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HomeMy WebLinkAbout7490 Gall Blvd (2)4 3 2 1 E C A GOVERNMENTAL AGENCIES BUILDING DEPARTMENT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 5335 8TH STREET ZEPHYRHILLS, FL 33542 Phone: (813) 780-0020 Contact Name: BILL BURGESS Contact Email: BBURGESS@CI.ZEPHYRHI LLS. FL. US FIRE DEPARTMENT CITY OF ZEPHYRHILLS FIRE RESCUE 6970 DAIRY ROAD ZEPHYRHILLS, FL 33542 Phone: (813) 780-0020 Contact Name: BILL BURGESS Contact Email: BBURGESS@CI.ZEPHYRHILLS.FL.US HEALTH DEPARTMENT DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS DIVISION OF HOTELS & RESTAURANTS 1940 NORTH MONROE STREET TALLAHASSEE, FL 32399-1011 Phone: (850) 488-1133 Contact Name: GEORGE KOEHLER Contact Email: GEORGE.KOEHLER@DBPR.STATE. FL. US BUILDING DATA BUILDING CODE: 2017 FLORIDA BUILDING CODE (6TH EDITION) PLUMBING CODE: 2017 FLORIDA PLUMBING CODE (6TH EDITION) MECHANICAL CODE: 2017 FLORIDA MECHANICAL CODE (6TH EDITION) ELECTRICAL CODE: 2017 NATIONAL ELECTRIC CODE FIRE CODE: 2017 FLORIDA FIRE PREVENTION CODE (6TH EDITION) NOTE. - See G-002L for Accessibility notes, Life Safety notes & code summaries. ALTERNATE BID ITEMS 1. THE OWNER, CONTRACTOR AND CODE OFFICIALS ARE HEREBY NOTIFIED THAT THE ARCHITECT HAS BEEN CONTRACTED BY THE OWNER TO PROVIDE LIMITED SERVICES DURING THE CONTRACT ADMINISTRATION PHASE, INCLUDING AN ABBREVIATED REVIEW OF SHOP DRAWINGS AND SUBMITTLAS, AND DRAWING CONFLICT RESOLUTION. THE ARCHITECT IS NOT CONTRACTED TO MAKE SITE VISITS UNLESS SPECIFICALLY REQUESTED BY THE OWNER. IN ADDITION TO THE SERVICES PROVIDED BY THE SEALING ARCHITECT, THE OWNER HAS ARCHITECTS ON STAFF AND EMPLOYS CONSTRUCTION MANAGERS TO PROVIDE OVERSIGHT AND GUIDANCE THROUGHOUT THE COURSE OF THE CONTRACT ADMINISTRATION PHASE OF THE WORK. 2. CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO VERIFY THAT ALL EXTERIOR ENVELOPE COMPONENTS REQUIRING PRODUCT APPROVAL PER FLORIDA STATUTE 553.842 ARE IN COMPLIANCE WITH PRODUCT APPROVAL INSTALLATION REQUIREMENTS. REFER TO A-801 FOR FLORIDA PRODUCT APPROVALS. 3. NEITHER FIRE ALARM NOR FIRE SPRINKLER IS REQUIRED FOR THE PROJECT. VICINITY MAP m a nbntggin Are b Tare Kvjdnrn B Redbox €ye9•nw es _ - Pretty Pond Rd C_ ca �I m Is Wt. ayDe��� wnt Sion,�..:;.t1Ft K ,, • _ N i A Prat voc";lrtat€dn pink Bersk of the flinrkn (D T at Tfazxrn sur#y Co tt° 0 0 X I CL I� 1 I_ I 1Q CL NI LULU r13 ; `o A .11 C�! I CD C) C) t C} C4 _J REGION: SOUTHEAST El P13 LC ZEPHYRHILLS FSU 7490 GALL BOULEVARD ZEPHYRHILLS, FL 33541 DESIGN NOTES APPLIED IN CURRENT PROJECT INCLUDED IN PROJECT DESIGN NOTE NUMBER DESIGN NOTE RELEASE DATE DESCRIPTION Yes 2019-058 12/11/19 NEW DOOR HARDWARE AND RR PARTITION VENDOR REALIGNMENT Yes 2019-059 01/15/20 DIGITAL MENU BOARDS Yes 2020-001 01/14/20 PACKAGING HOLDER UPDATE Yes 2020-002 01/16/20 SWITCHGEAR - NEC CHANGE Yes 0-00 1/03/ W LI T FI RES s 202 -0 1 06 -6 2020 ME ASS LY IMI TON Yes 2020-038 11/11/2020 LITTELFUSE SHOCK BLOCK GFCI PROTECTION ITEMS OF IMPORTANCE INCLUDED IN PROJECT ITEM NUMBER ITEM DESCRIPTION Yes 1 ITEMS OF IMPORTANCE z I U 4Z- Pretty Pond Rd Pretty P<xid Rd - *NOTE: REVISION SCHEDULE ABOVE MAY NOT LIST REVISIONS TO ALL DISCIPLINES. REFER TO REVISED DRAWINGS FOR CHANGES TO SHEETS NOT LISTED HERE. l=netican 11a rx PRWa King .Zepttyrnd95 ARCHITECT STRUCTURAL CCR ARCHITECTURE WILLETT ENGINEERING COMPANY, INC 2920 1 ST AVENUE SOUTH 3528 HABERSHAM @ NORTHLAKE BIRMINGHAM, AL 35233 TUCKER, GA 30084 Phone: 205-324-8864 Phone: 678-205-1941 PROJECT LOCATION Contact Name: SCOTT BURNETT Contact Name: LAURA MOORE Contact Email: SCOTT@CCRARCHITECTURE.COM Contact Email: LMOORE@WILLETTENGINEERING.COM ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ELECTRICAL CIVIL KURZYNSKE & ASSOCIATES BOWMAN CONSULTING 825 3RD AVENUE SOUTH 13450 W. SUNRISE BLVD.; SUITE 320 NASHVILLE, TN 37210 SUNRISE, FL 33323 Phone: 615-255-5203 Phone: 954-314-8466 Contact Name: EIRIK SCHLISNER Contact Name: JENNY BAEZ Contact Email: ESCHLISNER@KURZYSNKE.COM Contact Email: JBAEZ@BOWMANCONSULTI NG. COM MECHANICAL KURZYNSKE & ASSOCIATES 825 3RD AVENUE SOUTH NASHVILLE, TN 37210 Phone: 615-255-5203 Contact Name: BRENT FERRELL Contact Email: BFERRELL@KURZYNSKE.COM PLUMBING KURZYNSKE & ASSOCIATES 825 3RD AVENUE SOUTH NASHVILLE, TN 37210 Phone: 615-255-5203 Contact Name: BRENT FERRELL Contact Email: BFERRELL@KURZYNSKE.COM KITCHEN LANDSCAPE TRIMARK STRATEGIC MANLEY LAND DESIGN 3800 CAMP CREEK PKWY SW 51 OLD CLANTON STREET BUILDING 2400; SUITE 114 ALPHARETTA, GA 30004 ATLANTA, GA 30331 Phone: 770-442-8171 Phone: 865-621-9243 Contact Name: STEVE MANLEY Contact Name: RACHEL WILSON Contact Email: Contact Email: RACHEL.WILSON@TRIMARKUSA.COM SMANLEY@MANLEYLANDDESIGN.COM U SHEET INDEX SHEET 7 NUMBER SHEET NAME G-000 COVER SHEET G-002 ACCESSIBILITY SHEET G-003 LIFE SAFETY PLAN G-004 RESPONSIBILITY AND NATIONAL ACCOUNTS SCHEDULE G-005 SUBMITTALS, GLAZING. PRODUCT APPROVALS C-1 0 COVER SHEET C-1.1 EXISTING CONDITIONS PLAN C-2.0 SITE PLAN C-3.0 GRADING AND DRAINAGE PLAN C-3.1 DEMOLITION PLAN/EROSION CONTROL PLAN - PHASE I C-3.2 EROSION CONTROL PLAN - PHASE 11 C-3.3 EROSION CONTROL DETAILS C-4.0 CHICK-FIL-A SITE DETAILS C-4.1 CHICK-FIL-A SITE DETAILS C-4.2 CHICK-FIL-A SITE DETAILS C-4.3 CHICK-FIL-A SITE DETAILS C-5.0 SITE AND DRAINAGE DETAILS PS-1.0 UTILITY PLAN PS-1.1 WATER DETAILS PS-1.2 WATER DETAILS PS-1.3 WASTEWATER DETAILS L-100 LANDSCAPE PLAN L-101 LANDSCAPE DETAILS L-102 LANDSCAPE & MAINTENANCE SPECIFICATIONS L-200 IRRIGATION PLAN L-201 _ IRRIGATION DETAILS L-202 IRRIGATION SPECIFICATIONS A-102 PATIO PLAN & DETAILS A-103 REFUSE ENCLOSURE A-104 ORDER POINT CANOPY A-201 FLOOR PLAN A-211 FLOOR FINISH PLAN A-221 REFLECTED CEILING PLAN A-230 ROOF PLAN A-301 EXTERIOR ELEVATIONS A-401 IWALL SECTIONS A-501 EXTERIOR DETAILS A-502 EXTERIOR DETAILS A-503 EXTERIOR DETAILS A-504 EXTERIOR DETAILS A-601 INTERIOR ELEVATIONS A-602 INTERIOR ELEVATIONS A-603 INTERIOR ELEVATIONS A-604 INTERIOR ELEVATIONS A-605 INTERIOR ELEVATIONS A-620 INTERIOR DETAILS A-621 INTERIOR DETAILS A-622 INTERIOR DETAILS A-623 INTERIOR DETAILS - BOH FLOORING A-701 RESTROOM PLAN AND ELEVATIONS A-801 IDOOR. FRAME AND GLAZING SCHEDULES A-901 SPECIFICATIONS A-902 SPECIFICATIONS A-903 SPECIFICATIONS A-904 SPECIFICATIONS A-905 SPECIFICATIONS A-906 SPECIFICATIONS A-907 SPECIFICATIONS A-908 _ SPECIFICATIONS A-909 SPECIFICATIONS A-910 SPECIFICATIONS A-911 SPECIFICATIONS S-001 STRUCTURAL NOTES S-201 FOUNDATION PLAN S-211 SLAB AND BRICK LEDGE LAYOUT PLAN S-231 ROOF FRAMING PLAN S-241 DROPPED CEILING PLAN S-300 TYPICAL CONCRETE DETAILS S-301 FOUNDATION DETAILS S-302 FOUNDATION DETAILS S-401 FRAMING DETAILS S-402 FRAMING DETAILS S-403 FRAMING DETAILS S-404 FRAMING DETAILS S-601 REFUSE ENCLOSURE PLANS AND DETAILS S-901 STRUCTURAL SPECIFICATIONS S-902 STRUCTURAL SPECIFICATIONS M-201 MECHANICAL FLOOR PLAN M-250 MECHANICAL ROOF PLAN M-301 HOOD DETAILS AND SCHEDULES M-401 HVAC DETAILS AND SCHEDULES M-402 SEISMIC DETAILS M-501 HVAC CONTROLS M-901 MECHANICAL SPECIFICATIONS -101 TON OD S>QP D ING GD-1 ICO2 MONITORING SYSTEM P-101 BELOW SLAB PLUMBING PLAN P-201 WATER PIPING PLAN P-211 BEVERAGE CONDUIT PLAN P-221 SLAB ROUGH -IN PLAN P-250 ROOF PLAN AND DETAILS P-301 DWV RISER DIAGRAM P-302 WATER RISER DIAGRAM P-303 DETAILS AND SCHEDULES P-901 PLUMBING SPECIFICATIONS E-001 ELECTRICAL SCHEDULES AND DETAILS E-002 ELECTRICAL SCHEDULES AND DETAILS E-003 LIGHTING AND POWER PLAN KEYNOTES E-100 ELECTRICAL SITE PLAN E-101 ELECTRICAL SITE DETAILS E-102 SITE PHOTOMETRIC PLAN E-211L LIGHTING PLAN E-221 L POWER AND SYSTEMS PLAN E-250L ROOF POWER PLAN E-301 ENLARGED KITCHEN POWER PLAN E-302 ENLARGED SERVING AND BOH POWER PLAN E-303 DT ORDERING AREA DETAILS & REFUSE ENCLOSURE PLAN E-304 ORDER CANOPY PLAN AND DETAILS E-305 CANOPY CONTROL PANEL WIRING DIAGRAM E-501L PANEL SCHEDULES E-502 SINGLE LINE DIAGRAM AND NOTES E-901 ELECTRICAL SPECIFICATIONS E-902 _ ELECTRICAL SPECIFICATIONS K-201 OVERALL EQUIPMENT FLOOR PLAN K-211 ENLARGED EQUIPMENT FLOOR PLAN K-212 ENLARGED EQUIPMENT FLOOR PLAN K-601 ELECTRICAL ROUGH -IN ELEVATIONS K-602 ELECTRICAL ROUGH -IN ELEVATIONS K-603 ELECTRICAL ROUGH -IN ELEVATIONS K-604 ELECTRICAL ROUGH -IN ELEVATIONS K-611 PLUMBING ROUGH -IN ELEVATIONS K-801 EQUIPMENT SCHEDULE K-802 EQUIPMENT SCHEDULE F-201 FURNITURE FLOOR PLAN F-211 FURNITURE CORE DRILL PLAN F-701 DECOR ELEVATIONS F-702 FURNITURE PRODUCT DETAILS E C A 0 CCR ARCII-11TFCTURE & Il'-JTERIORS Thlta tut beer. igr and aealad by Ti­y S. Burnett on the Gate eh— using Digital Sipe n. gdrdad .g or this a«umeM an not onsldand slgnad and sealed and the aignaN� must be vsf,.d on any a. Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01410C000001725CED62600 0018011, cn=Timothy Burnett Date: 2020.11.25 15:27:24-06'00' FSR#04040 BUILDING TYPE / SIZE P13 LC RELEASE v2_20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT # 17013 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY AL Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives U I SHEET COVER SHEET a. SHEET NUMBER G=000 4 3 2 1 4 3 1 ���MlY�ru'�sw T b - I I co T_ C.. I U? UL I LU L, C c s ii s CD E a E: FUNCTIONOF SPACE RE: 2017 FBC NOTE #8 ASSEMBLY -STANDING � KITCHEN ASSEMBLY - UNCONCENTRATED STORAGE BUSINESS FIRE PROTECTION 2017 FBC NOTES GENERAL NOTES 1. PROVIDE FIREBLOCKING IN WALLS SO THAT THE VERTICAL DISTANCE SHALL NOT EXCEED 10' (FBC 718.2.1) 1. NEITHER AUTOMATIC SPRINKLER SYSTEM NOR MANUAL FIRE ALARM 2. PROVIDE FIREBLOCKING AT CEILINGS, ROOF LINES AND ANY SYSTEM WILL BE PROVIDED. SEE FFPC AND FBC SUMMARIES CONNECTION OF VERTICAL AND HORIZONTAL CONCEALED SPACES BELOW FOR CODE REFERENCES. (FBC 718.1) 2. PROVIDE HOOD SUPPRESSION SYSTEM AS SHOWN ON MECHANICAL 3. FIRE BLOCKING SHALL BE 2" NOMINAL LUMBER OR 2 LAYERS OF DRAWINGS. 3/4" PLYWOOD WITH JOINTS STAGGERED. (FBC 718.2.1) 3. PROVIDE THREE (3) #10 ABC GENERAL PURPOSE FIRE 4. PROVIDE DRAFTSTOPPING IN ATTIC AS SHOWN ON DETAIL. (FBC EXTINGUISHERS SUITABLE FOR CLASS ABC FIRES USING DRY 718.3.1) CHEMICAL. LOCATE AS PER LOCAL AUTHORITIES. 5. PROVIDE THERMAL AND SOUND INSULATION WITH FLAME SPREAD 4. PROVIDE ONE (1) 6 LITER K RATED FIRE EXTINGUISHER IN THE INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPMENT INDEX A► KITCHEN AS PER NFPA 10. OF NOT MORE THAN 450 AS SPECIFIED.(FBC 720.1) 5. PROVIDE CLASS 'C' MINIMUM FINISHES ON WALLS AS SPECIFIED IN 6. ROOFING OF CLASS C MATERIALS AS SPECIFIED IN FINISH LEGEND PER FBC TABLE 803.9, EXCEPTION E. SPECIFICATIONS. (FBC 1505.1) 7. CLASS "C" CEILING AS SPECIFIED IN FINISH LEGEND ON A1.2. (FBC 803.9) 8. OCCUPANT LOAD SIGN BY OWNER.; PROVIDE 2"X8" BLACK SIGN WITH 1/2" WHITE HELVETICA LETTERS STATING "MAXIMUM OCCUPANTS IN DINING AREA 215 PEOPLE" 9. CHICK-FIL-A IS REQUIRING SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING CODE. PLUMBING FIXTURE COUNTS TOTAL BUILDING OCCUPANT LOAD: 215 LOAD DISTRIBUTION: 50% MALE AND 50% FEMALE DISTRIBUTION COUNT: 107 MALE AND 107 FEMALE LAVATORIES PROVIDED REQUIRED (PER CHAPTER 4 IPC AND CHAPTER 29 IBC): MALE LAVATORIES: 107 / 200 = 1 FEMALE LAVATORIES: 107 / 200 = 1 LAVATORIES PROVIDED: MALE LAVATORIES: 2 FEMALE LAVATORIES: 2 WATER CLOSETS REQUIRED (PER CHAPTER 4 IBC AND CHAPTER 29 IBC): MALE WATER CLOSETS: 107 / 75 = 2 FEMALE WATER CLOSETS: 107 / 75 = 2 WATER CLOSETS PROVIDED: MALE WATER CLOSETS: 2 WATER CLOSETS 1 URINALS FEMALE WATER CLOSETS: 3 WATER CLOSETS EGRESS 1. REQUIRED WIDTH OF EGRESS 215 PEOPLE x 0.2 = 43" 2. WIDTH OF EGRESS PROVIDED EXIT 91 = 36" EXIT #2 = 36" EXIT #3 = 72" EXIT #4 = 36" EXIT #5 = 60" (STAFF ONLY) TOTAL: 240" TOTAL EGRESS PATH EGRESS PATH EGRESS DISTANCE A 61'-10 5/32" B 77'-6" C 46-4 1/2" D 32'-0 1 /16" E 48'-7 1 /4" F 85'-0" MAX DISTANCE OF TRAVEL (FBC 1017.2): 200'-0" (250'-0" SPRINKLERED) rll"f rr'1l� 11TrM ^A rr IA/An IIL./ ^I1 L1 M%1 / %A IA Ir I9 0 = 2017 FBC CODE SUMMARY OCCUPANCY: A-2 CONSTRUCTION TYPE: V-B AREA ALLOWABLE: 6,000 SF ACTUAL: 4,783 SF HEIGHT ALLOWABLE: 30 FT ACTUAL: REFER TO EXTERIOR ELEVATIONS OCCUPANT LOAD CALCULATED PER TABLE 1004.1.1 PUBLIC AREAS DINING ROOM ASSEMBLY LESS CONCENTRATED 1741 SF / 15 SF 116 PEOPLE USE, WITHOUT FIXED SEATING ASSEMBLY, BENCH TYPE SEATING 765 IN / 18 IN 43 PEOPLE E o00o 0 D o 0 CD 0 CD 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 111 C B a id CCR ARCHITECTURE & INTERIORS r.ap � esAiaiw«`° Digitally signed byTimothy Burnett DN: c=US o=Uha0iiiated, ou=AO 141 00000001725CED6260 0001811, cn=Timothy Burnett Efate: 2020.11.25 15:27:44-06'00' Q J LL � Um J > cM Q J LL UJ V>=LU J= =a o= a V N N ti FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11 /25/2020 FOR BID ORDER AREA PLAY AREA 234 SF / 5 SF NA 47 PEOPLE NA CONSULTANT PROJECT # 17013 SUBTOTAL 206 PEOPLE A PRINTED FOR PERMIT EMPLOYEE AREAS 2002 SF / 100 SF 20 PEOPLE DATE 07/29/2020 DRAWN BY Author ACCESSORY/ UNOCCUPIED SPACES, 433 SF/ 0 SF PER 0 PEOPLE Information contained on this drawing and in all digital files ENTRY VESTIBULES, RESTROOMS, PERSON produced for above named project may not be reproduced in RESTROOM VESTIBULES, CLOSETS, any manner without express written or verbal consent from authorized project representatives. CHASES W SHEET LIFE SAFETY PLAN NOTE: EXTERIOR DINING PATIO DOES NOT EGRESS THROUGH a BUILDING SO IT DOES NOT CONTRIBUTE TO BUILDING OCCUPANTLOAD SHEET NUMBER G=003 TOTALS 4783 SF 226 PEOPLE 4 3 2 1 I 0 F— LIJ Z O. F— C\4 CD CD 0 L1,llKALKV_!_:1-1. .L..1 — -iL I-- ---�_ ;LA _ rI:IL. F ) Q0 CQ 0 19 (" CD CD A, Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 ago CCR ARCHITECTURE & INTERIORS doom.'', doewaWmrM rwwe�a.w�.dw +w+iliti.r airr.a..r Digitally signed by Timothy Burnett DN: c=US, o= Unaffiliated, o u =A0141 00000001 725CED6260'' 00018011, cn=Timothy Burnett Date: 2020.11.25 15:28:08-06'00' FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT# 17013 PRINTED FOR PERMIT DATE 07/29/2020 H DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET PATIO PLAN & DETAILS a SHEET NUMBER Aml 02 nWo 0 0 0 D CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 a id Th o.o"M WPM FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DES( 1 11/25/2020 FOR BID CONSULTANT PROJECT # 17013 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without e)ress written or verbal consent from authorized project representatives. W SHEET ORDER POINT CANOPY 0 SHEET NUMBER Aml 04 4 3 2 1 E D I M Lei B I C) 0 -) �a E A 00 Nt `Oil CD J rv„CD C3 r0 4'-0" v co ° 9 Q. 00 e ° M a. 0 co 9 1/2" ° 2'-0" 2'-4' e. Oe ° .a a 00 ti 9 e° e N la ° e. 5'-01 /2" .. 