE#4x6"DWL @ 18"0Cr , EMBED 3"W/HILTI HIT HY200 EPDXY OR EQUIVALENT,TYP , 7 I r I / 1 -I I I I i 1 1 1 i 1 i 1 I 1 1 1 I LLD 1 1 E 1 limmilumummimeemommummomm _I I _ I _ ] 1 orammommorAr l 1 _I E E .1 L i 1 r- --1 r 1 1 1 1 i 1 1 1 l 1 Z F.. 1 z 4 _ 4 _____ b) Es) -- .__1 1 1 5 Z 0 \ II IA . -1:1:1-1- - - I - D— — 0 \ L T 1 I r-t C J il _.- 1 ii LUCt Ce i I I 1- 0 ----------7-77-.--.. 1 0 MAXIMUM P 0 INT LOAD I I— NEW INT WALLS PER ARCH OF 1,000 LB- AT EA * , D , 0 0/111°P W/#4© 18"0C EW AT MID DEPTH,TYP I I . , ' * /, i / ) 1 a * SEE F/S4.01 OR MECH NEW 4 1/2"SLAB ON GRADE : 7"--- UNIT FRAMI G SUPPORT * * *. 1 // 1 1 , , 1 1 1 11513 0 (3) .... . Lo 1-63. 2 LL, D a) I I //,' 1 4 1 ° 0 ° Z F- L z‘ I 4 * , / / , , / / , / / , , / * * E , 7 7 CO W w Of 4t O Li 2 ---- _1 c• 0 MAXIMUM SI'E 10 TON REVISIONS MECH UNIT ''ER MECH EX 4 1/2"SLAB ON GRADE,TYP I '\_ ; 1 , EX FRMG, P E c..) DA1E 0 ....1 05.12.2017 o , , CD > I I BCRA NO. >-, ILI 1-- LT _, u , 16194 co -I I I CADD FLE — cn T 1 16194S-211.dwg 0 1 1 L-J ,11 RI 1 1 i I I I FL SHEET TITLE 0 — L__ I J , ilr -r-i- 0 HT--- 1 _ ,t- - 0.) ENLARGED FLOOR PLAN 4; AND E' ENLARGED ROOF PLAN iz I I I I FIDO'S E cr, -:-. BCRA.. ..._ I 0 COPYRIGHT MB -BCRA,INC ALL RIGHTS RESERVED 1,-- E) SHEET C‘J C•.1 NORTH NORTH o' m ENLARGED FLOOR PLAN - FIDO'S ENLARGED ROOF PLAN - FIDO'S -i.3 A (: ) B SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" S2 • 11 1 ^. "'"'<l) 0 EE: a> r 2-*- - PERMIT ,_ - 7 •—iii ap.I sg c4 3/4"x1 1/2"KEYED JOINT PROVIDE BOND cl I BREAKER AT JOINT SLAB ON GRADE M 4 MECH CURB PER MFR — . • • .. , • • - - - ...e. ....- REINFORCING PER N - 1/8 —I PLAN, NOTE 4 1-6" 1/8 I NOTE 1 r-, .V " LAP it LIO) La. CO JST PER PLAN I74 THICKENED SLAB EDGE 7/ — / I — 23.-2 255/256" PER TYPICAL DETAILS VAPOR BARRIER 4" MAX fPER ARCH licv a CONSTRUCTION JOINT = in co CL CLiI _. .- — ---1._ JO ST JO ST I SAW CUT 1/3 SLAB DEPTH l SEAL 3/16 \ -------->1 • 1 IP- ______,/..-'-<:.' PL1/4x3x0.-6" SLAB ON GRADE ri7----71=-- 171------TITEr4 / 1 MAX 3/16 7111— II— l'"-- 117 ,..2cD PROpk.. /IG UNIT PER VERT LEG REINF I ANGLE PER PLAN REINFORCING 71 I 1=1 I 1=1 I 11-- --,„,,, , .•cVel— O I MECH PER G-S4.01 I —NOTE 1 1 PER PLAN VAPOR BARRIER PER ARCH CONTROL JOINT 491 N 4.t.. !, • 4: ''' _.r. r---- - - — - - — - — - - — NOTES: V WA, i 44 ' ..1"-* -* --- i‘ SECTION A-A 1. NATIVE SOIL OR FILL PREPARED AND COMPACTED PER SPECIFICATIONS. • * 15 2P e MECHANICAL FRAMING TO JOIST CONNECTION 2. REINFORCE SLABS-ON-GRADE UP TO 4 1/2"THICK WITH#4 @ 18"0C, EACH WAY,AT MID-DEPTH. 3, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN THE SLAB-ON-GRADE AT 12'-0"MAXIMUM SPACING EACH k. J JOVN1•° WAY.SPACING BETWEEN CONSTRUCTION JOINTS SHALL BE 50'-0"MAXIMUM.JOINTS SHALL BE PROVIDED SUCH THAT THE RATIOS OF THE SIDES OF THE SLAB PANELS DO NOT EXCEED 2 TO 1. 'EXPIRES: ("Ai/7 NB 4. AT THE CONDITION WHERE DOWEL BARS EXTENDING FROM EXISTING SLAB DO NOT EXIST,PROVIDE#6 SMOOTH DOWEL @ 18"0C,GREASE END AND EMBED 6"INTO EXISTING SLAB. DIAMOND DOWEL PLATE IS AN ACCEPTABLE ALTERNATIVE. TYPICAL DETAIL SLAB ON GRADE D SCALE: NTS 1100- GENERAL CONTRACTOR TO PROVIDE 1/8 AND INSTALL FIELD STRUT(L2x2x3/16) TOP CHORD PANEL > EACH SIDE OF JOIST AT ALL / 1/8 ANGLE PER PLAN LOCATIONS WHERE CONCENTRATED 3"OR LOAD DOES NOT OCCUR WITHIN 3"OF / / 1— GREATER • A PANEL POINT. INSTALL ANGLE WITH N--. ONE END AT LOCATION OF LOAD AND C ID NCENTRATED 0 (,/) OTHER END AT A PANEL POINT ON LOAD Z L.... IL li THE OPPOSITE CHORD,TYP 0 I I "— Z Z ..... J \ J \ 1-\ 1 --A //— LT A IF— _9 < ;//„.\\\ Z '41111111111 3/16 03 \\ L5x5x5/16,TYP H r PL 1/4x3x0'-6" I- 3/16 / \\\\ LLI ry ,- \ -.1 iy, __ ___ __ __ SECTION B-B , , \ 1 / MECHANICAL FRAMING FRAMING TO JOIST CONNECTION D — N 1 II) 0 NI110- ro 3/16 > 1 1/2 / LO 3/16 1 1/2 \ 1: 0 PI c‘i m NOTES: 1. SEE G/S4.01 FOR JOIST WEB REINFORCEMENT AT CONCENTRATED LOAD. 0 (r) . W Ell ce 0 a fx 0 0 1-- < ADDING VERTICAL LEG TO JOIST ADDING VERTICAL LEG TO JOIST E132Zd cn ce 0 < 0 < 0 0 0 SCALE: NTS SCALE: NTS REVISIONS EX COLD-FORMED STUD CL STEMWALL BEYOND 40) BOT TRACK TO MATCH STUD WALL GA / / — / PEX DWL.AT MAX LAN CONDITION WHERE (2\ 1 \, 1 I EX VENEER 1 1 1 : I DWL IS NOT EXISTING, PROVIDE#4x1'-0"DWL, EMBED 4"MIN INTO = z I It It t I PER STEMWALL W/HILTI E Lci-j 0.071"SHEET / DATE ----N PLAN HIT HY200 EPDXY >. o FASTENED TO 1 1 1 0 z Li. I It it i I 1 i 05.12.2017 c) m o I It It II I EACH CELL ALL NEW SLAB ON CO II I I I I AO I I I RUNDI I I 1 t GRADE PER PLAN BCRA NO. iri\ \ 0T/SLAB - •'7''- L 16194 co t 1 1 t 1 t 111111.111 CADD FLE \ / I I I (DI \ i . • I I I 16194S-401.dwg 1 lc! t 1 1 rSI i t co SHEET PILE -d- I I I I 04 Vx) I I -4- < V I .1 TYPICAL CONCRETE > I 1 (7) 1 1 t / AND STEEL DETAILS 1 1 4•',32G , c§ 1 1 1 - [ a 1 I t I I #4x BAR a) I1 I I il: \ I I I I I I I I I i 1 E 1 1 I I I I I I 1 1 I I I I I 1 I cN1 1 1 I I I I 1 1 .. 1 I I I I 1 I - BCRA - -;-'r i 1_7, _,,, ____ _ , I , ....,...________ EX FTG .COPYRIGHT 2916 .BCRA.INC All RIGHTS RESERVED r--- H '`.--,----/-1 SHEET CV CN1 .-- ›... 0 M -6 TYPICAL DETAIL FOR . S 4 . 0 1 g OPENINGS UP TO 12" PERPENDICULAR TO DECK CONTINUOUS FOOTING - c, e SCALE: NTS SCALE: 1 1/2" = l'-0" PERMIT