2'4" v A 1 I I a ao 9 1/4" 2-0" �2'-3 1/4" TV 4 , (V e _=J v °.< N e a a. Md. e N .; 2'4 1/2"1-1'-4 3/4" iv 2'-7 1/4" 8'-7 1/4" 0 LO V-11 3/4" 2'-4 1/2" T-6 1/4" 2'-4 1/2" T-6 1/4" 2'4 1/2" V-7" iv -v e v ° -v -A­ 41co .e 17'-8 3/4" A4 MILLWORK CURB PLAN 1/4" = 1'-0" N OD LO co v cM N fV rn v v 2 3/4" M M- N u7 a 4'-5 1/2" 2'-1 3/4" 1 R'-n MILLWORK CURB LEGEND 1" CURB 3" CURB 5 1/2" CURB - - - - - - - - - - -- - - 1 - - - - - - - 4'-0" WALL TYPE SCHEDULE - INTERIOR MARK DESCRIPTION (DOES NOT INCLUDE FINISHES) M6 6" MTL STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EA EXPOSED SIDE M8 8" MTL STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EA EXPOSED SIDE W4 2x4 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EA EXPOSED SIDE W4.1 2x4 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING ON INTERIOR SIDE W6 2x6 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EA EXPOSED SIDE W8 2x8 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EA EXPOSED SIDE W66 2X6 & 2X6 PAIR WD STUDS @ 24" O.C. MAX, WITH ONE LAYER OF 1/2" SHEATHING EA EXPOSED SIDE WALL TYPE SCHEDULE - EXTERIOR MARK I DESCRIPTION (DOES NOT INCLUDE FINISHES) SM6 6" MTL STUD INFILL WITH 1/2" SHEATHING EA SIDE - REF STRUCT DRAWINGS FOR CONSTRUCTION/MATERIAL/EXTENT INFORMATION SM6.3 6" MTL STUD EXTERIOR WALL WITH 1/2" SHEATHING ON EXTERIOR FACES - REF STRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONS FOR CONSTRUCTION/MATERIAL INFORMATION SW6 2X6 WD STUD EXTERIOR WALL WITH 1/2" SHEATHING EA SIDE - REF STRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONS FOR CONSTRUCTION/MATERIAL INFORMATION SW6.2 2X6 WD STUD EXTERIOR FURRING WALL WITH ONE LAYER 1/2" SHEATHING EXPOSED SIDE - REF STRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONS FOR CONSTRUCTION/MATERIAL INFORMATION FLOOR PLAN GENERAL NOTES A.1 DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD (UNLESS OTHERWISE NOTED). A.2 FASTENERS, ANCHORS, CLIPS, STRAPS, ETC WHICH ARE IN CONTACT WITH PRESERVATIVE AND/OR FIRE TREATED WOOD SHALL BE OF G-185 HOT DIPPED ZINC - COATED GALVANIZED STEEL, STAINLESS STEEL, OR AN APPROVED EQUAL. A.3 REFER TO CIVIL AND LANDSCAPE FOR LOCATIONS OF WALKS, BOLLARDS, LANDSCAPING AREAS, FLAG POLE, AND OTHER SITE ITEMS. A.4 REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER GUARDS. A.5 CONTRACTOR TO COORDINATE LOCATION OF POLE MOUNTED EXTERIOR CAMERA WITH STRONG SYSTEMS AND INSTALL UNDERGROUND CONDUIT AS REQUIRED. RE: ELECTRICAL. A.6 REFER TO ACCESSIBILITY PLAN AND FURNITURE DRAWINGS FOR SEATING LAYOUT & SPECIFICATIONS. CONTACT: OWNER. A.7 REFER TO ACCESSIBILITY PLAN AND OWNER DRAWINGS FOR CONDIMENT COUNTERS AND TRASH RECEPTACLES. A.8 REFER TO IT WALLBOARD USER GUIDE FOR WALLBOARD INSTALLATION, IF APPLICABLE. FLOORPLAN KEYNOTES O 1 GC SHALL PROVIDE 5-1/2" HIGH CONCRETE MILLWORK CURBS. RE: OWNER SHOP DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS. 2 GC SHALL SECURE SAFE USING (4) HILTI-HAS-E 1/2" x 4-1/2" ANCHOR BOLTS WITH HILTI HVU ADHESIVE CAPSULE. AT EACH HOLE FASTEN THRU PHENOLIC BASE OF CABINET AND INTO CONCRETE CURB BELOW. VERIFY LOCATION WITH SAFE MANUFACTURER. 3 FREEZER AND COOLER DOORS AND HARDWARE SUPPLIED BY FREEZER/ COOLER MANUFACTURER. 4 DASHED LINE INDICATES SOFFIT OR BULKHEAD ABOVE, RE: REFLECTED CEILING PLAN. 5 RECESSED PIN AND SLEEVE BOX, RE: A4/A-620 & ELECTRICAL. 2'-1" ROUGH OPENING WIDTH AT HOOD #2. 11" ROUGH OPENING WIDTH AT HOOD #3 8 STEEL WALL BY OWNER (TYP.) RE: OWNER FOR EXACT LOCATION. FLOOR PLAN WALL & 9 SAFE SCREEN BY OWNER. 15 NETWORK CABINET. C1 /A-621 18 ELECTRICAL PANEL. RE: ELECTRICAL. PARTITION LEGEND 19 ITEM BY OWNER. 20 2-SIDED ICON. RE: OWNER DRAWINGS. BATT INSULATION 22 CANOPY ABOVE BY OWNER. WOOD STUD WALL 23 DROP SLAB IN PLAY AREA 1-1/2". RE: STRUCTURAL. 24 MDP. RE: ELECTRICAL. METAL STUD WALL 25 CT CABINET. RE: ELECTRICAL. NOTE: SEE WALL & PARTITION TYPES 26 HAND SANITIZER CENTERED UNDER PLAY RULES SIGNAGE (WITH DECAL ON OPPOSITE AND SMOKE BARRIER INDICATED ON SIDE IF MOUNTED ON STOREFRONT). RE: SCHEDULE ON A-701 FOR MODEL INFO. REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION .•.�.�.❖.•.:❖.•.�.�.❖.❖.❖.•.�.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.�.•.�.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.�.❖.❖.❖.❖.❖.❖.❖� �� E oOOo A9")C0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 C WALL NOTES WALL INSULATION NOTES B.1 WHERE EXTERIOR METAL STUD WALL TYPE REQUIRES BATT INSULATION, USE R-19 UNFACED BATT INSULATION. B.2 WHERE EXTERIOR WOOD STUD WALL REQUIRES BATT INSULATION, USE R-19 KRAFT FACED FIBERGLASS BATT INSULATION WITH FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. B.3 WHERE EXTERIOR STUD WALLS REQUIRE BATT INSULATION, EXTEND INSULATION UP 12" ABOVE ROOFTOP RIGID INSULATION. B.4 AT INTERIOR METAL STUD WALLS WHERE INSULATION IS SCHEDULED, BATT INSULATION SHALL BE UNFACED. B.5 AT INTERIOR WOOD STUD WALLS WHERE INSULATION IS SCHEDULED, USE 3-1/2" BATT INSULATION WITH MAXIMUM FLAME SPREAD INDEX OF 25. B6. NOT USED INTERIOR WALL FRAMING NOTES C.1 UNLESS NOTED OTHERWISE, EXTEND FRAMING TO 6" ABOVE ADJACENT CEILING C.2 AT DRAFT STOPPING PARTITION INTERIOR WALLS, EXTEND FRAMING TO ROOF DECK AS REQUIRED TO ACCOMMODATE SMOKE BARRIER. C.3 WHERE INTERIOR WALLS ARE NOT INSULATED AND NOT A DARFT STOPPING PARTITION, FRAMING MAY STOP 6" ABOVE HIGHEST ABUTTING FINISH CEILING. B CA WHERE INTERIOR WALL FRAMING DOES NOT EXTEND TO STRUCTURE ABOVE, BRACE INTERIOR WALLS AS REQUIRED FOR COMPLIANCE WITH BUILDING CODE, REF BUILDING DATA ON COVER SHEET. C.5 FRAMING AT NON-LOADBEARING INTERIOR WALLS SHALL MEET REQUIREMENTS OF APPLICABLE BUILDING CODES AND LOCAL AMENDMENTS. EXTERIOR WALL FRAMING NOTES D.1 SEE STRUCTURAL DRAWINGS FOR STUD DIMENSIONS AND SPACING. D.2 AT WOOD STUD EXTERIOR WALLS, USE TREATED SILL PLATES. EXTERIOR SHEATHING NOTES E.1 REFER TO STRUCTURAL FOR EXTERIOR SHEATHING TYPES. BLOCKING NOTES F.1 WALL BLOCKING SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. BLOCKING SHALL INCLUDE, BUT IS NOT LIMITED TO: AREAS INDICATED ON INTERIOR ELEVATIONS FOR GRAB BARS, SHELVING BRACKETS, MONITORS, FIXTURES, ETC, AS WELL AS BLOCKING FOR WINDOWS, CANOPIES ROOF FRAMING, ROOF TOP UNITS, ETC. INTERIOR WALL FINISH & INTERIOR SHEATHING NOTES AT MATERIALS LABELED "INTERIOR SHEATHING" ON WALL TYPE DRAWINGS AND DETAILS, SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN AND INTERIOR ELEVATIONS FOR FINISH MATERIAL ON INTERIOR SHEATHING. DO NOT USE WOOD SHEATHING WITHIN 18" OF HOODS. G.1 WHERE SHEATHING IS EXPOSED: 1/2" GYPSUM BOARD. PAINTED PER INTERIOR ELEVATIONS AND FINISH PLAN. G.2 BETWEEN WALL TILE AND STUDS: 1/2" CEMENTITIOUS BACKER BOARD. G.3 BETWEEN FRP PANELS AND WOOD STUDS AT BACK OF HOUSE: COMPOSEAL GOLD 40 MIL WATERPROOF MEMBRANE AND 1/2" CEMENTITIOUS BOARD TO V-0" ABOVE SLAB. 1/2" CDX PLYWOOD SUBSTRATE ABOVE CEMENTIOUS BOARD TO V-0" ABOVE CEILING. RE: TYPICAL WALL BASE DETAIL. GA BETWEEN FRP PANELS AND METAL STUDS: COMPOSEAL GOLD 40 MIL WATERPROOF MEMBRANE AND 1/2" CEMENTIOUS BOARD TO V-0" ABOVE SLAB. 1/2" CEMENTITIOUS BOARD TO 4" ABOVE CEILING, EXCEPT AT AREAS WHERE DRAFTSTOPPING IS REQUIRED. REFER TO DRAFTSTOPPING DETAILS FOR THOSE AREAS. G.5 BETWEEN FRP PANELS AND WOOD STUDS AT PLAY AREA: 1/2" GYPSUM BOARD. G.6 BETWEEN STAINLESS STEEL PANELS AND METAL STUDS: 1/2" CEMENTIOUS BOARD. G.7 BETWEEN STAINLESS STEEL PANELS AND WOOD STUDS: 1/2" CEMENTIOUS BOARD. G.8 BETWEEN WALLCOVERING AND STUDS: 1/2" GYPSUM BOARD. G.9 BETWEEN WOOD WAINSCOT AND WOOD STUDS: 1/2" PLYWOOD. G.10 BETWEEN WOOD WAINSCOT AND METAL STUDS: 1/2" PLYWOOD. A G.11 BETWEEN FREEZER/COOLER WALLS AND WOOD STUD WALLS: 1 FT TALL CEMENT BOARD BASE WITH 1/2" GYPSUM BOARD (LEVEL 1 FINISH) TO 6" ABOVE FINISH CEILING. EXTEND 40 MIL COMPOSEAL GOLD WATERPROOF MEMBRANE FROM FLOOR AS INDICATED ON FINISH PLAN UP WALL AS INDICATED ON FREEZER AND COOLER SCREED DETAILS. G.12 BEHIND WOOD BOARD FINISH AT ICON WALL: 3/4" PLYWOOD. G.13 BEHIND WOOD BOARD FINISH AT OTHER LOCATIONS: 1/2" PLYWOOD. INTERIOR BASE FINISH & SHEATHING NOTES AT MATERIALS LABELED "INTERIOR SHEATHING" ON WALL TYPE DRAWINGS AND DETAILS, MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN AND INTERIOR ELEVATIONS FOR BASE FINISH MATERIAL. H.1 BETWEEN TILE BASE AT KITCHEN AND STUDS: 1/2" CEMENTITIOUS BACKER BOARD TO MINIMUM V-0" ABOVE SLAB. H.2 BETWEEN TILE BASE AT NON -KITCHEN AREAS AND STUD WALLS: 1/2" CEMENT BACKER BOARD TO MINIMUM 5" ABOVE SLAB. H.3 BETWEEN VINYL BASE AND WOOD STUD WALLS: 1/2" GYPSUM BOARD. �r�waw�ra.rw rW ewrrm., .Lewleegla Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01 100000001725CED62600 0018011, cn=Timothy Burnett Date: 2020.11.25 15:28:44-06001 FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: V2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT # 17013 PRINTED FOR PERMIT DATE 07/29/2020 H DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET FLOOR PLAN SHEET NUMBER A=201 F1 3 1 2 1 4 3 1 2 1 1 C 0 C A FINISH PLAN 16t 1/4" = 1'-0" C ` I ' I L W 6 =�I - 1-7 cf} ILo _ CO F I.. U_ < B A MARK I DESCRIPTION 02_FLOOR FINISHES CT-71 PORCELAIN TILE EPO-1 EPDXY FLOORING G-12 FLOOR TILE GROUT G-16 FLOOR TILE GROUT KT-4 IQUARRYTILE KT-5 IQUARRYTILE 04_WALL BASE FINISHES CT-71 B PORCELAIN TILE COVE BASE KT-413 QUARRY TILE COVE BASE KT-56 QUARRY TILE COVE BASE 04_WALL FINISHES CG-1 JOUTSIDE CORNER GUARD AT PLAYGROUND (FUL CG-3 CORNER GUARD (KITCHEN ONLY) CG-4 CORNER GUARD (KITCHEN ONLY) CG-5 CORNER GUARD (RESTROOM ONLY) CT-45 STAINLESS STEEL WALL TILE CT-53 RED PENNY TILE CT-58A ISUBWAYWALLTILE CT-58D ISUBWAY WALL TILE - BULLNOSE OUTERCORNER CT-58E I SUBWAY WALL TILE - BULLNOSE (4" SIDE) CT-58F SUBWAY WALL TILE - BULLNOSE (8" SIDE) FRP-1 FRP WALL PANELS @ PLAYGROUND FRP-2 FRP WALL PANELS @ KITCHEN G-11 WALL TILE GROUT PT-9B INTERIOR WALL PAINT PT-17 INTERIOR WALL PAINT PT-31 B PT-32 ACCENT INTERIOR WALL PAINT PT-35 INTERIOR DOOR FRAME PAINT PT-36B IACCENT INTERIOR WALL PAINT WD-1 WHITE OAK BOARDS WD-3 IWAINSCOTING 05_MISCELLANEOUS FINISHES MT-1 POWDERCOAT METAL FINISH PL-40 PLASTIC LAMINATE PNL-1 HARDIE PANEL RS-1 ROLLER SHADE S-1 STAINLESS STEEL WALL PANELS SS-11 SOLID SURFACE SS-12 SOLID SURFACE SS-13 SOLID SURFACE SS-14 SOLID SURFACE SS-18 SOLID SURFACE TR-1 TRIM FINISH SCHEDULE - INTERIOR MANUFACTURER MODEL NAME MODEL NUMBER I COLOR CREATIVE MATERIALS CORPORATION LAVA LIGHT GREY 12" X 12" STONHARD FLOORING STONSHIELD UTS TBD MAPEI ULTRA COLOR GROUT 47 / CHARCOAL MAPEI KERAPDXY IEG CQ 47 / CHARCOAL CREATIVE MATERIALS CORPORATION I RED 308 8" X 8" CREATIVE MATERIALS CORPORATION I GRAY 507 8" X 8" CREATIVE MATERIALS CORPORATION LAVA LIGHT GREY 6" X 12" COVE CREATIVE MATERIALS CORPORATION RED 308 6 " x 8" COVE CREATIVE MATERIALS CORPORATION GRAY 507 6 " x 8" COVE SIZE I NOTE HEIGHT, TYPICAL) KOROGARD EXTRUDED CORNER GUARDS G-815 OYSTER .078 THICK x 1 1/2" x 1 1/2" x 96" H MANUFACTURER STAINLESS STEEL CORNER GUARD AND/OR ENDCAP STAINLESS STEEL MARLITE MARLITE WHITE SCHLUTER JOLLY "A60AT' SATIN NICKEL ANODIZED ALUMINUM 1/4" CREATIVE MATERIALS CORPORATION VOGUE STAINLESS STEEL 1" X 2" BRICK, 12 X 12 SHEET CREATIVE MATERIALS CORPORATION VOGUE RED 3/4" PENNY ROUNDS W/ METAL TRIM (SEE CREATIVE MATERIALS CORPORATION BONE 4-1/4" X 8-1/2" CREATIVE MATERIALS CORPORATION BONE 4-1/4" X 4-1/4" CREATIVE MATERIALS CORPORATION BONE 4-1/4" X 8-1/2" CREATIVE MATERIALS CORPORATION BONE 4-1/4" X 8-1/2" KOROGUARD FRP RIGID VINYL SHEET W202 OYSTER .040" THICK X 4 X 8 PANELS MARLITE STANDARD FRP P-199 BRIGHT WHITE .090" THICK X 4 X 10 PANELS MAPEI KERACOLOR U WITH GROUT MAXIMIZER LATEX ADDITIVE UNSANDED 09/GRAY SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SW-7031 MEGA GRIEGE SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SW-7013 IVORY LACE SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SW-7514 FOOTHILLS SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SW-7020 BLACK FOX SHERWIN WILLIAMS PRO MAR 200 ZERO VOC PAINT SW-7600 BOLERO SKYLAR MORGAN 5" W NATURAL WHITE OAK BOARDS, CUSTOM CHARACTER GRADE RE: NATIONAL ACCOUNT SCHED 1/4" PLYWOOD (RED OAK, PLAIN CUT CORE W/ METAL TRIM) RED OAK STAINED MINWAX DRIFTWOOD ALPHA COATING TECHNOLOGIES INC POWDERCOAT T1-7060 TRISMOKE WILSONART CONTRACT COLLECTION D-96 SHADOW JAMES HARDIE BUILDING PRODUCTS, INC. NON-COMBUSTIBLE FIBER -CEMENT PANELS (SMOOTH NOT WOOD GRAIN) PT-31B (U.N.0.) PHIFER SHEARWEAVE 4000 U61 5% OPENENESS - NOTCHLESS ECO/GREYSTONE 18 GAUGE STAINLESS STEEL PANELS, BRUSHED #4 MATTE FINISH GRADE 430 AVONITE FOUNDATIONS MINERALS COLLECTION P1-9125 BLACK CORAL AVONITE STUDIO COLLECTION C1-1800 CFA MARBLE AVONITE FOUNDATIONS MINERALS COLLECTION F1-9065 ARTICA AVONITE WHITE AVONITE FOUNDATIONS MINERALS COLLECTION F1-8901 ALTITUDE BLANKE EDGE PROTECTOR TRIM 300-280-0625 STAINLESS STEEL JOINT WIDTH: 3/16" USED WITH PORCELAIN TILE USED WITH QUARRY TILE, GC TO INSTALL WITH STANDARD THINSET MORTAR JOINT WIDTH: 3/8" W THINSET MORTAR JOINT WIDTH: 3/8" W THINSET MORTAR JOINT WIDTH: 3/16" JOINT WIDTH: 3/8" WITH THINSET MORTAR JOINT WIDTH: 3/8" WITH THINSET MORTAR EXTEND FROM TOP OF BASE TO 8'-0" ABOVE BASE AT WALL CORNERS. AT CASED OPENINGS, CORNER GUARD TO STOP AT HEAD OF OPENING. CORNER GUARD AT ALL OUTSIDE FRP CORNERS, U.N.O. GROUT: G-11 12 X 12 SHEET GROUT: G-11, REFER TO ELEVATIONS & DETAILS GROUT: G-11, JOINT WIDTH: 1/8" GROUT: G-11, JOINT WIDTH: 1/8" GROUT: G-11, JOINT WIDTH: 1/8" GROUT: G-11, JOINT WIDTH: 1/8" 8'-0" A.F.F MAX HEIGHT PROVIDE MARLITE CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN AREAS, U.N.O. FINISH: SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS FINISH: SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS FINISH: EGGSHELL FINISH: SEMI -GLOSS FINISH: EGGSHELL FINISH: OILED OR WATERLOX WITH BLACK EPDXY FILLED KNOTHOLES RE: DETAILS AND SHOP DRAWINGS FROM MANUFACTURER FINISH: MATTE #60 4" FASCIA, DARK BRONZE TO MATCH STOREFRONT, ROLLEASE SKYLINE CLUTCH, (HEAT SEALED INTERNAL POCK HEM BAR), 110LB STAIN/STEEL ROLLEASE CHAIN, RE: INTERIOR ELEVATIONS LOCATED BEHIND KITCHEN EXHAUST HOODS, PREP SINK, AND WASH SINK, RE: ELEVATIONS WINDOWS SILLS, REFER TO DRAWINGS RESTROOM VANITY TOP, REFER TO DRAWINGS BACK LINE COUNTERTOP, REFER TO DRAWINGS RESTROOM VANITY BOWL, REFER TO DRAWINGS SERVING COUNTERTOP. REFER TO DRAWINGS FINISH PLAN GENERAL KEYNOTES A.1 RE: PLUMBING FOR FLOOR DRAIN/SINK LOCATIONS. RE: STRUCTURAL FOR DRAIN SLOPE INFORMATION. A.2 PULL FLOOR AND WALL TILE FROM MULTIPLE BOXES TO ENSURE TILE COLOR VARIATION IN PUBLIC AREAS. A.3 PROVIDE FRACTURE MEMBRANE/ SLIP SHEET AT ALL CONTROL AND EXPANSION JOINTS TO ALLOW TILE TO MOVEMENT. AA ALL DINING AREA DRYWALL TO RECEIVE LEVEL 4 FINISH. A.5 WRAP ALL EXPOSED PORTIONS OF CONCRETE CURBS WITH TILE BASE TO MATCH TILE BASE SCHEDULED IN RESPECTIVE ROOM/ AREA. A.6 PROVIDE CG-3 AROUND PERIMETER OF ALL KITCHEN WINDOWS. FINISH PLAN KEYNOTES O 1 RAISED CONCRETE CURB. COORDINATE DIMENSIONS WITH OWNER SHOP DRAWINGS. 2 N/A 3 RECESSED FLOOR - RE: STRUCTURAL. 4 BLANKE TRANSITION STRIP - RE: THRESHOLD DETAIL. 5 THRESHOLD SET IN BED OF MASTIC. 6 START WITH FULL LENGTH TILE AT CORNER. 7 CORE DRILL SLAB LOCATION. RE: FURNITURE PLANS. 8 RE: OFFICE DOOR THRESHOLD DETAIL. B2/A620 LEGEND PORCELAIN TILE CT-71 KITCHEN TILE KT-4 EPDXY FLOORING - EPO-1 EXPOSED CONCRETE CONCRETE MILLWORK CURB WATERPROOFING MEMBRANE TO EXTEND 12" UP WALL AND 12" FROM WALL ALONG FLOOR. KERDI FLASHING BYt" SCHLUTER BENEATH " FINISH FLOOR. RE: KEYED DETAIL. FLOOR DRAINS / FLOOR SINKS RE: PLUMBING CLEAN OUT RE: PLUMBING E oOO� o adD fscD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 C B A ThY Mr1 Mateo WON ■m Me FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: v2_20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT # 17013 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET FLOOR FINISH PLAN SHEET NUMBER A=211 4 1 3 2 1 ��w TIII11II I L -._ �RF'1�IIAIRII�iANA nl''IIA API �flRR�7E11111 NIIAAI�a�AA111�1��7i�If1A1Rl��'i'11�f.T.IW1 4 I. _ _ 3 2 Al 1 tY vAl� gum V� �_ 1 IMAi.Ar a� ■■ __.4� WIN �� wad -- !{M�i.IIIT :. •—--_-�t 'r l��'i1•.�� CS-1 C1 EXTERIOR ELEVATION 1/4" = 1'-0" B4 SIGNAGE kA-501 '1 F BY OTHERS CS-1 B B4 i DETACHED CANOPY BY MANUFACTURER 1 DRIVE THRU SERVICE WINDOW RE: NATIONAL ACCOUNTS & G-002 B4 , A, Rr4-- —A CS-1 EC-1 <A-501 D4 -501 0 u T/ SLAB 0" . - _ - G21 G21- CJ D, .. D3 _ A _ -503 - A 503 rn - T/ SLAB 0" - - - - T/ SLAB 0" ._ - _ - CARD READER BY 1 1 1 SECURITY D4 Al � CS-1 SC-2 VENDOR -REF A-503 CARD READER BY SECURITY VENDOR - REF ELECT A-503 ELECT '; R EXTERIOR ELEVATION B1 EXTERIOR ELEVATION CD MASONRY EXPANSION JOINT LEGEND FINISH SCHEDULE - EXTERIOR ATTACHED CANOPY SCHEDULE 0 0 ALIGN EJ WITH JAMB 0 ALIGN WITH EXTENT OF BRICK ABOVE Overall Tie Back Mounting Integral MODEL � � MARK DESCRIPTION MANUFACTURER MODEL NAME I NUMBER I COLOR NOTE Mark Description Count Overall Width Depth (Offset From Top) Lighting � ALIGN EJ WITH CORNER OF WALL �4l PLACE EJ AS DIMENSIONED EXTERIOR Cl-A Exterior Canopy 1 T-4 1/2" 1'4" 0" Yes i CPA CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC Cl-C Exterior Canopy 9 64" 1'4" 0" No NOTE: EJ SEALANT COLOR TO MATCH MORTAR COLOR. TEXTURE PVD Cl-K Exterior Canopy PY 2 6'4" 1'-0" 0" Yes LL CP-2 CANOPY METAL DECK WHITE SMOOTH WHITE, HIGH GLOSS C4-B Exterior Canopy 1 5'4" 1 4'-0" 2'-4" Yes `W CS-1 STONE VENEER CORONADO STONE LEDGESTONE HONEY LEDGE C4-1- Exterior Canopy 1 17'-10 1/21' 1 4'-0" 2'-4" Yes -- - CHABLIS Grand total 14 EC-1 PARAPET WALL COPING DUROLAST / DARK BRONZE EXCEPTIONAL METALS (MATTE) ' PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH: INA�, ACRYLIC #666-350 SEMI -GLOSS ON DOOR FRAMES, CANOPY NOTES: SATIN ON WALLS cc PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI -GLOSS ATTACHED CANOPIES - 8" THICK CANOPY A ACRYLIC #666-350 - KYNAR FINISH OF STRUCTURE, FASCIA, & ' SCA STUCCO STO POWERWALL STO WHITE FINISH: SAND MEDIUM CP-1 DECKING TO MATCHLU SC-2 STUCCO STO POWERWALL ADOBE BROWN FINISH: SAND MEDIUM DETACHED CANOPIES - 10" THICK CANOPY ST-1 STOREFRONT RE: G-005 YES 45 - SEE RCP AND EXTERIOR ELEVS FOR FINISHES _ (DARK MATTE)BRONZE CO C 4 i CD 04 co N--- x- t 4 3 2 1 or,, B Q J LL � LL � > M � Mini j� 00 C o= a N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: v2-20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET EXTERIOR ELEVATIONS SHEET NUMBER A=301 QQ0 M 0 0 9 D CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 i TAY I W n II�l�M Y.�b01YCry dpMA .Ild��t 0. �nIC an IM h4id N�M� dewn..l at nCt rnIMl�Ihlynldad Ndld �M rM Digitally signed by Timothy Burnett DN: c=US o=Unaffiliated, ou=AO141 00000001725CED626 0018011, cn=Timothy Burnett Date: 2020.11.25 15:29:44-06'00' FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: V2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT# 17013 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without e)ress written or verbal consent from authorized project representatives. W SHEET WALL SECTIONS a SHEET NUMBER A=401 r STO FINISH COAT AIR BARRIER - RE: SPECS - - +- WALL FRAMING &INSULATION - �- - 4 1/2" - -- _ STUCCO SYSTEM - RE STRUCTURAL &WALL TYPES CORNER FINISH BEYOND RE: WALL TYPES BLOCKING AS REQUIRED BY CANOPY 1" RIGID FOAM INSULATION - -- RE INTERIOR ELEVATIONS DIMENSION INDICATES STUCCO LATH, RE: WALL TYPES FABRICATOR OR STRUCTURAL ENGINEER SCRATCH COAT, BROWN COAT. USE STO DRAIN SCREEN - (WHICHEVER IS MORE STRINGENT). EXTERIOR SHEATHING HEADER FRAMING ALUMINUM STOREFRONT MAX 7/8" THICKNESS ALLOWED BY STO 1" RIGID FOAM CONTRACTOR SHALL COORDINATE LOCATION RE: STRUCTURAL ISE LANT BEYOND FRAME &GLAZING 7/8" AND SIZES. RE STRUCTURAL FOR DOUBLE - RE: STRUCTURAL STO DRAIN SCREEN EXTERIOR SHEATHING INSULATION WALL CONDITIONS - INTERIOR SHEATHING & FINISH - - GC SHALL BE RESPONSIBLE - RE: STRUCTURAL PRESSURE TREATED STONE VENEER SRE� STRUCTURAL IDED SHEAR WALLS), BA KER ROD &SEALANT - FOR BUILDING CODE ��pQ2 WOOD BLOCKING ANCHORAGE BY ANCHORS SHALL CANNOT OPY FABRICATOR BR ICAT INTERIOR OR CANOPY COMPLIANT ANCHORAGE. WALL FRAMING & TIE ROD WALL PLATE BY WALL FINISH WHERE BELOW FINISH CEILING, TYP. CONTINUOUS THRU-WALL ELEVATIONS; FINISH SCHEDULE, TYP AT DOORS & WINDOWS WALL & PARTITION TYPE NOTES INSULATION CANOPY FABRICATOR MEMBRANE FLASHING - RE: WALL TYPES & TIE ROD & YOKE BY PLASTIC SHIMS STRUCTURAL CORNER FINISH - RE INTERIOR / CANOPY FABRICATOR WOOD BLOCKING SHOWN HERE STEEL LINTEL ELEVATIONS. j' IN METAL STUD WALL WITHIN 18" OF HOOD: - RE: STRUCTURAL. PAINT �- -FINISH FLOOR 1" RIGID FOAM INSULATION FIRE RETARDANT AND PRESSURE TREATED o0� SEALANT SLOPE @ 1:50 MAX - RE: CIVIL 4L EQUAL TO D-BLAZE BY VIANCE. TO MATCH STOREFRONT -- � �� _ AIR BARRIER - RE: SPECS - - ® - E D ALIGN HEADER COVER WITH INSIDE FACE OF 1 1/2 = • '� OTHER LOCATIONS UNTREATED LUMBER. I < ° a -- - ° , - - r STOGUARD WATERPROOF - - - - - D STUD : , ;a . - , ° p ° =1/2" ° `�. a ° AIR BARRIER MEMBRANE D O D O D O A O 0 CO CRETE WALK - RE: CIVIL - ? ° a i PLASTIC SHIMS „ 9 _,a \ a • ` tre ° a B.O. BUILDOUT HEADER CANOPY O SLIDING DOOR E ANSION JOINT - RE: CIVIL 4 " p \ AIR BARRIER - RE: SPECS HEADER COVER I _ ° = •:. CONCRETE SLAB & RE: EXTERIOR ELEVATIONSfl d_ FOOTING - RE STRUCTURAL 1 STOGUARD WATERPROOF INTERIOR SHEATHING &FINISH - RE: STRUCTURAL DASHED LINE INDICATES i CO PACTED SUBGRADE — e w AIR BARRIER MEMBRANE7/ (FOR DOUBLE SIDED SHEAR WALL LOCATIONS). Chick-fil-A OUTSIDE FACE OF STUD I INTERIOR ELEVATIONS, FINISH SCHEDULE. WALL & BEYOND - - GC SHALL BE RESPONSIBLE - I EXTERIOR PARTITION TYPE NOTES 5200 Buffington Road 2" FOR BUILDING CODE SHEATHING - RE: COMPLIANT ANCHORAGE, TYP STRUCTURAL - Atlanta Georgia STONE VENEER BEYOND - i I p � ���� AT DOORS &WINDOWS , STOREFRONT SILL AT FLOOR STUCCO BUILDOUT - SECTION CANOPY TIE -ROD & STUCCO JUNCTION g ALUMINUM SLIDING DOOR 33" = 1'-0" E23" = 1'-0" E 1 3" = 1'-0" 30349 2998 I FRAME & GLAZING STO FINISH COAT STO FINISH COAT I I 41/2" VARIES - /-- - � DIMENSION INDICATES •�•�• DIMENSION INDICATES - •�•�• RE: WALL TYPES CORNER FINISH BEYOND STUCCO LATH; SCRATCH STUCCO LATH, SCRATCH - CORNER FINISH BEYOND - RE: INTERIOR ELEVATIONS COAT.. BROWN COAT. COAT, BROWN COAT BLOCKING AS REQUIRED BY CANOPY USE MAX 7/8" THICKNESS • USE MAX 7/8" THICKNESS • • FABRICATOR OR STRUCTURAL ENGINEER RE: INTERIOR ELEVATIONS - AIR BARRIER - RE. SPECS (WHICHEVER IS MORE STRINGENT). ALLOWED BY STO ALLOWED BY STO S LANT BEYOND , ALUMINUM STOREFRONT I I CONTRACTOR SHALL COORDINATE DASHED LINE INDICATES 7/8" • 7/8' • STOGUARD WATERPROOF j FRAME BEYOND STO DRAIN SCREEN STO DRAIN SCREEN I AIR BARRIER MEMBRANE • • LOCATION AND SIZES RE: STRUCTURAL AT OUTSIDE FACE OF STUD DOUBLE WALL CONDITIONS BEYOND -- j THRESHOLD BY DOOR SEALANT - - Q� • SEALANT - - • EXTERIOR • • I / MANUFACTURER - YKK E90407 THRESHOLD 5�p 2 I ' SHEATHING - RE' ANCHORAGE BY CANOPY FABRICATOR. AUTOMATIC i AL MINUM STOREFRONT DOOR - - _\ / OR INTERIOR R EQUAL. • • STRUCTURAL - __ _ CANOPY ANCHORS SHALL NOT PENETRATE SLIDING DOOR -- I � � I i I / CUT INTERIOR PORTION ,' -_ _- - - - I ' .�.�.�.�. INTERIOR WALL FINISH WHERE BELOW FINISH --_ I O TO ACCOMMODATE - - • - - - - • � • CEILING, TYP. FINISH FLOOR FINISH FLOOR. CANOPY AND CANOPY AND • SLOPE FOR POSITIVE I I ' � DRAINAGE. COORD W/ CIVIL I _ FINISH FLOOR ANCHORAGE BY • ANCHORAGE BY • • WOOD BLOCKING SHOWN HERE N CANOPY FABRICATOR CANOPY FABRICATOR i \ IN METAL STUD WALL WITHIN 18" OF SLOPE @ 1:50 MAX - RE: PRESSURE I PRESSURE I I • HOOD: FIRE RETARDANT AND - - PRESSURE TREATED EQUAL TO D BLAZE • I ^,. . ` CIVIL <- - ao D 4 1/2" d ° ° ° TREATED WOOD RE: ADJACENT DTL I TREATED WOOD - RE: ADJACENT DTL I • BY VIANCE. T DRIVE -AISLE• �— - - ° -° -t .° BLOCKING -- • BLOCKING -- • CCR ARCHITECTURE & INTERIORS RE. CIVIL FOR REMAINDER FOR REMAINDER I • \ a 1/2 CONCRETE SLAB &FOOTING 1 1/2" SLOPED I - RE: STRUCTURAL °p ° t ,`• ;a ,; _"r ° - 1" RIGID FOAM OF CONSTRUCTION I 1" RIGID FOAM OF CONSTRUCTION I • I OTHER LOCATIONS: UNTREATED °� . , ° la �--� 1 /2rr G.-- ° '' .., -� - - a INSULATION -- • INSULATION • - RE: ADJACENT DTL • LUMBER. EXPANSION JOINT - ° ,`� _ 5, �, C NCRETE WALK - RE: CIVIL - , --a_ ' D2 FOR REMAINDER - - - - - - RE: CIVIL - ° ;,.° DASHED LINE INDICATES _ a 9 : F a, e:. °* < I I -501 j OF CONSTRUCTION I •0.11111 " OUTSIDE FACE OF SLAB & ANSION JOINT - RE CIVIL °"•4 - _CANOPY D1 - B.O. CANOPY D1 INTERIOR SHEATHING & FINISH - RE: B.O.B O CA / A ` CONCRETE SLAB & FOOTING - ~ •�•�•�•�• STRUCTURAL (FOR DOUBLE SIDED SHEAR COMPACTED SUBGRADE= I STUDS BEYOND RE: EXTERIOR ELEVS 1" A-5011� RE: EXTERIOR ELEVS A-501 _ - a • I'•�' ;° a ' - RE STRUCTURAL \_ WALL LOCATIONS), INTERIOR ELEVATIONS, FINISH SCHEDULE. WALL & PARTITION TYPE MPACTED SUBGRAD= - NOTES III I I I AT BUILDOUT LOCATIONS - REF ELEVATIONS AT TYPICAL LOCATIONS - REF ELEVATIONS This item has been electronically signed and sealed by Timonthy S. 6umetton the date shown using Digital Signature. Printed copies of this document are not considered signed and sealed and the D43"STONE - DRIVE-THRU DOOR SECTION STOREFRONT DOOR THRESHOLD DETAIL D23"CANOPY & STUCCO JUNCTION - FINISHES CANOPY & STUCCO JUNCTION signature musts. ve fied on any eleRronic copies. 3 = 1'-0" 3" = 1'-0" = 1'-0" 3" - -- - - -- - - - - -- --- -- - - -- - - - - - - -- - -- - - - - -- -- - - - _ -- - - - - - signed y Tl Timothy y STOGUARD WATERPROOF AIR \��������������������� INTERIOR SHEATHING & Digitallyb h BARRIER MEMBRANE LAP RE: WALL TYPES FINISH - RE: STRUCTURAL INTERIOR SHEATHING &FINISH - OVER FLASHING ( -(FOR Burnett RE STRUCTURAL (FOR DOUBLE ) SHFAR WALL LOCATIONS), DN: C=US, o=Unaffiliated, SIDED SHEAR WALL LOCATIONS STO DRAIN SCREEN - INTERIOR ELEVATIONS, FINISH INTERIOR ELEVATIONS. SCHEDULE, WALL & PARTITION STO FINISH COAT FINISH SCHEDULE, WALL ou—A01410C000001725CED626 WALL FRAMING AT JAMB TYPE NOTES PARTITION TYPE NOTES 000018011, cn=Timothy Burnett -RE. STRUCTURAL --- CORNER FINISH AIR BARRIER -RE SPEC RE. INTERIOR ELEVATIONS (LAP OVER FLASHING) Date: 2020.1 1.25 15:30:05-06f00' EXTERIOR SHEATHING � � � ' 1" RIGID FOAM INSULATION -- AT AIR SPACE IN WOOD STUD - RE: STRUCTURAL- PLASTIC SHIMS AT CORNER - RE: STO ROUGH WALL PRESSURE TREATED. OPENING PROTECTION 3-D AT CORNER: RE: STUCCO ALUMINUM FRAME BY ZIGMAN - DETAIL - STONE VENEER IN METAL STUD WALL WITHIN 18" ROUGH N A- oOPENING DETAIL \ �\ ® FRAME SHOWN AT HINGE SIDE OF HOOD: FIRE RETARDANT AND IN THIS DETAIL. REFER TO EDGE TRIM AS MASONRY VENEER ANCHOR --- PRESSURE TREATED EQUAL TO STOGUARD WATERPROOF ® FLOOR PLAN FOR ACTUAL APPROVED BY STO N D-BLAZE BY VIANCE. AIR BARRIER MEMBRANE \ HINGE LOCATION, AIR BARRIER - GC SHALL BE RESPONSIBLE SEALANT 1 1/2" - CORNER FINISH OTHER LOCATIONS: UNTREATED RE: SPECS FOR BUILDING CODE -RE INTERIOR AIR BARRIER LUMBER. COMPLIANT ANCHORAGE, TYP ELEVATIONS SHEATHING - RE SPECS 1" RIGID FOAM --- � PREFINISHED HEAD g" RE STRUCTURAL - EXTERIOR SHEATHING INSULATION AT DOORS &WINDOWS FLASHING TO MATCH - - - -- -- - PLASTIC SHIMS FRP DOOR BY ZIGMAN DOOR COLOR. RE STO - RE: STRUCTURAL STO DRAIN SCREEN- /' / 3-D DETAILS GC SHALL BE RESPONSIBLE FOR PREFINISHED - METAL FASCIA \ TAN ROOFING WALL FRAMING & DIMENSION INDICATES SEALANT TO MATCH � BUILDING CODE COMPLIANT � INSULATION - RE: STUCCO LATH. SCRATCH N ANCHORAGE. TYP AT DOORS & SLOPE MEMBRANE FLASHING ABOVE ---- CONTINUOUS 1x4 -- --- STRUCTURAL & WALL TYPES COAT. BROWN COAT. USE N WINDOWS �� MAX 7/8" THICKNESS ALUMINUM FRAME BY ZIGMAN - ROOFING MEMBRANE TREATED WOOD ALLOWED BY STO ao FRAME SHOWN AT HINGE SIDE BLOCKING ONLY AT LOCATIONS REQUIRED STO FINISH COAT n . IN THIS DETAIL. REFER TO CONTINUOUS CLEAT I T FLOOR PLAN FOR ACTUAL FOR ANCHORAGE - DO (� AIR BARRIER - 1 _0 2X6 BLOCKING NOT BLOCK WEEPS l=J �� U) FINISH CEILING - RE: RCP -BACKER ROD & SEALAN HINGE LOCATION. RE: SPECS - RE: STRUCT LL Q WEEPS @ 32" O.C. MAX FRP DOOR BY ZIGMAN 2X6 OUTRIGGER - CONT. 2X6 \ - -- EDGE TRIM AS — EXTERIOR SERVICE DOOR JAMB - STUCCO APPROVED BY EXTERIOR SERVICE DOOR HEAD - STUCCO RE STRUCTURAL - RE: STRUCT I ANCHORAGE BY CANOPY C26" = 1'-0"_ _ _ _ 1 ._ _ ant CANOPY BY CANOPY FABRICATOR. CANOPY 6' - 1' 0" TOP OF FRAMING _ - - - > M RE: ELEVATIONS & FABRICATOR _ _ ANCHORS SHALL NOT RE WALL TYPES J STOGUARD WATERPROOF PENETRATE INTERIOR - STRUCTURAL STO FINISH COAT STO FINISH COAT AIR BARRIER MEMBRANE If CONTINUOUS THRU- • _ WALL FINISH WHERE BELOW 7/8" 7/8" � \ CONT 2X4 WALL MEMBRANE FINISH CEILING. TYP. (LAP OVER FLASHING) I J LL RIPPED 2X MEMBER - DIMENSION INDICATES DIMENSION INDICATES .. � • - RE: STRUCTURAL RE STRUCT FLASHING --- - I AIR BARRIER - RE SPEC -- \ COAT, COAT. • COAT, COAT.TCH • ( - ---- LAP OVER FLASHING) O HEADER FRAMING - -' WALL FRAMING - - USE MAX 7/8" ALLOWED USE MAX 7/8" ALLOWED RE STRUCTURAL AT CORNER RE STO ROUGH � RE: STRUCT I � � I BY STO. - _ • ' BY STO. - - ; . • I I - I � - EXTERIOR SHEATHING m o _ i • OPENING PROTECTION 3-D DTL-- - \ ` I INTERIOR SHEATHING & STO DRAIN SCREEN - STO DRAIN SCREEN - I I I i \ - RE: STRUCTURALNEEMEMENNEJ AIR BARRIER - RE: SPECS - FINISH - RE: STRUCTURAL - - • - - • • -mall ANCHORAGE BY CANOPY CANOPY AND _ CANOPY AND \ (FOR DOUBLE SIDED FABRICATOR. CANOPY PREFINISHED BRAKE METAL ANCHORAGE BY I I ANCHORAGE BY - I I ' — SHEAR WALLS), INTERIOR - - • • ANCHORS SHALL NOT SHIM AS REQUIRED - o STEEL LINTEL 2 1/8" ELEVATIONS, FINISH CANOPY FABRICATOR • CANOPY FABRICATOR • • I PENETRATE INTERIOR - RE: STRUCTURAL SCHEDULE, WALL & 1" RIGID FOAM • 1" RIGID FOAM • WALL FINISH WHERE 1� STONE VENEER - -- - - I - i I REF ADJACENT DTL V OUTSIDE FACE OF PARTITION TYPE NOTES INSULATION - I INSULATION ' BELOW FINISH CEILING. TYP ----- • I • I FOR REMAINDER - ---------- a, MORTAR - STONE BEYOND AT CORNER FINISH PRESSURE TREATED PRESSURE TREATED \ • • OF CONSTRUCTION o SOME LOCATIONS AS = • METAL LATH - - - - - ---- - INDICATED ON - RE: INTERIOR ELEVATIONS WOOD BLOCKING - I I WOOD BLOCKING ' I ' B2 UJ ELEVATIONS PLASTIC SHIMS EDGE TRIM AS i EDGE TRIM AS • - B 1" CONTINUOUS APPROVED BY STO APPROVED BY STO A-50=;% RIGID INSULATION VERTICAL LINE INDICATES GC SHALL BE RESPONSIBLE i • OUTSIDE FACE OF STONE -- I CORNER FINISH MEMBRANE AIR - * FOR BUILDING CODE BACKER ROD AND BACKER ROD AND MEMO _— -- - ---_ o VENEER BEYOND I SOME COMPLIANT ANCHORAGE, TYP SEALANT W/ WEEPS • • SEALANT W/ WEEPS • • - RE: INTERIOR ELEVATIONS �, BARRIER LOCATIONS AS INDICATED j \ AT DOORS & WINDOWS RE: ADJACENT DTL RE: ADJACENT DTL \ SEALANT � _ ON ELEVATIONS - - ' I I I I EXTERIOR SHEATHING PREFINISHED HEAD FOR REMAINDER PREFINISHED HEAD FOR REMAINDER GC SHALL BE b RE:STRUCTURAL FLASHING TO MATCHFLASHING ALUMINUM FRAME & STOREFRONT COLOR. iOF CONSTRUCTION! STOREFRONT O COLOR. iOF CONSTRUCTION! FOR BUILDING CODONSIBLE GLAZING. RE: A-801 FSR#04040 `�I RE: STO 3-D DETAILS. • g1 • RE: STO 3-D DETAILS. • g1 �,• COMPLIANT ANCHORAGE.. 2 1/2" TYP AT DOORS & WINDOWS SEALANT TO MATCH �•—•(A_50_ 1 SEALANT TO MATCH �•—•= -501 -PLASTIC SHIMS BUILDING TYPE /SIZE P13 LC ALL FLASHING ABOVE FLASHING ABOVE RELEASE V2_20.02 ALUMINUM STOREFRONT AT BUILDOUT LOCATIONS - REF ELEVATIONS AT TYPICAL LOCATIONS - REF ELEVATIONS REVISION SCHEDULE I EXTENDED PARAPET DETAIL - STONE STONE VENEER WINDOW HEAD WITH CANOPY B215" CANOPY/ HEAD / STUCCO DETAIL - FINISHES RCANOPY/ HEAD / STUCCO DETAIL NO. DATE DESCRIPTION RdB33" = 1'4' = 1'_0"V1 6" = 1'-0" VT3"- 1'-0"1 11/25/2020 FOR BID - - - - - IEC MP SIO S -ON E PREFINISHED /- SHEATHING METAL FASCIA - - RE: STRUCTUR L METAL COVER \ SLOPE - - TAN ROOFING - ROOFING MEMBRANE - SLOPE _ INTERIOR SHEATHING & 1-------� MEMBRANE - - - _� TAN ROOFING (} CONTINUOUS 1x4 / MEMBRANE \ FINISH -RE STRUCTURAL 2 1/2'' - TOP OF FRAMING _ _ _ _ ` (FOR DOUBLE SIDED - 01 - �RE: ELEVATIONS & TOP OF FRAMING / SHEAR WALL LOCATIONS), 0I STRUCTURAL RE: ELEVATIONS & INTERIOR ELEVATIONS; \ STRUCTURAL I WALL FRAMING FINISH SCHEDULE, WALL & ALUMINUM STOREFRONT - 03 ANCHORAGE PER ROOFING \ 3/4" PLYWOOD // i �, --`� ORE STRUCTUR L WALL FRAMING AT JAMB PARTITION TYPE NOTES FRAME & GLAZING w, MANUFACTURER'S N \\ ROOFING T CORNER FINISH GC SHALL BE RESPONSIBLE I REQUIREMENTS. TYP MEMBRANE I - RE: STRUCTURAL SEALANT ALL SIDES. FOR BUILDING CODE ces RE: STRUCT - RE: INTERIOR ELEVATIONS TYP (PROVIDE BACKER COMPLIANT ANCHORAGE.. CONTINUOUS EXTERIOR RODS AS REQUIRED) - - TYP AT DOORS & WINDOWS CONTINUOUS.. RIPPED 2X BLOCKING - FOR TOP PLAT EXTERIOR SHEATHING CONSTRUCTIO CLEAT — I - RE: STRUCTURAL w - CONTINUOUS SEALANT EDGE TRIM AS APPROVED BY STO10 AIR BARRIER } `\ SILL FLASHING - PLASTIC SHIM RE: SPECS - AT CORNER: RE: STUCCO \ ` - RE STO DETAILS - SEALANT LU STUCCO SYSTEM - RE WALL TYPES - CONTINUOUS 2x6 ROUGH OPENING DETAIL J CORNER FINISH BEYOND I ON A-505 Q PLASTIC SHIMS - RE: INTERIOR ELEVATIONS t€3 12" x 1" PREFINISHED 17013 STO DRAIN SCREEN ___-- GC SHALL BE CONSULTANT PROJECT # A FLUSH SOFFIT PANELS STOGUARD WATERPROOF w RESPONSIBLE FOR A PRINTED FOR , BY EXCEPTIONAL 1' - 0" AIR BARRIER MEMBRANE PERMIT 1" RIGID INSULATION - - METALS / BUILDING CODE AG RE: STOREFRONT DATE AIR BARRIER - RE: SPECS - - COMPLIANT ANCHORAGE, ELEVATIONS 07/29/2020 AIR BARRIER - RE SPECS AIR BARRIER - RE: SPECS - - TYP AT DOORS & - DRAWN BY I _ 1" RIGID INSULATION �- 1" RIGID FOAM INSULATION WINDOWS DOUBLE 2x SILL AT WOOD Author c WALL FRAMING STUD WALLS STUD TRACK { { STOGUARD WATERPROOF STO FINISH COAT - Information contained on this and in all digitalfiles 0CD AIR BARRIER MEMBRANE - - RE: WALL TYP STUCCO SYSTEM STO DRAIN SCREEN - - AT METAL STUD WALLS 9 N produced for above named protect may not be reproduced in gig & STRUCTURAL - RE: WALL TYPES - DIMENSION INDICATES - STO DRAIN SCREEN any manner without express written or verbal consent from �EXTERIOR SHEATHING authorized project representatives I EXTERIOR AIR BARRIER RE SPECS STUCCO LATH. SCRATCH N ' COAT BROWN COAT USE 1" RIGID FOAM INSULATION - RE. STRUCTURAL SHEET I.i� " SHEATHING STOGUARD WATERPROOF 0D _ ALUMINUM STOREFRONT W EXTERIOR DETAILS --' - MAX B THICKNESS RE STRUCTUR AIR BARRIER MEMBRANE - - _" � ' _ AIR BARRIER - RE. SPECS / G & I WALL FRAMING ALLOWED BY STO - RE WALL TYPES _ / - --- STOGUARD WATERPROOF INSULATION -RE STROUCTURAL & EXTERIOR ,-_\ CONTINUOUSBACKER RE'. WALL TYPES SHEATHING - RE STO FINISH COAT ROD & SEALANT AIR BARRIER MEMBRANE WALL TYPES SHEET NUMBER STRUCTURAL - � EDGE TRIM AS RE: WALL TYPES - APPROVED BY STO A4 REGULAR PARAPET DETAIL - STUCCO A33"EXTENDED PARAPET DETAIL - STUCCO A26''STOREFRONT JAMB AT STUCCO A1 STUCCO WINDOW SILLA-501 3" = 1'-0" = 1'-0" = 1'-0" 6" = 1'-0" 4 2 1 4 1 E C :> I E I Ni' I 0_ I L iE LU I C', A I r U-) (,...< STONE VENEER BEYOND -) EDGE OF DOOR FRAME BEYOND - - 1, j j I i DASHED LINE INDICATES ) I OUTSIDE FACE OF STUD BEYOND '- 1 it I I DOOR & FRAME AS SCHEDULED _ I I! jSLOPE FOR POSITIVE DRAINAGE � ! CONCRETE WALK - RE: CIVIL - - -_d EXPANSION JOINT -RECIVIL' d_' - a, SLOPED a -d 71 COMPACTED SUBGRADE, 4I` 44rr ---- - •d` I � IIII I D4 STONE - SERVICE DOOR THESHOLD ---- 3" = 1'-01, BACKER ROD & DASHED LINE IN[ DOOR HEADER C THRESHOLD BEL ALUMINUM SLIDI DOOR FRAME & GLAZING - PLASTIC SHIMS CORNER FINISH INTERIOR ELEVA ALIGN �E3 STONE - DRIVE-THRU DOOR JAMB 3" = 1'-01, 2x WOOD BLOCKING CORNER FINISH BEYOND - RE: INTERIOR ELEVATION WALL FRAMING AT J) RE: STRUCTURAL - THRESHOLD PER FPA EXTERIOR SHEATHIN RE: STRUCTURAL - FINISH FLOOR 1" CONTINUOUS RIGI INSULATION GC SHALL BE RESPONSIBLE FOR BUILDING CODE COMPLIANT ANCHORAGE, TYP AT DOORS & WINDOWS DASHED LINE INDICATES OUTSIDE FACE OF SLAB & STUDS BEYOND INTERIOR SHEATHING & FINISH - RE STRUCTURAL (FOR DOUBLE SIDED SHEAR WALLS), INTERIOR ELEVATIONS, FINISH SCHEDULE, WALL & PARTITION TYPE NOTES � - WALL FRAMING & INSULATION STONE VENEER / - RE: STRUCTURAL & WALL TYPES 0 MORTAR '. ' TREATED SILL PLATE AT WOOD STUD WALLS OR METAL STUD METAL LATH TRACK AT METAL STUD WALLS CDRE: STRUCTURAL & WALL TYPES 1" CONTINUOUS RIGID INSULATION WALL ANCHORAGE - RE: STRUCTURAL MEMBRANE AIR -' BARRIER - o .. FINISH BASE - RE: INTERIOR EXTERIOR SHEATHING ELEVATIONS & FINISH PLAN. RE:STRUCTURAL o FINISH FLOOR - RE: FINISH PLAN. � -DASHED LINE INDICATES RECESSED SLAB AT PLAY AREA. STRUCTURAL. FINISH SLAB CDRE: Q a. - �T FOUNDATION WEEP SCREED -�> Q d'``- a <• ♦�♦I��s EXPANSION JOINT AT ALL Z Z ° "• ^ d ' ea ; ®° d ` AREAS WITH ABUTTING if .-ye .: CONCRETE WALK - RE: CIVIL `4 : p ` ° : d ' - d d 2 n CONCRETE WALK ON . •. - . `° c "ed e f °, _. .p d_. AGGREGATE BASE COURSE n_d _ red AT SOME AREAS - RE: CIVIL 1 d • n -' ° • "d` _d ^ . a VAPOR RETARDER ,' = °'- 4, - RE: STRUCTURAL ^_ ' ° ° FREE DRAINING :- d . AGGREGATE - RE: <�- ; ° -,d,` a e STRUCTURAL AND II GEOTECHNICAL n:°' :`' : �:: _ .'a,. d - .a .: _a ' e : ° d: �•: CONCRETE FOOTING ° a e,e- I IIII I II I - RE: STRUCTURAL °_ COMPACTED SUBGRADE d .. -d" red b_ a.e - p A STONE VENEER - FOUNDATION DETAIL 4 r1 STONE - EXTERIOR SERVICE DOOR JAMB V J 6° = V-0° UTILITY EQUIPMENT - RE: ELECTRICAL TWO-PIECE BREAK METAL FLASHING (MATCH PARAPET COPING COLOR) ON 1/2" EXTERIOR GRADE SHEATHING ON 2X TREATED TOP PLATE SELF ADHERING MEMBRANE FLASHING 4" CONCRETE BLOCK WITH LADDER TYPE JOINT REINF. AT 16" O.C. VERTICALLY STONE VENEER - - MORTAR OVER METAL LATH EXPANSION JOINT AT ALL AREAS WITH ABUTTING CONCRETE WALK. RE: CIVIL. FINISH GRADE MATERIAL AND HEIGHT VARIES PER PROJECT, RE: CIVIL CONCRETE FOOTING - RE: STRUCTURAL UNDERGROUND UTILITY CONDUITS - RE: CIVIL o n STONE UTILITY KNEE WALL 0 J 3" = 1'-0" 2 RE'. WALL TYPES GC SHALL BE RESPONSIBLE FOR STONE VENEER BUILDING CODE COMPLIANT MORTAR & LATH --- ANCHORAGE, TYP AT DOORS & WINDOWS BACKFILL WALL 1" CONTINUOUS RIGID INSULATION PLATE WITH GROUT EXTERIOR SHEATHING RE: STRUCTURAL CANOPY AND ANCHORAGEBY CANOPY BLOCKING PROVIDED BY CONTRACTOR, AS REQUIRED BY CANOPY FABRICATOR OR STRUCTURAL ENGINEER (WHICHEVER IS MORE STRINGENT). CONTRACTOR SHALL COORDINATE LOCATION AND SIZES. ANCHORAGE BY CANOPY FABRICATOR. CANOPY ANCHORS SHALL NOT PENETRATE INTERIOR WALL FINISH WHERE BELOW FINISH CEILING, TYP. FABRICATOR - WOOD BLOCKING SHOWN HERE IN METAL STUD WALL WITHIN 18" OF — — HOOD: FIRE RETARDANT AND WALL FRAMING & INSULATION CXV PRESSURE TREATED EQUAL TO D-BLAZE - RE'. STRUCTURAL & WALL TYPES BY VIANCE. OTHER LOCATIONS: UNTREATED I LUMBER. - -- _ INTERIOR SHEATHING & FINISH - RE: STRUCTURAL (FOR DOUBLE SIDED SHEAR 30# FELT WITH 6" TYP WALL LOCATIONS), INTERIOR ELEVATIONS, INTERIOR SHEATHING & FINISH - RE: OVERLAPS FINISH SCHEDULE, WALL & PARTITION TYPE STRUCTURAL (FOR DOUBLE SIDED NOTES SHEAR WALLS), INTERIOR ELEVATIONS; 1" CONTINUOUS -- FINISH SCHEDULE, WALL &PARTITION RIGID INSULATION — EXTERIOR SHEATHING - TYPE NOTES RE: STRUCTURAL STONE - CANOPY & STONE JUNCTION E 2 3" = V-0" RIOR SHEATHING & FINISH - RE: 1CTURAL (FOR DOUBLE SIDED kR WALL LOCATIONS), INTERIOR 'ATIONS, FINISH SCHEDULE, WALL RTITION TYPE NOTES CONTINUOUS SEALANT, VER FINISH COLOR TO MATCH INTERIOR ELEVATIONS ADJACENT MATERIAL -- ANT 1/4" DIA. DRIVE PIN AND ANCHOR @ 2'-0" O.C. ,TIC SHIMS STEEL FLASHING, FINISH TO HALL BE RESPONSIBLE MATCH ADJACENT CANOPY BUILDING CODE PLIANT ANCHORAGE. CONTINUOUS SEALANT, aT DOORS &WINDOWS COLOR TO MATCH ADJACENT MATERIAL CANOPY BY MFR BACKER ROD & SEALANT MORTAR AND LATH STONE VENEER NOTE: FLASHING INSTALLED BY CANOPY VENDOR DETACHED CANOPY FLASHING DETAIL D 2 3" = 1'-01, I � � I I I L— — ------------_—,-f-- �__ ---- SLOPE I I I I I I STONE VENEER MORTAR OVER METAL LATH 1" CONTINUOUS RIGID INSULATION WEEP SCREED EXTERIOR SHEATHING - RE: STRUCTURAL WALL FRAMING & INSULATION - RE: STRUCTURAL & WALL TYPES INTERIOR SHEATHING & FINISH - RE: STRUCTURAL (FOR DOUBLE SIDED SHEAR WALLS).. INTERIOR ELEVATIONS, FINISH SCHEDULE, WALL & PARTITION TYPE NOTES FINISH FLOOR & BASE - RE: FINISH PLAN a d `a ° rid ' d" .-. ^d_ 1 1 n a e^d d �. °... - :" - d ad ~' ea -B-` I I - d= • d a d" ` 4. f-I - .rid` r,eF d° d ea"_ °" �d-e _.. a .-<.° _" _ n _ n Jdd-'°a' e•d _ e,d, •_�,, ,n :a(..I•-n "•d _ d e •a -d _ e a" °:.; a .' rid d • - ° - d _ ,-Y-t e� —I d I _;`d-JE C d- --- .._ - • _ _ °I d a d eA. q ° ° I III - a 2x WOOD BLOCKING WALL FRAMING AT J, - RE: STRUCTURAL EXTERIOR SHEATHI� - RE: STRUCTURAL - 1" CONTINUOUS RIGI INSULATION MORTAR & LATH - STONE VENEER ---- C STONE - STOREFRONT CONFIG A JAMB L6" = V-0" ALUMINUM STORE FRAME & GLAZIN( STOREFRONT WE BACKER ROD & SI PREFINISHED SILI FLASHING. SLOPI POSITIVE DRAINA I BACKER ROD & SI STONE VENEER MORTAR & LATH 1" CONTINUOUS F INSULATION EXTERIOR SHEAT - RE: STRUCTURA n STONE - STOREFRONT CONFIG A SILL �..J 3" = 1'4' 2x BLOCKING-- - WALL FRAMING AT - RE: STRUCTURAL EXTERIOR SHEATH - RE: STRUCTURAL I" CONTINUOUS RI( NSULATION IAORTAR & LATH >TONE VENEER- - �.� STONE - STOREFRONT CONFIG B JAMB %aa/ 6" = 1'-0" 06 MEMBRANE AIR Z AND MOISTURE BARRIER O 1" CONTINUOUS w RIDGID INSULATION w S o STO POWERWALL ci. �: < RE: STO 3-D DETAILS w p zSTO TURBOSTICK ADHESIVE z_ CONTINUOUS SEALANT AND Of p w BACKEROD WITH WEEP HOLES PT WOOD BLOCKING PREFINISHED METAL FLASHING CONTINUOUS SEALANT RE: EXTERIOR ELEVATIONS — — — — — — — — — " 1" CONTINUOUS RIGID INSULATION METAL LATH MORTAR MEMBRANE AIR AND MOISTURE BARRIER STONE VENEER STUCCO TO STONE TRANSITION B1 3" = 1'-0" "'ERIOR SHEATHING & FINISH - STRUCTURAL (FOR DOUBLE )ED SHEAR WALL LOCATIONS) -ERIOR ELEVATIONS, FINISH HEDULE, WALL & PARTITION 'E NOTES CORNER FINISH - RE: INTERIOR ELEVATIONS SEALANT PLASTIC SHIMS GC SHALL BE RESPONSIBLE FOR BUILDING CODE COMPLIANT ANCHORAGE, TYP AT DOORS & WINDOWS ALUMINUM STOREFRONT & GLAZING BACKER ROD & SEALANT STONE VENEER CORNER UNIT AS NEEDED ALIGN OUTSIDE FACE OF STOREFRONT FRAME WITH OUTSIDE FACE OF STUDS GC SHALL BE RESPONSIBLE FOR BUILDING CODE COMPLIANT ANCHORAGE, TYP AT DOORS & WINDOWS SEALANT CORNER FINISH - RE: INTERIOR ELEVATIONS SILL WEDGE WALL FRAMING & INSULATION - RE: STRUCTURAL & WALL TYPES INTERIOR SHEATHING & FINISH - RE: STRUCTURAL (FOR DOUBLE SIDED SHEAR WALLS), INTERIOR ELEVATIONS, FINISH SCHEDULE, WALL & PARTITION TYPE NOTES INTERIOR SHEATHING & FINISH - RE: STRUCTURAL (FOR DOUBLE SIDED SHEAR WALL LOCATIONS). INTERIOR ELEVATIONS, FINISH SCHEDULE; WALL & PARTITION TYPE NOTES CORNER FINISH - RE: INTERIOR ELEVATIONS SEALANT GC SHALL BE RESPONSIBLE FOR BUILDING CODE COMPLIANT ANCHORAGE, TYP AT DOORS & WINDOWS PLASTIC SHIMS ALUMINUM STOREFRONT & GLAZING BACKER ROD & SEALANT STONE VENEER CORNER UNIT AS NEEDED EXTERIOR SHEATHING - RE: STRUCTURAL WALL FRAMING & INSULATION - RE: WALL TYPES & STRUCTURAL E oOOO o D � ° 0 CD CD I) Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 C ■ This item has been electronically signed and sealed by Timonthy S. Burnett on the date shown using Digital Signature. Printed copies of this document are not considered signed and waled and the signature must be verified on any electronic copies. Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01410C000001725CED626 000018011, cn=Timothy Burnett Date: 2020.11.25 15:30:23-06'00' FSR#04040 BUILDING TYPE / SIZE. P13 LC ALL RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID A - --I. i CORNER FINISH BEYOND - RE: INTERIOR ELEVATION STONE VENEER BEYOND - ? ALUMINUM STOREFRONT } FRAME BEYOND DOOR AS SCHEDULED THRESHOLD PER FPA OUSTIDE FACE OF STOREFRONT — t FRAME BEYOND -`--= _— GC SHALL BE RESPONSIBLE F R SLOPE FOR POSITIVE BUILDING CODE COMPLIAN DRAINAGE �� ANCHORAGE, TYP AT DOOR & WINDOWS j CONSULTANT PROJECT # 17013 ' 3/4" FINISH FLOOR A PRINTED FOR j PERMIT 'L DATE 07/29/2020 CONCRETE WALK - RE: CIVIL °° ° ` DRAWN BY Author ° d" ° Information contained on this drawing and in all digital files n `.e 1/2" RE: FPA ° a ' < e a ° produced for above named project may not be reproduced in any manner without express written or verbal consent from m authorized project representatives. EXPANSION JOINT - RE: CIVIL ° ` d ° " _ ° ° CONCRETE SLAB & FOOTING W SHEET RE: STRUCTURAL EXTERIOR DETAILS COMPACTED SUBGRADE ° SHEET NUMBER (Al STONE - STOREFRONT CONFIG B THRESHOLD A=503 3" = V-0" 3 2 ,.1t, ., .A ,.A ,..11 ,.h ..�1 1 .--. .`.A, 4 3 2 1 E U C 4-1 0 OF 4 CN to 0 CEII ING 10'-0" .. CEILING 10'-2" 4--0" ol n INTERIOR ELEVATION -KITCHEN 1/2" = 1'-0'' 9 INTERIOR ELEVATION - KITCHEN OVERLAP SINK BACKSPLASH, REF D3-A621 112" = 1'-0" 0 INTERIOR ELEVATION - DRIVE THRU 0 1/2" = V-0" 0 %A11773AY11 OrAIAn COO 1AIA1 I CIAIIOIJ INTERIOR ELEVATION GENERAL NOTES A.1 REFER TO SHEET A-622 FOR WAINSCOT DETAILS. A.2 GC TO PROVIDE BLOCKING FOR ALL WALL SHELVING AND EQUIPMENT. REFER TO K SHEETS FOR LOCATIONS. REFER TO A4/A-622 FOR DETAIL. A.3. PROVIDE 5" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN DINING ROOM AND VESTIBULE. A.4 PROVIDE 12" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN KITCHEN. A.5 PROVIDE CEMENTITIOUS BOARD SUBSTRATE FOR THE FULL HEIGHT OF TILE AT ALL WALLS WITH WALL TILE. A.6 AT WAINSCOT LOCATIONS. PROVIDE 5" HIGH CEMENTITIOUS BOARD BEHIND TILE BASE, THEN PLYWOOD SUBSTRATE TO TOP OF WAINSCOT, THEN GYPSUM BOARD TO CEILING. A.7 BRAND ICON DIRECTION: WHEN ENTERING THE STORE FROM THE MAIN ENTRY, THE BEAK SHOULD POINT TO THE RIGHT. A.8 REFER TO FRN SHEETS FOR SIGNAGE LOCATIONS. REFER TO C2/A-621 FOR DETAIL. A.9 REFER TO E2/A-621 FOR CORNER GUARD DETAIL, REFER TO PLANS AND ELEVATIONS FOR LOCATIONS. 8 INTERIOR ELEVATION - KITCHEN GENERAL CONTRACTOR RE: SCHEDULE 1/2" = 1'-0" r 1/2" = 1'-0" 2 INTERIOR ELEVATION - DRIVE THRU 1/2" = 1'-0" CEILING 10'- 0 BEYOND r F I I I iV r- 1 n'-n" r.Pll INCH 1n'-9" CEILING 10'-0" hBULKH T/ S' INTERIOR ELEVATION -DRIVE THRU 1/2" = 1'-0" 1 INTERIOR ELEVATION - DRIVE THRU 1/2" = 1'-0" E �3Cl� C Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 i--A 21A CCR ARCHITECTURE & INTERIORS This item has been electronically signed and sealed by Tiri S. Burnett on the data shown using Digital Signature. Printed copies of this document are not wroiderad signed and sealed and the signature must ba verified on any .,.Nook copies. Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01410C000001725CED626 000018011, cn=Timothy Burnett Date: 2020.11.25 15:30:41-06'00' C 1 � LL LL r Q M J >M 1 J � J LL = O to J_ >= J = a o= U J as B q'*w N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE. V2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT # 17013 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives W SHEET INTERIOR ELEVATIONS a. SHEET NUMBER A=603 4 3 2 1 4 3 2 1 I" 4- u� Ly 0 LL Z LLJ E LU LIJ 65 C FBI C B �1 CEILING 10'-2" ,i r, INTERIOR ELEVATION -OFFICE 1/2" = 1'-0" CEILING 10'-2" SILL 8'-1 T/ SLAB 0" CEILING 10'-2" CEILING 10'-2" 14 INTERIOR ELEVATION - OFFICE 131/2" INTERIOR ELEVATION - OFFICE 1/2" = 1'-0° = 1'-0" (11I II in,_)" STAINLESS WALL FINISH JD CORNERS AND TIGHT )REFRONT FRAMES 1 1 o INTERIOR ELEVATION - MULTI -PURPOSE 1/2" = 1'-0" 4INTERIOR ELEVATION - KITCHEN 1/2" = V-0" 4'-0" STAINLESS STEEL SHEET METAL e CFII INr. 10'-9" 12 INTERIOR ELEVATION - OFFICE 1/2" = 1'-0" 9INTERIOR ELEVATION - MULTI -PURPOSE 1/2" = 1'-0" CEILING 10'-2" 11 INTERIOR ELEVATION - MULTI -PURPOSE 1/2" = 1'-0" 8INTERIOR ELEVATION - MULTI -PURPOSE 1/2" = 1'-0" "'T"' ^' ^"' IRE PANEL is INTERIOR ELEVATION GENERAL NOTES A.1 REFER TO SHEET A-622 FOR WAINSCOT DETAILS. A.2 GC TO PROVIDE BLOCKING FOR ALL WALL SHELVING AND EQUIPMENT. REFER TO K SHEETS FOR LOCATIONS. REFER TO A4/A-622 FOR DETAIL. A.3. PROVIDE 5" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN DINING ROOM AND VESTIBULE. A.4 PROVIDE 12" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN KITCHEN. A.5 PROVIDE CEMENTITIOUS BOARD SUBSTRATE FOR THE FULL HEIGHT OF TILE AT ALL WALLS WITH WALL TILE. A.6 AT WAINSCOT LOCATIONS, PROVIDE 5" HIGH CEMENTITIOUS BOARD BEHIND TILE BASE, THEN PLYWOOD SUBSTRATE TO TOP OF WAINSCOT, THEN GYPSUM BOARD TO CEILING. A.7 BRAND ICON DIRECTION: WHEN ENTERING THE STORE FROM THE MAIN ENTRY, THE BEAK SHOULD POINT TO THE RIGHT. A.8 REFER TO FRN SHEETS FOR SIGNAGE LOCATIONS. REFER TO C2/A-621 FOR DETAIL. A.9 REFER TO E2/A-621 FOR CORNER GUARD DETAIL, REFER TO PLANS AND ELEVATIONS FOR LOCATIONS. 1/2" = V-0" / 1 \ CEILING 10'-2" DCK OUT ED) —M mololl ;�! ! ! //1;��.���/�%irrr�irr�r►r�rl►�,r�r��rr��r�►r�rr�f � J�f'� ! i 1 £tJIr ,�' _ •GAI 2 INTERIOR ELEVATION - KITCHEN OVERLAP SINK BACKSPLASH, 1 INTERIOR ELEVATION - KITCHEN REF D3-A621 E j`j 19 CD CD FBI C B A Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 29A CCR ARCHITECTURE & INTERIORS rer Ir. ter... w.ew+�ar.Iv.a .4:ss"4w 1owft a \.gar w w aa. ao.aayla.I s�ro.w vaarwrr. �oria�r+Nw+b..rddw aynrewaua10 '11 an warweap.. '' Digitally signed by Timothy Burnett DN: c=US o=Unaffiliated, - ou=A01410C000001725CED6260 00018011, cn=Timothy Burnett Date: 2020.11.25 15:31:06-06'00' FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT# 17013 PRINTED FOR PERMIT DATE 07/29/2020 H DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET INTERIOR ELEVATIONS a. SHEET NUMBER A=604 4 I 3 1 2 1 1 4 3 2 1 E a C A 4 4 INTERIOR ELEVATION - DINING 1 1 1/2" = 1'-0" 8 INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" CEILING 10'-2" CEILING 10'-2" !`CII IAIf` ln'-A" rFll IN(-- ln'-A" 1 o INTERIOR ELEVATION - DINING 1/2" = 1'-0" 7 INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" CEILING 10'-2" CEILING 10'-2" CFII ING 10'-2" r+ INTERIOR ELEVATION - SERVICE V 1/2" = 1'-0" INTERIOR ELEVATION GENERAL NOTES A.1 REFER TO SHEET A-622 FOR WAINSCOT DETAILS. A.2 GC TO PROVIDE BLOCKING FOR ALL WALL SHELVING AND EQUIPMENT. REFER TO K SHEETS FOR LOCATIONS. REFER TO A4/A-622 FOR DETAIL. A.3. PROVIDE 5" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN DINING ROOM AND VESTIBULE. A.4 PROVIDE 12" HIGH CEMENTITIOUS BOARD SUBSTRATE AT BASE OF ALL WALLS IN KITCHEN. A.5 PROVIDE CEMENTITIOUS BOARD SUBSTRATE FOR THE FULL HEIGHT OF TILE AT ALL WALLS WITH WALL TILE. A.6 AT WAINSCOT LOCATIONS, PROVIDE 5" HIGH CEMENTITIOUS BOARD BEHIND TILE BASE, THEN PLYWOOD SUBSTRATE TO TOP OF WAINSCOT, THEN GYPSUM BOARD TO CEILING. A.7 BRAND ICON DIRECTION: WHEN ENTERING THE STORE FROM THE MAIN ENTRY, THE BEAK SHOULD POINT TO THE RIGHT. A.8 REFER TO FRN SHEETS FOR SIGNAGE LOCATIONS. REFER TO C2/A-621 FOR DETAIL. A.9 REFER TO E2/A-621 FOR CORNER GUARD DETAIL, REFER TO PLANS AND ELEVATIONS FOR LOCATIONS. n INTERIOR ELEVATION - DINING V N.T.S. c INTERIOR ELEVATION - SERVICE v 1/2" = 1'-0" CEILING 10'-2" CFII ING 1n'-2" r1i=11 wrr in,_I" E )Q'J a9 C D 9, A�::)' o A C A Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 21A 1Mr Iwm hiwbM wmwr< -hop wd owww'14 aMs swung dw rwwHlsig DIpWI Slpu — FSR#04040 BUILDING TYPE / SIZE: P13 LC RELEASE: V2_20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT# 17013 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. Ill SHEET INTERIOR ELEVATIONS 0. SHEET NUMBER A=605 4 4 INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" 3INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" 3 2 INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" 2 1 INTERIOR ELEVATION - SERVICE 1/2" = 1'-0" 1 4 3 2 1 DOOR HARDWARE SCHEDULE DOOR SCHEDULE YKK KAWNEER DOOR FRAME SUPPLIER QTY. ITEM MANUFACTURER MODEL NUMBER IMANUFACTURERI MODEL NUMBER DOOR SIZE ___dDOOR SET#01 - ENTRY (PAIR) NUMBER DESCRIPTION HEIGHT WIDTH THICK TYPE MATERIAL FINISH HARDWARE MATERIAL FINISH REMARKS YKK OR KAWNEER 2 PANIC PULL YKK H1541 KAWNEER 137730 YKK OR KAWNEER 1 SET EXIT DEVICE YKK P52497 DOM/FALCON 1690 31 RESTROOM 6'-8" 3'-0" 1 5/8" 1 S.C. WOOD PL-40 SET #18 HOLLOW METAL PT-35 UREA FREE. ADJUST THICKNESS TO ACCEPT LAMINATE. YKK OR KAWNEER 1 RIM CYLINDER SARGENT P42741 SARGENT #63-41-101 51 DRIVE THRU 7'-0" 3'-1" 1 3/4" 6 ALUMINUM W FROSTED GLASS DARK BRONZE SET #21 ALUMINUM DARK BRONZE ADJUST CLOSER TO OPEN 95 DEGREES, MAX. REFER TO EXTERIOR ELEVATIONS FOR HEAD/JAMB DETAILS YKK OR KAWNEER 2 CLOSER YKK H6104 LCN 4041 SMC 52 RESTROOM 6'-8" X-0" 1 5/8" 1 S.C. WOOD PL-40 SET #18 HOLLOW METAL PT-35 UREA FREE. ADJUST THICKNESS TO ACCEPT LAMINATE. YKK OR KAWNEER 2 CONTINUOUS HINGE YKK H20100 HAGER 050820-40 54 CLOSET 6'-8" 3'-0" 1 5/8" 1 S.C. WOOD PL-40 SET #17 HOLLOW METAL PT-35 UREA FREE. ADJUST THICKNESS TO ACCEPT LAMINATE. YKK OR KAWNEER 1 THRESHOLD YKK E90449 KAWNEER 037869 65 OFFICE 6-8" T-0" 1 3/4" 2 INSULATED METAL PT-35 SET #09 HOLLOW METAL PT-17 PROVIDE KICK PLATE ON KITCHEN SIDE. PROVIDE HOLD -OPEN ON CLOSER. PROVIDE KEYPAD. YKK OR KAWNEER 2 DOOR SWEEP YKK H7107 KAWNEER 200798 67 DINING EXIT T-0" 3'-0" 1 3/4" 6 ALUMINUM W GLASS DARK BRONZE SET #03 ALUMINUM DARK BRONZE ADJUST CLOSER TO OPEN 95 DEGREES, MAX. REFER TO EXTERIOR ELEVATIONS FOR HEAD/JAMB DETAILS SET #02 - VESTIBULE (SINGLE) E YKK OR KAWNEER 1 PUSH / PULL YKK H1141 KAWNEER 137703 YKK OR KAWNEER 1 DOOR CLOSER LCN CLOSERS H6104 LCN CLOSERS #4041 YKK OR KAWNEER 1 SET O/S PIVOTS YKK #H21011H/H2102LH KAWNEER 050322, 050326 (RF YKK OR KAWNEER 1 FLOOR STOP ROCKWOOD P71203626 ROCKWOOD 483X-US32D SET #03 - DINING ENTRY (SINGLE) YKK OR KAWNEER 1 PULL YKK H1541 KAWNEER 137730 YKK OR KAWNEER 1 EXIT DEVICE YKK P54453 DOM/FALCON 1790 YKK OR KAWNEER 1 DOOR CLOSER LCN CLOSERS H6104 LCN CLOSERS #4041 YKK OR KAWNEER 1 CONTINUOUS HINGE YKK H20100 HAGER 050820-40 YKK OR KAWNEER 1 THRESHOLD YKK E90449 KAWNEER 037862 YKK OR KAWNEER 1 RIM CYLINDER SARGENT P42741 SARGENT #63-34 YKK OR KAWNEER 1 DOOR SWEEP YKK H7107 KAWNEER 200795 YKK OR KAWNEER 1 FLOOR STOP ROCKWOOD P71203626 ROCKWOOD 483X-US32D SET #04 - PLAYROOM YKK OR KAWNEER 1 DOOR CLOSER LCN CLOSERS 4040 LCN CLOSERS 4040 YKK OR KAWNEER 1 TOE GUARD NATIONAL GUARD 14RDKB -1 3/4 NATIONAL GUARD 14RKB X 36" YKK OR KAWNEER 1 DOOR PUSH ROCKWOOD TBF159 BURNS 422 YKK OR KAWNEER 1 DOOR PULL ROCKWOOD T118BTB BURNS 39SP YKK OR KAWNEER 1 FINGER GUARD DORMAKABA H7104 KAWNEER 038365 YKK OR KAWNEER 1 HINGE HAGER 780-113HD SELECT SL71 SET #05 - DINING EXIT -ONLY (SINGLE) YKK OR KAWNEER 1 EXIT DEVICE YKK P54453 DOWFALCON 1790 YKK OR KAWNEER 1 DOOR CLOSER LCN CLOSERS H6104 LCN CLOSERS #4041 YKK OR KAWNEER 1 CONTINUOUS HINGE YKK H20100 HAGER 050820-40 D YKK OR KAWNEER 1 THRESHOLD YKK E90449 KAWNEER 037862 YKK OR KAWNEER 1 RIM CYLINDER SARGENT P42741 SARGENT #63-34 YKK OR KAWNEER 1 DOOR SWEEP YKK H7107 KAWNEER 200795 YKK OR KAWNEER 1 FLOOR STOP ROCKWOOD P71203626 ROCKWOOD 483X-US32D SET #06 -VESTIBULE (PAIR) YKK OR KAWNEER 2 DOOR PUSH / PULL YKK H1141 KAWNEER 137703 YKK OR KAWNEER 2 DOOR CLOSER LCN CLOSERS H6104 LCN CLOSERS #4041 YKK OR KAWNEER 2 SETS O/S PIVOTS YKK H2101 RH/ H2102LH KAWNEER 050322, 050323, 035506 YKK OR KAWNEER 2 FLOOR STOP ROCKWOOD P71203626 ROCKWOOD 483X-US32D SET #08 - MULTIPURPOSE LOCKNET OR DH PACE 3 STANDARD HINGE MCKINNEY TA2314 4-1/2" X 4-1/2" (NRP) US32D LOCKNET OR DH PACE 1 KEYPAD CYLINDRICAL LOCK SARGENT 21 28-KP10G77 LL US26D MK LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT 351 CPSH EN LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 36"h X 34"w US32D 4BE LOCKNET OR DH PACE 1 WALL DOOR STOP ROCKWOOD 403 US26D LOCKNET OR DH PACE 1 WEATHER STRIPPING PEMKO S88 D17 SET #09 - OFFICE LOCKNET OR DH PACE 3 STANDARD HINGE MCKINNEY TA2714 4-1/2" X 4-1/2" (NRP) X US26D LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT 351 CPSH EN LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 36"h X 34"w US32D 4BE LOCKNET OR DH PACE 3 SILENCER ROCKWOOD 608 LOCKNET OR DH PACE 1 WALL DOOR STOP ROCKWOOD 403 US26D LOCKNET OR DH PACE KEYPAD CYLINDRICAL LOCK SARGENT 21 28-KP10G77 LL US26D MK SET #11 - KITCHEN ELIASON 2 DOOR PULL HAGER COMPANIES 6" ALLUM (US32D) MODEL 3E SET #13 - EXTERIOR STORAGE LOCKNET OR DH PACE 1 PIANO HINGE PEMKO CMF83 HD X ALUM.X TEK LOCKNET OR DH PACE 1 LOCKSET SARGENT 28-1160-10G04 LL US26D MK LOCKNET OR DH PACE 1 LOCK GUARD ROCKWOOD 321 X US32D LOCKNET OR DH PACE 1 THRESHOLD PEMKO 171A C LOCKNET OR DH PACE 1 DOOR SWEEP PEMKO 315CN (TKSP8) LOCKNET OR DH PACE 1 SET WEATHER STRIPPING PEMKO 303AS (TKSP8) LOCKNET OR DH PACE 1 DRIP TOP SWEEP PEMKO 346C (TKSP8) LOCKNET OR DH PACE 3 DOOR SILENCER ROCKWOOD 608 LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT 351 CPSH EN LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 36"h X 34"w US32D 4BE or K1050 36"h X 38"w US32D 4BE SET #17 - CLOSET LOCKNET OR DH PACE 3 STANDARD HINGE MCKINNEY TA2714 4-1/2" X 4-1/2" (NRP) X US26D LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT 351 CPSH EN LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 8"h X 36"w US32D 4BE LOCKNET OR DH PACE 3 SILENCER ROCKWOOD 608 LOCKNET OR DH PACE 1 WALL DOOR STOP ROCKWOOD 403 US26D LOCKNET OR DH PACE 1 LOCKNET SARGENT 28 60-10G05 LL X US26D SET #18 - RESTROOM (MULTI -OCCUPANT) LOCKNET OR DH PACE 3 STANDARD HINGE MCKINNEY TA2714 4-1/2" X 4-1/2" (NRP) X US26D LOCKNET OR DH PACE 1 PUSH PLATE ROCKWOOD 70E US32DMS LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT (Inswing: 351 H)(Outswing: 351 CPSH) LOCKNET OR DH PACE 3 SILENCERS ROCKWOOD 608 B LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 8"h X 36"w US32D 4BE - PUSH SIDE LOCKNET OR DH PACE 1 WALL STOP ROCKWOOD 403 US26D LOCKNET OR DH PACE 1 TRIMCO PULL BAR (IF DOOR SWINGS INSIDE RR) TRIMCO PART 1135 BRUSHED STAINLESS LOCKNET OR DH PACE 1 PULL PLATE (IF DOOR SWINGS OUTSIDE RR) ROCKWOOD BF110 X 70C US32DMS TYPE 1 SET #20 - RESTROOM (SINGLE -OCCUPANT) LOCKNET OR DH PACE 3 STANDARD HINGE MCKINNEY TA2714 4-1/2" X 4-112" (NRP) X US26D LOCKNET OR DH PACE 1 DOOR CLOSER SARGENT (Inswing: 351 H)(Outswing: 351 CPSH) - LOCKNET OR DH PACE 3 DOOR SILENCER ROCKWOOD 608 LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 8"h X 36"w US32D 4BE - PUSH SIDE I ' LOCKNET OR DH PACE 1 WALL STOP ROCKWOOD 403 US26D LOCKNET OR DH PACE 1 LOCKSET DORMA M9048 LRB PRIVACY X WITH DUAL INDICATORS 626 SET #21 - ENTRY (KEYCARD) YKK OR KAWNEER 1 PULL YKK H1541 KAWNEER 137730 YKK OR KAWNEER 1 EXIT DEVICE YKK P54453 DOM/FALCON 1790 �I YKK OR KAWNEER 1 DOOR CLOSER LCN CLOSERS H6104 LCN CLOSERS #4041 YKK OR KAWNEER 1 CONTINUOUS HINGE YKK H20100 HAGER 050820-40 YKK OR KAWNEER 1 THRESHOLD YKK E90449 KAWNEER 037862 ( YKK OR KAWNEER 1 RIM CYLINDER SARGENT P42741 SARGENT #63-34 YKK OR KAWNEER 1 DOOR SWEEP YKK H7107 KAWNEER 200795 YKK OR KAWNEER 1 FLOOR STOP ROCKWOOD P71203626 ROCKWOOD 483X-US32D ! LU I YKK OR KAWNEER 1 ELECTRIC STRIKE HES 9400 HES 7089 SET #22 - EXTERIOR STORAGE (FLORIDA) LOCKNET OR DH PACE 1 PIANO HINGE MCKINNEY MCK-12HD 83" CLEAR FMK-CL LOCKNET OR DH PACE 1 LOCKNET SARGENT 60-LB-8251-LL-US26D STORM MORTISE LOCK W/ DBOLT LL < LOCKNET OR DH PACE 1 LOCK GUARD ROCKWOOD 321 X US32D LOCKNET OR DH PACE 1 THRESHOLD PEMKO 2005AT 40" THRESHOLD z LOCKNET OR DH PACE 1 DOOR SWEEP PEMKO 315 CN 40" NEOPRENE LOCKNET OR DH PACE 1 SET WEATHER STRIPPING PEMKO 303AS-42" X 84" ,. LOCKNET OR DH PACE 1 DRIP TOP SWEEP PEMKO 40" (346C40) LU = A = 0y'�^; 0 ,. LL Lo LL � T- LOCKNET OR DH PACE 1 CLOSER SARGENT 351 CPSH EN LOCKNET OR DH PACE 1 KICK PLATE ROCKWOOD K1050 36"h X 34"w US32D 4BE LOCKNET OR DH PACE 1 LOUVER PEMKO LV-WSG 12" X 12" WINDSTORM RATED 68 SERVICE 6'-8" 4'-0" 0" 7 FL -A HOLLOW METAL PT-35 74 ENTRY (PAIR) T-0" 6'-1" 1 3/4" 6 ALUMINUM W GLASS DARK BRONZE SET #01 ALUMINUM DARK BRONZE ADJUST CLOSER TO OPEN 95 DEGREES, MAX. REFER TO EXTERIOR ELEVATIONS FOR HEAD/JAMB DETAILS 75 MOBILE ENTRY T-O" T-0" 1 3/4" 6 ALUMINUM W GLASS DARK BRONZE SET #03 ALUMINUM DARK BRONZE ADJUST CLOSER TO OPEN 95 DEGREES, MAX. REFER TO EXTERIOR ELEVATIONS FOR HEAD/JAMB DETAILS 77 Automatic Sliding Door System T-8 1/4" 7'-0 1/2" 96 MOBILE ENTRY 0" 0" 1 3/4" 6 ALUMINUM W GLASS 109 LOADING T-0" 4'-0" 1 3/4" 3 SEE ZIGMAN PRODUCTS PACKAGE SEE ZIGMAN PRODUCTS PACKAGE (none) SEE ZIGMAN PRODUCTS PACKAGE PT-113 CONTACT ZIGMAN PRODUCTS CO FOR COMPLETE FRP DOOR ASSEMBLY PACKAGE. (888)-584-1303. PANIC HARDWARE ON INSIDE AND KEY ACCESS ON OUTSIDE. PROVIDE 34" x 44" KICK PLATE ON KITCHEN SIDE. PROVIDE 34" x 46" KICK PLATE ON SERVICE YARD SIDE. PROVIDE ELECTRONIC STRIKE. SIMILAR THRESHOLD AS STOREFRONT DOORS. 111 RESTROOM VESTIBULE 6'-8" T-O" 1 3/4" 1 S.C. WOOD PL-40 SET #08 HOLLOW METAL PT-17 UREA FREE. ADJUST THICKNESS TO ACCEPT LAMINATE. 115 VESTIBULE T-0" 3'-0" 1 3/4" 6 ALUMINUM W GLASS DARK BRONZE SET #02 ALUMINUM DARK BRONZE NO LOCKING DEVICE. ADJUST CLOSER TO OPEN 95 DEGREES, MAX 118 VESTIBULE 7'-0" 3'-0" 11 3/4" 6 ALUMINUM W GLASS DARK BRONZE SET #02 ALUMINUM DARK BRONZE NO LOCKING DEVICE. ADJUST CLOSER TO OPEN 95 DEGREES, MAX. FLORIDA STOREFRONT DOOR HARDWARE NOTES 1. GC IS REQUIRED TO SEND ENGINEER SIGNED AND SEALED STOREFRONT SUBMITTAL FOR ARCHITECTS REVIEW AS NOTED IN THE SUBMITTAL SCHEDULE ON 'G' SHEET. THIS SUBMITTAL SHALL INCLUDE STOREFRONT DOOR HARDWARE. 2. AT PROTOTYPICAL CFA STOREFRONT DOOR HARDWARE MARKED WITH 'X' ON THIS SHEET, GC SHALL SUBSTITUTE HARDWARE COMPLIANT WITH FLORIDA BUILDING CODE AND WITH FLORIDA PRODUCT APPROVAL OR NOAs AS NOTED IN FLORIDA APPROVAL MATRIX ON 'G' SHEET. 3. HARDWARE REQUIRED ON STOREFRONT DOORS VARIES ACCORDING TO PRESSURES. HARDWARE SHALL BE AS SIMILAR AS POSSIBLE TO STOREFRONT HARDWARE MARKED WITH 'X' ON THIS SHEET WHILE STILL MEETING REQUIREMENTS OF FLORIDA PRODUCT APPROVAL OR NOA SHOWN ON 'G' SHEET. 4. WATER INFILTRATION HARDWARE IS REQUIRED AT STOREFRONT DOORS IN HVHZs. ONLY YKK THRESHOLD RAMPS ARE ALLOWED AT THESE LOCATIONS, THEREFORE ONLY YKK STOREFRONT WILL BE ALLOWED IN HVHZs. FLORIDA DOOR HARDWARE SCHEDULE - NON HVHZ SUPPLIER QTY ITEM MANUFACTURER MODEL NUMBER SET #FL -A ZIGMAN SALES & INSTALLATIONS (ZSI) 1 CONTINUOUS HINGE SELECT PRODUCTS SL-11 HD 1 EXIT DEVICE VON DUPRIN 9975 MORTISE 2 SURFACE BOLTS IVES SB360 STORM BOLTS 1 RECESSED PULL SPECIAL LITE SL-86 1 RIM CYLINDER SARGENT 112 32D 1 DOOR CLOSER SARGENT 351-TB-CPSH 1 DOOR STOP ROCKWOOD 465.26D HOCKEY PUCK 1 KICKPLATE SPECIAL-LITE 46" X 34" STAINLESS STEEL 1 THRESHOLD ZERO INTL 561 1 DOOR SWEEP SPECIAL-LITE 20ON X 48" 1 DOOR FRAME SPECIAL-LITE 2X6 ALUMINUM 1 LITE KIT SPECIAL-LITE 10x20" 6/16" THICK STORM GLASS 1 ELECTRONIC STRIKE HES/ ASSA ABLOY HES1006CS TYPE 1 DOOR TYPES N.T.S. PROVIDE 4" HEAD WHERE CALLED FOR IN SCHEDULE KICKPLATE CENTERED ON DOOR (REF HARDWARE SCHED FOR SIZE) D4 -621 / D4 o Cn _ GI KICKPLATE Q CENTERED ON a DOOR (REF HARDWARE v a SCHED FOR SIZE) TYPE 2 FO 1 n" FO TYPE 3 ONE WAY GLASS ON INTERIOR SIDE EXIT DEVICE ON INTERIOR SIDE KICKPLATE CENTERED ON DOOR, BOTH SIDES (REF DOOR SCHEDULE FOR SIZE) TYPE 4 PLEXIGLASS VIEW PANEL o) 0 TYPE 5 PROVIDE 4" HEAD WHERE CALLED FOR IN SCHEDULE FRAME SHALL SPACE WELDED SLIP OVER TO FRAME DRYWALL C l, (V N NAILING FLANGE VARIES VARIES 5 - 3/8" WELDED TO FRAME INTERIOR DOOR FRAME CASES OPENING REAR DOOR OF KITCHEN CV ems— (V � N 014 CV 5 - 3/4" VARIES 6 - 3/4" EXTERIOR REFUSE EXTERIOR DOOR FRAME DOOR FRAME AT ENCLOSURE SERVICE YARD DOOR FRAME (HEAD) 2 HOLLOW METAL FRAME PROFILES 1 1/2" = 1'-0" NOTES 1. ALL CONSTRUCTION AND FINAL CORES ARE TO BE ORDERED BY G.C. FROM THE DOOR/HARDWARE PROVIDER AS INDICATED IN THE NATIONAL ACCOUNTS SHEET. 2. ALL DOOR AND HARDWARE PURCHASED BY G.C. THROUGH SUPPLIERS AS INDICATED ABOVE. 3. CLOSERS TO BE ADJUSTED TO COMPLY WITH ADA OPERATING FORCE REQUIREMENTS OF 5 LBS MAX FOR ALL ADA & ANSI HINGED DOORS, INTERIOR DOORS HINGED WITH CLOSER. ENSURE DOOR TAKES 5 SECONDS MIN TO GO FROM 90 DEGREES TO 12 DEGREES FROM LATCH. 4. 'NOT USED' 5. 'NOT USED' 6. FOR WEATHERSTRIPPING, DRIP CAP, AND THRESHOLD SPECS NOTED ABOVE COORDINATE EXACT MODEL NUMBER WITH SIZE OF OPENING. 7. DRIP CAP REQUIRED AT ALL EXTERIOR DOORS, EXCLUDING ELECTRICAL ROOM, U.N.O. 8. NO SILENCERS REQUIRED AT EXTERIOR TRASH STORAGE ROOM DOOR. TYP PLAY TYP PLAY 11 PLAY 0 TYPE 6 TYP PLAY TYPE 7 A,, DOOR FRAME ONLY DUTCH STYLE HALF PANELS TYPE 8 E o D o° o CD CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 I7 C B 7 CCR ARCHITECTURE & INTERIORS na.r.afi..q� .rwwtXi�raa—e-m. rWo� RYihd A-r-.ol e..arnr.d+itrr,.rr ow Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01410C000001725CED62600 0018011, cn=Timothy Burnett Date: 2020.11.25 15:31:46-06'00' Q LL ILUJ m V� J= =a o= a V LU 0) tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2 20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 FOR BID CONSULTANT PROJECT# 17013 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY Author Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without e)ress written or verbal consent from authored project representatNes. W SHEET DOOR, FRAME, AND a GLAZING SCHEDULES SHEET NUMBER A=801 4 1 3 1 2 1 Uj D- T- CL Iii C) I 0 t C) i LL I rtz L i N i MD .. 2 co I L0 LO CN X-- oqqD 00 ° 000°0C:)� Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Villett Bering n'panv Consulting Structural En veers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John M. Willett, P.E. on 11/2512020 using a digital Sigflature `�N „M.rrWii'�.. iC40IR . * 146 ��P Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by John M Willett Date: 2020.11.25 18:46:24-05'00 FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 220207 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET FOUNDATION PLAN SHEET NUMBER S=201 I 1 CL Lid N rD i cy � CL I LL 1 �I I I L 0 0 Ln C\1 V- 7- z 0 UJ LIJ L) U? 4 3 2 1 A B C F E E 1 130'-2" 1 EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP TO EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP 8'-0" 11'-10" 110'-4" 1 I - - I - - - - - - - - - - - - - - - - - - 1 " BRICK LEDGE TYPICAL 1 AROUND PERIMETER 1 M C.J. — — — — 2 _ I — N a 1 � 1 ci ci U 80 cU U cU ci ci I „ U W w o C.J. C.J. C.J. C.J. C.J. J N I C.J. C.J. C.J. C.J. C.J. W 4 U U J 10 o I Z CONTROL JOINTS O W 6" ^' CONSTRUCTION 04 1 JOINTS SEE Al / S- LL U- ' m p ci ci ci U , Z D .. ; p 14'-8 3/4" 6-8 3/4" I ILL U- wC.J. C.J. C.J. C.J. 0 O 10 x C.J.LL I U W Q 3 _ 0 w NOTES: U C.J. C.J. C.J. C.J. C.J. O 1. REFER TO S-201 FOR STRUCTURAL w � CONCRETE REINFORCING AND X W DETAILING INFORMATION 4" CONC. UPPER SLAB OVER 4" - W W ao 2. SEE PLUMBING PLANS FOR FLOOR LAYER OF INSULATION OVER 4" o U U -' ci U I DRAINS. 0 CONC. LOWER SLAB - SEE S-201 a U CP 3. SPRAY BUILDING WITH TERMITE FOR ADDITIONAL INFORMATION P OR TO T 00 CDT1171HN I S N O Y1J B E U U I- U 0 o Z 2/S-211 4. PROVIDE BLOCK OUTS @ STEEL ao co W Y COLUMNS TYP U LL LL w C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. z %C.J. U U- Z4 M Q a' O O N 1 LL LL W X11'-10" 15'-1 1/2" 13'-8 7/8" 10'-4 1/8" 11'-10 1/2" 12'-6 1/4" 11'-8 5/8" 13'-6 5/8" 16-5 1/2" I W (V 0 0 00 00 ti W n I� x W I U U U U Z-) U U U U i U I C I I I C 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 _ g1- - - - - - - -N -6.. - --- - - - - - - - g — — — — — — — CD 34'-111/2" 25'-6" 48'-3" 16-51/2" 1 5'-0" 1 11 125'-2" I A 1 D EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP TO EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP 100 1 I E F 1 1 LAB & BRICK LEDGE LAYOUT PLAN /4" = 1'-0" B B NATIONAL ACCOUNT TO PRE -TREAT SLABS: SEE CIVIL FOR CONTACT INFORMATION PROCEDURE: 1. GENERAL CONTRACTOR SHALL CONTACT ACCOUNT REPRESENTATIVE 48-72 HOURS BEFORE THE SLAB IS TO BE PLACED. 2. PROVIDE THE PROJECT ADDRESS, CFA STORE NUMBER, SQUARE FOOTAGE OF AREA TO BE TREATED AND BILLING ADDRESS OF THE GENERAL CONTRACTOR. 3. AFTER FINAL GRADING WORK HAS BEEN COMPLETED, CONTACT THE ACCOUNT REPRESENTATIVE AND AUTHORIZED VENDOR WILL TREAT THE PERIMETER OF THE BUILDING PRIOR TO PLACEMENT OF SIDEWALKS 1 TERMITE TREATMENT .T.S. A A 4 3 2 1 0 00 0o� oooCD °o A'n' Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 11pany Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John M. Willett, P.E. on 11/25n2o using a digital signature. ������„ 1111,kA ., * No. * 148 s a OF _ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by John M Willett Date: 2020.11.25 18:46:03-05'00' FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DE, 1 11/25/2020 For Bid CONSULTANT PROJECT # 220207 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET SLAB AND BRICK LEDGE a LAYOUT PLAN SHEET NUMBER S=211 4 1 2 1 E 8'4" I 11'-10" 4'-0" MIN ROOF END ZONE v MAINTAIN 24" O.C. Al SIMPSON HUCQ610-SDS & 9%y MAX TRU S SPAC NG S-403 C2 (2) CS14 COILED STRAPS (SIDE -BY -SIDE) x 17-6" LONG w/ S-403 (3) 2x12 (13) 10D NAILS EACH END OF EA BLKG ON FACE OF 4x 1 - 115'-2 1/8" - ( BEAM = T - 8 1/4") BLOCKIN - LAP 1'-6" N SIDE OF ALL LED R - SEE T/JOIST /S 1 A S-403 S-40 T/JOIST 4x BLKG FOR STRAPPING t i HO D C < 5 2 X8 : . BLOCKING A4 P ` 2X12 S-403 BILKING Q4 42'-6 7/8" CONDENSERS (2)SIMPSON MST60 STRAP TIES FROM 340# EA SIDE OF LVL DRAG STRUT TO FACE OF 2x 2x8 LEDGER - CENTER STRAPS ON SHEAR 00; BILKING D WALL END POST AND PROVIDE (34)16d i TYP 7 NAILS EA. END OF STRAP �; EF # 2 EF # 1 SEE ROOF FRAMING NOTE #17 ++1 510# 510# 4'-0" MIN OD 3 ROOF END ZONE MAINTAIN 24" O.C. 2X12 MAX TRUSS SPACING BLKING I 3 T5JOIS 1 •. - ' � 1 - '-• TYP FACE OF LVL DRAG STRUT TO -C4 -J.. ALIGN W/ FACE OF 2X LEDGER - - - 3.1 5-402 SIMPSON - 2X BLKG w/ SIMPSON LSTA21 STRAP ECCQ7.1-6SDS2.5 . = TIE CENTERED OVER LVL & NAILED COLUMN CAP 15'-10" = • ' TO LEDGER W/ (8) 10D NAILS EA. END 01 0o WIDTH OF ROOF SHEATHING TO BE ATTACHED o � TO FRAMING w/ 10d NAILS 4" O.C. @ BOUNDARY, X II .6" O.C. @ SUPPORTED EDGES, AND 10d @ 12" ' - . A3 v� -O.C. FIELD NAILING - DIAPHRAGM IS BLOCKED . ' (SEE HATCHED AREA) 2x12 A4 ' : BILKING W 1' W W- ,.fn W; J _'; TYP S-402 a� .. a� . au = Q 0-0), �• 0� '0�' O� a O� 73 W m < W m .W0 Cl m � W m w ' S-403 tY w w w a w J a w a AC #2 N N N N,- X . 0 0) X 11 X r_ t 34'-2 1 /4" N - GC NOTE: GENERAL CONTRACTOR SHALL CONTACT ROOF FRAMING PROVIDER, PER CONTACT REPRESENTATIVE ON SHEET G-004, TO PERFORM A COURTESY INSPECTION OF ROOF FRAMING / TRUSS INSTALL. THIS DOES NOT CONSTITUTE A SUBSTITUTION FOR THE REQUIRED SPECIAL INSPECTIONS PER AHJ. C2 2 )CKIN CONDENSER 340# 63'-7 1 /4" BEA 1 0 � 0 HOOD #1 465# B3 v M S-401 r; fV B2 100# �w 2'-0 :2'-0" 2'-0"''1'-9318 2'-1", 1'-111/2" _3'-6"_ 2'-3" T-41/2" - T-15/8" 1'-7" I I C m ° CS14 COILED STRAP x 13'-6" SIMPSON 0° LONG w/ (13) 10D NAILS EACH HUCQ610- - SEE A3/S-401 FOR LVL ;n 1'-6" END OF EACH BLKG ON FLAT SDS & L50 BEARING CONDITION 1'-11 7/8 +I 2x BLOCKING - LAP V-6" ON T&B (3) 2x101. _ I (3) 2x10 (3) 2x10 WALL LEDGER (B/BEAM = 9' 8") (B/BEAM = 9'- 8) (B/BEAM = 9' - 8" - - - - - - - - - 5r6O (3) 2X10(3) 2x10 (B/BEAM = 9' -8") (B/BEAM = 9'- 8' 6- - C3 C4 - - C3 - C3 16'-0 3/4" N 4'-0" MIN S-402 S-402 S-402 S-40 T/JOIST IROOF END ZONE SIMPSON HUCQ610- (A 2x10 (A 2x10 2X6 @ 32" O.C. LADDER SDS & L50 T&B EA (B/BEAM = 9' - 8") (B/BEAM = 9' - 8") MAINTAIN 24" O.C. SIMPSON FRAMING WITH LB26 EA END TYP MAX TRUSS SPACING HUCQ610-SDS & END OF EA 2X TYP Cl A3 S-402 A3 TYP EA END FRAMING WHERE JOIST S-403 S�02 S-402 C.C. SPACING > 32" SIMPSON HUCQ610-SDS & 34'-11 1/2" L50 T&B EA END TYP CL B I i� T_ CL. LL1 N cal Nr U ...,a I rz U) 4 r$j � I,. 0 z i 753 A LL >� �-- I�:�- L 0 0 I I LI i v .� FRAMING PLAN 1 /4" = V-0" A7rc T/PARAPET=20'-41/2" (1) 2X6 STUD FULL HEIGHT & 2x6 STUD TO B/DECK @ 12" O.C. T/PARAPET=21'-8" (2) 2X6 STUDS FULL HEIGHT & 2x6 STUD TO B/DECK @ 12" O.C. T/PARAPET=20'-4 1/2" 1) 60OS200-54 METAL STUD FULL HEIGHT & (1) 60OS200-54 METAL STUD TO B/DECK @ 16" O.0 1 2 U- - - O co - (V N @� T/PARAPET=21'-8" w fn (1)600S200-54 METAL STUD a- o FULL HEIGHT @ 16" O.C. a � N 3 �t U O 04 I U a o Q T/PARAPET=21'-8" a coo (1) 2X6 STUDS FULL N HEIGHT @ 12" O.C.z 6 T/PARAPET=20'-4 1/2" T/PARAPET=21'-8" (1) 2X6 STUD FULL HEIGHT & (1) 2X6 STUD FULL HEIGHT & (1) 2X6 STUD TO B/DECK @ 12" O.C. (1) 2x6 STUD TO B/DECK @ 12" O.C. FURRED WALL= 2x6 @ 12" O.C. A D FRAMING PLAN L 3/32" T/PARAPET=20'-4 1/2" (1) 2X6 STUD FULL HEIGHT & (1) 2x6 STUD TO B/DECK @ 12" O.C. T/PARAPET=21'-0 1/2" T/PARAPET=21'-8" (1) 2X6 STUD FULL HEIGHT & (1) 2X6 STUD FULL 01 (1) 2x6 STUD TO B/DECK @ 12" O.C. HEIGHT & (1) 2x6 STUD TO B/DECK @ 12" O.C. 1 FURRED WALL= 2x6 @ 12" O.C. T/PARAPET=20'-4 1/2" (1) 2X6 STUD FULL HEIGHT & E (1) 2x6 STUD TO B/DECK @ 12" O.C. F 130'-2" .5 SEE A3/S-401 FOR LVL BEARING DETAIL TYPICAL ROOF SHEATHING (UNO) 5/8" THICK APA RATED EXP 1 PLYWOOD W/ 10D NAILS @ 6" OC BOUNDARY AND 6" OC SUPPORTED EDGES AND 10D @ 12" OC FIELD NAILING - C1 DIAPHRAGM IS UNBLOCKED EXCEPT @ END BAYS NOTED - SEE C4/S-401 FOR FURTHER DETAILS (3) 2x10 SIMPSON HUCQ610-SDS r(B/B EAM = 9' - 8") & L50 T&B EA END TYP J Val J•D 00 X J Cal �m 1 +,- - L- 1'-0 1 /4" CONDENSERS 340# EA 2X8 BLOCKING �P m NN > X II W 77 m I �x112 BLOCKING TYP 2x12 BLOCKING TYP I -2X6 @ 32" O.C. LADDER FRAMING WITH LB26 EA END OF EA 2X TYP FRAMING WHERE JOIST C.C. SPACING > 32" C3 S-40 SIMPSON HUCQ610-SDS (3) 2x10 & L50 T&B EA END TYP (B/BEAM = 9'- 8") I � ROOF HATCH iM SEE ARCH ifl 26" RED OPEN WEB TRUSSES @ 32' O.C. UNO J c+, 1'-0 3/4" °�,-° it o Z X W W m �m W .co 2'-8" 2'-8" 4'-3 1 /4" SEE A3/S-401 FOR LVL BEARING DETAIL (3) 2x10 I (3) 2x`1 (B/BEAM = 9' - 8") (B/BEAM = 9' - 8") (1 SIMPSONAIII SIMPSON Cl C4 C3 HUCQ610-SDS & C3 HUCQ610-SDS & C3 S-402 S-402 L50 T&B EA S-402L50 T&B EA S-4CEND TYPEND TYP 0-SDS & EXTEND POST TO L50 T&B EA END T/PARAPET - SEE E2/S-404 TYP 90'-2 1/2" 2 N U 1. AT ALL (3) 2x HEADERS ABOVE WINDOW AND DOOR OPENINGS w/ 1/2" PLYWOOD BETWEEN O EA. HEADER. ATTACH TOGETHER WITH GLUE AND SCREWS AT 6" O.C. T&B N 2. SEE DETAIL D3/S-302 FOR ROOF NAILING. N @ 3. SEE D4/S-401 FOR TYP. HANGER DETAILS. H 4. TRUSS AND JOIST MANUFACTURER SHALL DESIGN AND PROVIDE ALL JOIST BRACING a. ? (PERMANENT AND TEMPORARY) AND UPLIFT BRIDGING. 5. SPLICE LEDGERS PER DETAIL D4/S-302. a (0 6. OPEN WEB TRUSSES, WOOD I -JOISTS, PSL AND LVL BEAMS SHALL BE BY REDBUILT, LLC N 1-877-371-0445 - CONTACT: HENRY GRUESEN. CONTRACTOR TO FOLLOW ALL REDBUILT BRACING INSTALLATION DETAILS AND TO STAGE CONSTRUCTION MATERIALS PER REDBUILT SAFETY GUIDELINES. CONTACT REDBUILT FOR TRUSS INSPECTION PRIOR TO SHEATHING INSTALLATION. V 7. DIMENSIONS THIS SHEET ARE TO OUTSIDE FACE OF WOOD PARAPET STUD. 8. ROOF TOP UNIT DIMENSIONS ARE TO INSIDE FACE OF CURB/INSIDE FACE OF WOOD III: PARAPET STUD. ALL ROOF TOP DIMENSIONS ARE APPROXIMATE. THE UNITS AND CURBS MUST BE LOCATED TO ALLOW PENETRATIONS TO AVIOD CONFLICTS WITH FRAMING W @� MEMBERS. m 9. FOR ADDITIONAL NAILING REQUIREMENTS SEE SCHEDULE ON S-001. 10. ALL ANCHORS, CLIPS, STRAPS, ETC. WHICH ARE IN CONTACT WITH COPPER BASED a U) TREATED WOOD, SUCH AS ACQ, CBA OR SBX, AND ARE LESS THAN 3/8" THICK, SHALL BE H co SIMPSON ZMAX (G185), STAINLESS STEEL OR AN ENGINEERED APPROVED EQUAL. %N G 11. ALL FASTENERS WHICH ARE IN CONTACT WITH COPPER BASED TREATED WOOD, SUCH AS V ACQ, CBA OR SBX, AND ARE LESS THAN 3/8" DIAMETER, SHALL BE G185 (A HEAVY COATED GALVANIZED) STAINLESS OR AN ENGINEERED APPROVED EQUAL. 12. SIMPSON CONNECTORS APPLIED TO STEEL COLUMNS SHALL BE SHOP WELDED. 13. ALL WELDS SHALL BE SHOP WELDS WHERE POSSIBLE. FIELD WELDS ARE SUBJECT TO SPECIAL INSPECTIONS. 14. SEE S-001 FOR COMPONENTS AND CLADDING WIND LOADS FOR ROOF DESIGN. 15. AT ALL ROOF DUCTWORK PENETRATIONS, PROVIDE OPENING 4" LARGER THAN DUCT MINIMUM ROOF DECK OPENING AROUND DUCT DROPS TO ACCOMMODATE INSULATION. 16. TRUSS MANUFACTURER TO PROVIDE ADD'L METAL CROSS BRACING TO BOTTOM OF LVL (EACH SIDE) AT EACH LOCATION OF 2X4 FLAT BOTTOM CHORD NAILING. F 17. FILL GAP BETWEEN TWO COLUMNS W/ SOLID BLOCKING TOENAILED TOGETHER FOR FULL HEIGHT OF WALL. 3FRAMING NOTES N.T.S. 2x6 BLOCKING TYP IQ, v M (3) 2x10 :AM = 9' - 8") Z-SIMPSON HUCQ610-SDS & C3 L50 T&B EA S-4C END TYP (3) 2x10 =AM = 9' - 8") 46'-8 3/4" F C4 S-40 V-8 1 /4" 4'-0" MIN ROOF END ZONE MAINTAIN 24" O.C. M TRUSS SPACING i 15'-3" +(2 77 T/JOIST 1 -4 1 -4 2 -1 3/4 2 -6 _ 2 -0 1 -8 W W cn cmn C5 t14• S-40 2x8 BLOCKING IN LINE m " W W/LEDGER - SPAN X tl' Z N �; BETWEEN 2x8 LADDER _ W., W C;, Q FRAMING @ 4'-0" O.C. _O a vm _ . fn. ' � m a 10'-0„ _ WIDTH OF ROOF SHEATHING TO BE N- ATTACHED TO FRAMING w/ 10d ; NAILS 4" O.C. @ BOUNDARY, 6" O.C. 'SIMPSON A4 @ SUPPORTED EDGES, AND 10d @ • . - - �HUCQ610- - 12" O.C. FIELD NAILING - DIAPHRAGM SDS & L50 IS BLOCKED (SEE HATCHED AREA) T&B EA END TYP ; EXTEND LEDGER 10'-0" PAST GRID 4 1 �4. N S-, CIE - 15'-8 1 /2" 4 CS14 COILED STRAP x T-0" LONG W/ (13) T/JOIST 10D NAILS EA. END ON FLAT 4x BLKG - LAP V-6" i N WALL LEDGER I 4x6 FLAT BLKG BETWEEN TRUSSES AND BELOW STRAP w/ (2) SIMPSON A34 EA. A4 END - A GN WITH EDGER S-403 t 34'-7 1 /8" C4 0 M 5'-0" • x u - - - Q ch SIMPSON. m HUCQ610-SDS &', L50 T&B EA = " END TYP - - A4 -. . - • - S-403 � (3) 2x10 (B/BEAM = 9' - ") G T/JOIST V (3) 2x10 (B/BEAM = 9'- 8") C4 Cl SIMPSON S-40 S-403 C3 4'-0" MIN HUCQ610-SDS & S-403 ROOF END ZONE L50 T&B EA END TYP SIMPSON HUCQ610- MAINTAIN 24" O.C. EXTEND POST TO SDS & L50 T&B EA MAX TRUSS SPACING T/PARAPET - SEE E2/S-404 END TYP 5'-0" ROOF DESIGN CRITERIA DEAD LOADS: LIVE LOADS: = 20 PSF ROOFING = 5.0 PSF PLYWOOD = 2.0 PSF WIND LOADS: = SEE TRUSSES = 3.0 PSF S-001 COMPONENTS AND CEILING = 2.0 PSF CLADDING DIAGRAM INSULATION = 1.0 PSF EQUIPMENT LOAD MISC. = 1.0 PSF NOT INCLUDED SPRINKLERS = 3.0 PSF ADD 150# PER HANGER DEAD LOAD = 17.0 PSF LOCATION OF HUNG KITCHEN SHELVING. *ADD 6 PSF DL AT DINING ROOM FOR SUSPENDED SOFFIT. SEE ARCH DRAWINGS FOR SOFFIT LOCATION A ROOF DESIGN CRITERIA `"F N.T.S. L9 F E Dfa Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Willett f ;fie a ring m n Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electry John M. lly W signed and sealed by John M. t�llett, P.E. on 11/25/2020 using a digital Digitally signed signature-tic M by John M G No.34 �� Willett SWE of - �4OR\Op �''�"''<,,,,,►;,,, Date: .� 2020.11.25 Printed copies of this document are nd not �turemudered stbevned ei sealed y the signature must be verified on any 18:47:23-05'00' electronic copies. C Tom 0 M a � J� N UM - LLLO .J LL 0 = � z V °C 0 J 2 Z>= 0. a LU Wa B V N aN FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT # 220207 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. UJ SHEET ROOF FRAMING PLAN SHEET NUMBER S=231 4 3 2 1 4 I 3 2 E C (2) 1/2" DIA x 4" SIMPSON FJA EMBED EPDXY M ANCHORS r> STONE 5 1/2" 4:.VENEER OP SIMPSON LSTHD FACE OF STUD @ STUD PACKS = EDGE OF SLAB (OR SIMPSON FJA 1 ALTERNATE AS ALTERNATE) SEE PLAN FINISH FLOOR IIA SEE CIVIL : ' FINISH GRADE ' a -; - A. Vie, ; =`' - " - SEE D1/S301 ` d: ' e" (D2/S302 @ SIM) FOR INFO NOT ` al SHOWN 'd ` .�'a. _ 4 d• 4•P OPTIONAL 4" °' :- =;,� �•' •` . `•� '�' CONCRETE -: - • ; - ae MUD SLAB —�� --'--J 2'-0" 2'-6" @ SIM C4 SECTION aSTUD PACKS 3/4" = 1'-01, '""" ""' BLOCKING REQ'D @ EDGE NAILING ALL SHEATHING JOINTS AND AT 4'-0" l O.C. MAX VERTICAL J SPACING- SEE _J FRAMING SCHEDULE ;_ MIN. 8'-0" OR TO IL END OF SHEAR i1-1 �1 II 1 II Ld WALL / I II �1 11Ij� I PLYWOOD SHEATHING, ONE OR ° ii �1 •1 I II '" I BOTH SIDES (SEE PLAN) i I I• I I I "'I•I I I ILLI �i I 1•I 1.1 �I 1 l NAILS 112" o.c. IIN FIELD "1 I I I I' I 1 1.1 1 1• I I I I I I I I HOLDOWN 1:1 I I.I �1 11 I II I 1 ll CL I.1 I I: .I I I I 11 1 11 I •I •1 I II I I I I LI LL I• 1 .I I I II I I I I•�� I' I •I �' I II I l� 1 1 I I I• I I• �� II � 11 I II I Iry I • I . I I CONNECT STUD TO SILL ' PLATE PER NAILING SCHED. LIJ I I.I I - 1 I:I 1 11 1 1 I I• I I' I I I ANCHORS -SEE I I; I 1 1• I I• I D4/S302 w A P.T. SILL PLATE w/ EDGE I I I 11• I // NAILING (SEE PLAN) .I L II � I 1 •1 i� WHERE R.O. OCCURS WITHIN • SHEAR WALL, PROVIDE EDGE P NAILING TO JAMBS AND CMSTC 16 STRAP TO BLKG AT HDR & SILL ELEVATIONS AS SHOWN. PROVIDE 14 POST w/ EDGE BOTH SIDES OF WALL AT DOUBLE- ) NAILING (SEE SIDED SHEAR WALLS. PLAN 00 ATYP SHEARWALL 5 3/8" = 1'-0" FREEZER PANEL & DBL. 2X 1 1/2" O.F. FREEZER SLAB WALL- (TYP.) I THERMO-KOOL PERIMETER WALL - CONSTRUCTION SEE ARCH. (1) #4 CONT. I DBL. 2X10 PRESSURE TREATED SLEEPER COLD JOINT CONC. SLAB- REINF. W/ 6X6-W1.4XW1.4 WWF I CONC. SLAB ON GRADE- i t i INSULA N Y 0 R R 1 ) SEE PLAN 2) LAYERS OF 10-MIL V POR BARRIER (BY COOLER PROVIDER •< a Fo d 1�10 MIL VAPOR BARRIER (TYP.) (2) #4 CONT. NOTE: SEE FDN. PLAN FOR FREEZER SLAB INSTALLATION INSTRUCTIONS. D33/4" TYP RECESSED FREEZER SLAB DETAIL = 1'-0" NOTES: 1. PRIOR TO CONSTRUCTING WALL, REVIEW LATEST DIMENSIONED ARCHITECTURAL DRAWINGS AND NOTIFY ENGINEER OF ANY LOCATIONS WHERE MINIMUM SHEAR WALL LENGTHS WILL NOT BE MET. MINIMUM LENGTHS BASED ON OUT TO OUT FACE OF TIEDOWN POSTS. WHERE NO TIEDOWN OCCURS, DIMENSION BASED ON EDGE OF ROUGH OPENING OR END OF WALL. 2. INDICATED SHEATHING, WALL FRAMING, AND NAILING IN THIS SCHEDULE APPLY TO ALL STRUCTURAL WALLS AS DESIGNATED. 3. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED WITH 1/2" OFFSET BETWEEN ADJACENT FASTENERS IN A ROW. 4. 0148" 0 x 2-1/2" MIN LENGTH NAIL MAY BE USED IN LIEU OF 10d COMMON FOR ALL SHEATHING NAILING. NAILS MUST BE DRIVEN FLUSH WITHOUT OVER -DRIVING THROUGH SURFACE OF SHEATHING. 5. PROVIDE 1Od @ 12" O.C. FIELD NAILING AT WALL SHEATHING, TYP. 6. SEE PLANS FOR SHEARWALL TIEDOWN SIZE AND LOCATION. 7. PLACE SHEATHING ON SIDE OF WALL WHERE SYMBOL IS SHOWN ON PLAN. 8. FOR TYPICAL WALL FRAMING, SEE SHEET S-401. 9. WHERE WALL HEIGHT DICTATES HORIZONTAL SHEATHING JOINTS AT WALL, PROVIDE BLOCKING 10. SHEATHING THICKNESS IS NOMINAL, ACTUAL THICKNESS EQUIVALENTS ARE: 1/2"= 15/32"; 5/8"= 19/32"; 3/4"=23/32". 11. WALL SCHEDULE IS BASED ON DOUG FIR -LARCH OR SOUTHERN YELLOW PINE STUDS, SOLE PLATES AND PRESSURE TREATED SILL PLATES. ANY ALTERNATE SPECIES OR MATERIALS MUST BE APPROVED BY ENGINEER. 12. ANCHOR BOLTS SHALL BE 5/8" 0 (MIN.) AT 2x SILL PLATES & 7/8" 0 (MIN) AT 3x SILL PLATES. PROVIDE 1-1/2" MAX DIAMETER OVERSIZED HOLE IN SILL TO RECEIVE EACH ANCHOR U.O.N. 13. WALLS DESIGNATED ON THE PLANS FOR A SPECIFIC NAILING PATTERN MAY BE NAILED AT A CLOSER SPACING WITH DBL. 2x STUDS AT PLWD JOINTS AS NOTED. OTHER COMPONENTS OF WALL ASSEMBLY DO NOT HAVE TO BE INCREASED BEYOND THE REQUIREMENTS FOR THE WALL DESIGNATED ON THE PLANS. 14. NO HOLES OR PENETRATIONS ARE PERMITTED IN ANY SHEAR WALL SHEATHING. 15. NAILS INTO P.T. SILL PLATES AND OTHER P.T. LUMBER MUST BE H.D.G. 16. MIN. (4) SILL ANCHOR BOLTS PER SHEAR WALL 17. PROVIDE FULL 4' X 8' SHEETS OF SHEATHING EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING PANEL EDGE NAILING PER SCHEDULE - 1/8" MIN/ 3/8" MAX FROM PANEL EDGE NAIL PATTERNS PER FACE OF STUD TRU L S = EDGE OF SLAB ONE VE EER METAL STUD - SEE PLAN FOR SIZE & SPACING (2) #10 SCREWS FROM TRACK TO EA. STUD 600T125 54 / 2 HILT[ X U FASTENERS @ - w ( ) 16" O.C. (1" FASTENER LENGTH) U.N.O. ON SHEAR WALL SCHEDULE (2) #4 CONT SEE PLAN z a — , _ FINISH FLOOR - W O < ; SEE CIVIL v ovzQ FINISH GRADE Q 2 O -1 1 o 'z U #3 TIES @ z 00 z #3@36"O.C. d, 36" O.C. H TYP 3 -0' .'' �. ' `' PROVIDE (2) N z U o w e ADDITIONAL SETS OF #5 AT Q a Aa.:. - • INCREASED04 - •: _ : ' a FTG DEPTHS j ;d ` • (2) #5 CONT , ;• ' ;' ;• TOP & BOTTOM •4" OPTIONAL 4" CONC MUD SLAB NOTES: 2'4" 1. SEE A3/S-300 FOR SECTION @ SHEAR WALL HOLDOWN 1 ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED OR NATURALLY DURABLE NAIL PATTERNS PER STRUCTURAL NOTES � �F ACE OF STUD EDGE OF SLAB WOOD STUD- SEE PLAN FOR SIZE AND SPACING STONE VENEER 5/8" DIA ANCHOR BOLT x T-0" LONG. PROVIDE @ 4" MIN AND 12" MAX FROM CORNERS & ENDS OF SILL WOOD PLATE PLATES W/ (2) MIN PER SILL PIECE (OPTION' 5/8" :J2 DIA EPDXY ANCHOR BOLT EMBEDDED 7" MIN) @ 32" O.C. (U.N.O. ON SHEAR WALL SCHEDULE) (2) #4 CONT _ F- a917 SEE PLAN z c*--•x x FINISH FLOOR SEE CIVIL o ) Z �'• . _ FINISH GRADE iv o 0 I s, , : 2 } o 1 Q Q 9-" #3 TIES @ z 0 #3 @ 36" O.C. _ 36" O.C. z TYP ' PROVIDE (2)CD �, w co T-0" �' ; . d <_ " _ - ADDITIONAL U `a SETS OF #5 AT o INCREASED Q • •_ ab '!' •y ,, FTG DEPTHS N _ °:.,. • (2) #5 CONT i TOP & BOTTOM G' - OPTIONAL 4" CONCRETE MUD SLAB 2'-0" NOTES: 1. SEE A3/S-300 FOR SECTION @ SHEAR WALL HOLDOWN D23/411TYP SECTION @ EXT MTL STUD WALL D TYP SECTION @ EXT WOOD WALL — 1'-01, 3/411 — 1'-011 t 9" TO FACE OFSTONE STONE VENEER AIL SEE D1/S301 FOR INFONOTSHOWN COLUMN & BASE PLATE BY CANOPY MFR. % WRAP COLUMN BELOW GRADE W/ Q5111OLUMN # BLDG. FELT & WATERPROOF BASE PL. & ANCHOR RODS W/ ASPHALTIC MASTIC I i SEE PLAN SEE CIVIL ' - FINISH FLOOR FINISH GRADE d •. z b �2 a N . 9 W ,, 1 W cn 'a 4 • d' - e ! '4 :4 C =`°,` a SEE FDN PLAN FOR 4 FOOTING SIZE AND REINF. -�•' e a . •'A = <' .•' - 4. (2)#5 CONT. a a ' T&B TYP. - d a '0 e EDGE OF FOOTING (BEYOND) nr)TYP. EXTERIOR CANOPY COLUMN FOOTING V G 3/4" = 1'-0" SEE ARCH. FOR SLOPE EXT SLAB BY CIVIL- METAL FRAME AND SCREEN MATCH TOP OF SLAB (SEE ARCH) ELEVATION @ FACE OF SLAB TURNDOWN SSE ap e. 9 rr )(�X. FACE FACE OF SLAB BEYOND -A 4" I ' ; ad- J 2 SEE D1/S301 b' 1 (D2/S302 @ SIM) e• FOR INFO NOT < " SHOWN a,d - OPTIONAL 4" •-. a• CONCRETE d MUD SLAB 21 (2) 2x6 NAILED TOGETHER PER A3/S-301 SEE PLAN BMINDOW FINISH FLOOR SIMPSON A34 TOP & SIMPSON CMST14 COILED BOTTOM @ WINDOW STRAP. GRID LINES E & F ONLY JAMB @ ELEVATION OF WINDOW SILL: PLACE FULL LENGTH BETWEEN SHEAR WALL HOLD ; ' DEPRESS SLAB AS DOWN POSTS BOTH ABOVE 1 REQ'D AND BELOW WINDOW. SEE D1/S301 (D2/S302 @ SIM) FOR INFO NOT SHOWN CONC. SLAB PER PLAN NONBEARING METAL ST"^c PER ARCH'L. & SCHED. SHEET S-231 2x NONBEARING STUDS PER ARCH'L. & SCHED. FOR TYP. WALL BRIDGII SEE SIMPSON 'PDPA-125' @ TRACK & 'PDPAW-250M( 2x SILL PLATE @ 16'l 2x PRESSURE TREATED SILL PLATE 33mi1. CONT. TRACK w/ (2) #10 S.M.S. EA. STUD n TYP. NONBEARING PARTITIONS V N.T.S. B/WINDOW 60OT125-54 w/ (2) #10 SCREWS TO EA. STUD METAL STUD -SEE PLAN FOR SIZE AND SPACING 60OT125-54 w/ (2) #10 SCREWS 1 TO EA. STUD & (2) HILTI X-U FASTENERS @ 16" O.C. TO CONCRETE -'Q a O• JL .:.. <a SEE D2/S301 FOR INFO NOT SHOWN �I 2'-6" @ SIM � B3 SECTION @ DOOR B23/4" WINDOW SECTION @ WOOD WALL SECTION @ WINDOW @ MTL STUD WALL 3/4" = 1'-0" = 1'-0" B1 3/4" = 1'-0" A A TYP SHEAR WALL SHEATHING NO SHEAR WALLS EXTEND ABOVE LEDGER. PROVIDE NAILING 6" O.C. EDGES, 12" O.C. FIELD AT ALL WALL SHEATHING ABOVE LEDGER PANEL EDGE NAILING @ LEDGER/BLOCK USE FULL 4'-0" x 8'-0" SHEATHING SHEETS WHEREVER POSSIBLE. MAY ORIENT HORIZONTALLY AS SHOWN OR VERTICALLY. FIELD NAILING GAP ALL SHEATHING SEAMS 1/8" MIN/ 3/8" MAX BLOCKING @ ALL SEAMS ALT. JOINT DETAIL: PLYWOOD EDGE NAILING PER PLAN & WALL SCHED. (2) 2x BLKG W/ SOLE PL NAILING PER A2/A-301 ,7ii -1 .111 11 Od NAILS :A FACE 1/2" 1 30d NAILS EA FACE 1 3/8" 60d NAILS EA FACE V I I co I I w I I PLYWOOD EDGE io NAILING PER co I co I PLAN & WALL SCHED. C TYP. JOINT DETAIL: a ADJACENT NAILS TO BE DRIVEN FROM OPP SIDE OF THE BUILT- UP POST 2x4 MIN. TYP. BLOCKING A23/47 BUILT UP POST DETAIL = 1'-0" SHEATHING PER WALL SCHED. FACE OF ROUGH TYP. STUD FRAMING OPENING (SEE ARCH) (2) 2x6 KING STUDS w/ SILL PL SIMPSON LSTHD HOLDOWN NOTE: SILL DETAIL: PLYWOOD EDGE NAILING EXTEND ALL STUDS PER PLAN & WALL SCHED. EXCEPT JACK STUDS TO TOP OF PARAPET C4 cc 2x6 JACK STUD TO S-301 SUPPORT HEADER ABOVE v A3 HORIZONTAL SHEATHING JOINTS A WALL DETAIL @ STUD PACKS 1 1 /2 = it -Oil 3/4 - 1._011 C C B D O OCD 0 4 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 AS • . any Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John M. Willett, Digitally P.E. on 11/25/2020 using a digital signature 1�NN „X uW/ ",�' , signed by E/VS'F�, No. 34,E John M Willett _* * *_ _ SpuE OF _ � �40R,o � Date: 2020.11.25 Printed pofdocument are co not considered signed and sealed and the signature must be verified on any 18 :47 :03 - 051 0 C electronic copies. FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: V2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT # 220207 A PRINTED FOR PERMIT DATE 07/29/2020 L_ DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET FOUNDATION DETAILS SHEET NUMBER S=301 4 3 2 1 h1 3 1 0 C 0 0. B I i >- C. UJ IJ l c� Cl) U_ 1 >1 LU I A z NI 0 @MX'n CV C'� 3x STUD (OR DBL STD) @ CENTERLINE OF LEDGER SPLICE 2x OR MTL STUD WALL FRAMING 2x LEDGER SIMPSON 'MST160' CENTERED @ SPLICE 10d NAILS @ J REQ'D PER S-231 INTERMEDIAT E FRAMING @ ROOF JOISTS 12" O.C. D4 SPLICE DETAIL D3 ROOF DIAPHRAGM NAILING 3/4" = 1'-0" 3/4" = 1'-0" ROOF SHEATHING NOTCHES NOT PERMITTED BELOW 45° LINE 7 D/4 OR Z MIN. 3" MAX. D/3 cfl /1-0 p MAX o z 4�D/6 OR M I I JOISTLJ = 1 1/2" MAX. 04 I I ` HOLE STRAP AT PIPE I I PENETRATION M z 1 1/4" D (MIN) 1/3 OF CLEAR SPAN MIN. TYP. HOLE MIN SPACING W/6 STUD = HOLE MAX. IF NOTES: W 1. NO HOLES OR NOTCHING IN JOISTS WITH D = 4" OR LESS 2. WALL NOTCHES ARE ONLY PERMITTED ON INTERIOR NOW BEARING WALLS 3. NOTCHES ARE NOT ALLOWED IN MIDDLE THIRD OF BEAM SPAN f-% A SAWN LUMBER PERMISSABLE HOLE GUIDELINE DIAPHRAGM BOUNDARY NAILING TO B CONT. STR FROM FAC WALL LED( SEE PLAN i LAP DISTAI PROVIDE (13)10d NAI EA END OF BLKG B33/A=STRAPPING DETAIL V-0" CLIPS EA. END = BLK. TYP. )OF TRUSS/ IIST PER PLAN FO BE SUCH THAT STRAP MAY RUN CONTINUOUS UNDER TRUSS TOP CHORD BLOCKING WHERE REQ'D PER S-231 10d NAILS @ ROOF JOISTS BOUNDARY AND SUPPORT EDGES PER 1/S-231 ISOMETRIC Q BLOCKING PLYWOOD SPACER CLIPS LVL SUPPORT BEAM REQ'D TYP , ROOF SHEATHING . n MAX 0 = 'D'- HOLE DIA C1 w PLAN OF PLATE WHERE 'D' EXCEEDS 'W /4: CS14 x 32" W/ 10d E.S. CENTER ON HOLE; HOLE MUST BE PLACED SO THAT WALL TOP PLATE ENTIRE STRAP LENGTH IS LOCATED ON ONE CONTINUOUS TOP PLATE PIECE I I NOTES: 1. THIS DETAIL APPLIES UNLESS SPECIFICALLY NOTED OTHERWISE 2. DETAIL SIM. AT SOLE & SILL PLATE PENETRATIONS 3. PLATE HOLE SHALL NOT INTERFERE WITH COLLECTOR STRAPS SHOWN ON PLAN 4. SPRAY -APPLY PRESERVATIVE TREATMENT TO ANY CUTS, HOLES AND NOTCHES IN TREATED SILLS C3 PLATES & SILLS PERMISSABLE HOLE GUIDELINES 1" = 1'-0" NOTE: FOR TYP. METAL STUD BRIDGING SEE DETAILS THIS SHEET SINGLE or DBL. JAMB STUD (2) #10 S.M.S. @ EACH CRIPPLE STUD TYP. CONT. SILL TRACK, —� COPE AS REQ'D. w/ (3) #10 S.M.S. EA. SIDE TO JAMB STUD TYP. 1 ELEVATION B-B CONT. TOP TRACKS 1 1 /4" MIN. TYP. ELEVATION A -A DURABLE ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED OR NATURALLY PLYWOOD FACE OF STUD 2X6 BLOCKING — PERIMETER/EDGE - NAILING PER SHEAR WALL SCHEDULE .� SEE PLAN B/DECK NAILING PER PLAN �— 2X8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EACH WALL STUD AND 3x BLOCKING SIMPSON SDWS2240ODB SCREWS @ 5" O.C. -TO BE CENTERED AT TO 2X BLOCKING @ ROOF ELEVATION & 3X BOTTOM EDGE OF 2x BLOCKING CENTERED ON BOTTOM EDGE WALL LEDGER OF LEDGER TOENAIL FROM BUILDING INTERIOR PER SHEAR WALL 1/2" PLYWOOD SHEATHING W/ SCHEDULE NAILING PER SHEAR WALL X SCHEDULE 1/2" PLYWOOD SHEATHING W/ NAILING PER SHEAR WALL SCHEDULE C2 DOUBLE SIDED SHEAR WALL DETAIL 3/4" = 1'-0" WINDOW OPENING LESS THAN 48", DOOR OPENING SIM. @ INT. NONBEARING WALLS, A SIGLE JAMB STUD SHALL BE PERMITTED I METAL STUDS PER PLAN & ARCH'L. HOLDOWN PER PLAN WHERE OCCURS 12" LONG STUD SECTION W/ (3) #10 S.M.S. EA. SIDE SILL OF SPLICE, EA. SIDE (12 TOTAL) 4 1/2" MIN., 9 PLATE EN p METAL STUD WALL ELEVATION DETAILS UG NOTE: BRIDGING SHALL OCCUR @ 48"oc MAX. VERTICAL SPACING. SPLICE BRIDGING W/ 20" MIN. LAP TYP. WALL COVERING METAL STUDS SEE ARCH'L. PER PLAN & ARCH'L. TYP. SPLICE@ A -A U.N.O. n TYP FRAMING ELEVATION LJ 1 3/8,, _ 1 _o,, -- --- MTL STUD (SEE PLAN) (2) #10 SCREWS @ 24" O.C. VERT SPACING ALONG HEIGHT OF HOLD DOWN BACK-TO-BACK METAL STUD HOLD DOWN MTL STUD (SEE PLAN) 350T125-54 w/ (2) #10 SCREWS TO EA COLUMN STUD @ 8" O.C. BOXED METAL STUDS .� METAL STUD BOX 1 1/2" = 1'-0" LSTA12 @T/COLUMN TO 2x4 BLOCKING PROVIDE 2x6 BLOCKING BELOW ROOF DECK (TYP) SEE PLAN HEADER PER PLAN & B/DECK ARCH'L. CONT. TOP TRACK L II 7 11 B-B TYP. U.N.O. PLATE SPLICE 4 " MAX. TYP. FROM SII D @ INT. NON BEARIN I Id i I i II II�� Li T L PLMG. OR ELEC. PENETRATION 4 1/2" MIN., 12" MAX. TYP. INT. NONBEARING WALLS WALLS PROVIDE (3) P.D.F. N 'SUBH3.25' (MAX.) %1%aI.I.L_:CTOR BRIDGING OPTION #1 n e) METAL STUD BRIDGING DETAILS 1'-0" 3 rl<vvlut ls) r.u.r. NOTE: BLKG. & STRAP SHALL OCCUR @ 48"oc MAX. VERTICAL SPACING. FULL HT. COVERING ON BOTH SIDES OF WALL MAY BE USED IN LIEU OF BLKG. & STRAP (BRIDGING) WALL COVERING SEE ARCH'L. METAL STUDS PER PLAN & ARCH'L. 43mi1. TRACK BLK. @ EA. STRAP SPLICE w/ (21 *10 S.M.S. EA, STUD SPLICE STRAP ONLY @ C.L. OF BLK. 43mi1. x 2" STRAP (OR SIMPSON 'CS18') CONT. FULL LENGTH OF WALL w/ (4) #10 S.M.S. TO EA. BLK. & #10 S.M.S. TO EA. STUD BRIDGING OPTION #2 HDR CONN. TYP. @ WOOD POST: END NAIL W/ (2) 16d NAILS TO (1) 2x BLOCKING WINDOW OPENING, GREATER THAN 48" CONT. SILL TRACK TYP. WOOD POST - EXTEND TO UNDERSIDE OF (1) 2X6 BLOCKING DBL. JAMB STUDS @ OPENINGS U.N.O.PER PLAN PROVIDE METAL STUD EACH END OF SILL TRACK TYP. END OF WALL W.O. CONT. BOTTOM TRACK B 1 COLUMN TO DECK SECTION PER PLAN & ARCH'L. 3/4" FOR ANCHOR BOLTS @ EXT. WALLS; PROVIDE P.D.F. @ 24"O.C. @ INT. NONBEARING WALLS SIMPSON SSC4.25 TOP w/ (5)#10 SCREWS TO HEADER & (4)#10 SCREWS TO JAMB DIETRICH H546 UNIVERSAL HEADER HANGER EACH FACE OF HEADER w/ (12)#10-16 SCREWS TO HEADER & (8)#10-16 SCREWS TO JAMB (2) 8d NAILS @ 4" O.C. FROM DECK TO LEDGER & 2x6 - (1) NAIL EA. 2x6 x 0'-10" w/ (3) 16d NAILS TO LEDGER 2x4 ROOF BLOCKING - TOENAIL TO LEDGER & TRUSS w/ (2) 10D NAILS EA AlMETAL STUD WALL OPENING DETAILS 2x8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EA 2x & 4x STUD + BACK TO BACK JAMB STUDS -SEE PLAN WHERE BOXED JAMB USED, COVER TRACK NOT REQUIRED COVER TRACK PER JAMB DETAIL -EXTEND V-0" ABOVE HEADER CRIPPLE STUDS -MATCH TYP. WALL SIZE & SPACING CRIPPLE STUD TRACK 600T125-54 W/ (2) #12-24 TEK SCREWS @ 16" O.C. + �(2) PUNCHED STUDS -SEE PLAN 600T125-54 W/ (2) #12-24 TEK SCREWS @ 16" O.C. E o00o 0 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 ATIllett • tiering upany Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John Willett,M. P.E. on t 1/25/2020 using a digitaligital D i g ita I ly signed signature. o,"' ENs;, by John M G '* No. *146 Willett *= SUDS of - -40R\�P Date: "le'M 2020.11.25 Printed �s of this document are n°`� signed and ' the signature must be verified on any 18:48:20-05'00' electronic copies. C r O M a � co co - TOM In I.I.. co Q M M 1 J 0 U. Z J >M Za Wa B � UJ a nWi FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 220207 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET FOUNDATION DETAILS 0. SHEET NUMBER S=302 4 2 1 WII+IIIy,Y+�R, � ___.11:. ... 1_.__.�. —_� ...�.1,L.��_ .L.<,.. __ .. .. -• - _-_ _, .. - =- _,. ,_1L� - - _� � �� - �€-��11���.�.11�,b. ������ �-� - E C > Uj 1 I C CL LU N 1 CD Iq 0 C) ca I- Q_ 3 U) I i �g I A a CD q 04 to C'. SEE PLAN T/PARAPET 1/2" PLYWOOD SHEATHING ARCH VENEER — SEE PLAN B/DECK PERIMETER/EDGE NAILING @ 6" O.C. EXCEPT PER SHEAR WALL SCHEDULE @ SHEAR WALLS 2x6 BLOCKING TOENAIL — TO STUDS CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) SEE PLAN DOUBLE TOP PLATE WOOD STUD - SEE PLAN FOR SIZE & SPACING - DIAPHRAGM BOUNDARY NAILING PER PLAN - SIMPSON MTS12 @ EA 2x BLOCKING 2x4 ROOF BLOCKING - ALIGN w/ EA STUD -TOENAIL TO LEDGER & TRUSS w/ (2) 10D NAILS EA 1 - 2x8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EA WALL STUD & SIMPSON SDWS2240ODB SCREWS @ 6" O.C. TO BLOCKING - FOR ATTACHMENT OF CANOPY: (3) 2X6 SOLID VERTICAL BLOCKING W/ 2X6 HORIZ BLOCKING T&B ATTACHED W/ 10D NAILS @ 4" O.C. STAGGERED - ATTACH EA END TO STUDS W/ SIMPSON A34 T&B -A35 @ EA STUD - (2) 10d NAILS @ 12" O.C. - HEADER (SEE PLAN) WINDOW (SEE ARCH) SEE PLAN T/PARAPET 1/2" PLYWOOD SHEATH ARCH VENEER SEE PLAN T/TRUSS C5 NON -BEARING WALL W/ WINDOW & CANOPY C43/4" BEARING WALL @ LOW PARAPET 3/4" = V-0" = 1'-0" SEE PLAN T/PARAPET 1/2" PLYWOOD SHEATHING ARCH VENEER —� SEE PLAN B/DECK PERIMETER/EDGE NAILING @ 6" O.C. EXCEPT PER SHEAR WALL SCHEDULE @ SHEAR WALLS 2x6 BLOCKING TOENAIL — TO STUDS SIMPSON CMST14 COILED STRAP. GRID LINE F ONLY @ ELEVATION OF WINDOW SILL PLACE FULL LENGTH BETWEEN SHEAR WALL HOLD DOWN POSTS BOTH ABOVE AND BELOW WINDOW DOUBLE TOP PLATE WOOD STUD - SEE PLAN FOR SIZE & SPACING DIAPHRAGM BOUNDARY NAILING PER PLAN SIMPSON MTS12 @ EA 2x BLOCKING 2x4 ROOF BLOCKING - ALIGN w/ EA STUD - TOENAIL TO LEDGER & TRUSS / (2) 10D 1 - 2x8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EA WALL STUD & SIMPSON SDWS2240ODB SCREWS @ 6" O.C. TO BLOCKING 1/2" PLYWOOD SHEATHING W/ NAILING PER SHEAR WALL SCHEDULE SEE C2/S-302 FOR ADDITIONAL DETAILS @ DOUBLE SIDED SHEAR WALL A43/411NON-BEARING WALL @ LOW PARAPET = 1'-0" 2X6 STUD OUTRIGGER @ EA STUD (ALIGN w/ PARAPET STUDS) CL SEE PLAN T/PARAPETN I °° 1' 1/2" PLYWOOD SHEATHING A34 EA END TOP OR BOTH 4x6 CONT BLOCKING @ 4'4" O.C. VERT. W/ SDWS 22900 @ 24: O.C. ARCH VENEER —� dh SEE PLAN T/TRUSS (4) SDWS2230ODB SCREWS @ EA. PARAPET STUD 2x6 BLOCKING BETWEEN STUDS 2x6 BLOCKING BETWEEN STUDS @ EACH WALL WYTHE WOOD STUD - MATCH INTERIOR STUD SIZE & SPACING - EXTEND TO BOTTOM OF OUTRIGGER WOOD STUD - SEE PLAN FOR SIZE & SPACING EXTEND STUD TO TOP OF OUTRIGGER 4x4 CONT BLOCKING @ 4'-0" O.C. VERT. A3 SEE PLAN T/PARAPET 1/2" PLYWOOD SHEATHING ARCH VENEER SEE PLAN T/TRUSS CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) SEE PLAN B/HEADER DOUBLE TOP PLATE WOOD STUD - SEE PLAN FOR SIZE & SPACING A3 A35 @ EA. STUD (2) 10d NAILS @ 12" O.C. HEADER (SEE PLAN) SEE LINTEL SCHEDULE FOR BRICK LINTEL SIZE WINDOW (SEE ARCH) C3 BEARING WALL @ LOW PARAPET W/ WINDOW 3/4" = 1'-0" FOR ATTACHMENT OF CANOPY: (3) 2X6 SOLID VERTICAL BLOCKING W/ 2X6 HORIZ BLOCKING T&B ATTACHED W/ 10D NAILS @ 4" O.C. STAGGERED- ATTACH EA END TO CANOPY & CONNECTION TO STUDS W/ SIMPSON A34 T&B STRUCTURE BY MFG (SEE ARCH) A35 @ EA. STUD (2) 10d NAILS @ 12" O.C. dh SEE PLAN B/HEADER HEADER (SEE PLAN) WINDOW (SEE ARCH) BEARING DOUBLE WALL @ HIGH PARAPET W/ WINDOW A3& CANOPY 3/41'= 1'-0" 2X6 STUD OUTRIGGER @ EA STUD (ALIGN w/ PARAPET STUDS) a dh SEE PLAN T/PARAPET ° ° 1/2" PLYWOOD SHEATHING A34 EA END TOP OR BOTH 4x6 CONT BLOCKING @ 4'-0" O.C. VERT. W/ SDWS 22900 @ 24: O.C. ARCH VENEER - dh SEE PLAN T/TRUSS CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) dh SEE PLAN B/HEADER n_nnrenc c� ��ur n� �uurn SEE PLAN T/PARAPET 1/2" PLYWOOD SHEATF ARCH VENEER SEE PLAN T/TRUSS n� TYP METAL STUD BEARING WALL 3/4" = 1'-0" (4) SDWS2230ODB SCREWS @ EA. PARAPET STUD 2X6 BLOCKING BETWEEN STUDS 2X6 BLOCKING BETWEEN STUDS @ EACH WALL WYTHE WOOD STUD - MATCH INTERIOR STUD SIZE & SPACING - EXTEND TO BOTTOM OF OUTRIGGER WOOD STUD - SEE PLAN FOR SIZE & SPACING EXTEND STUD TO TOP OF OUTRIGGER 4x4 CONT BLOCKING @ 4'-0" O.C. VERT. C1 A3 FOR ATTACHMENT OF CANOPY: (3) 2X6 SOLID VERTICAL BLOCKING W/ 2X6 HORIZ BLOCKING T&B ATTACHED W/ 10D NAILS @ 4" O.C. STAGGERED- ATTACH EA END TO STUDS W/ SIMPSON A34 T&B A2 BEARING DOUBLE WALL @ HIGH PARAPET W/ CANOPY 3/4" = 1'-0" SEE PLAN T/PARAPET 1/2" PLYWOOD - SHEATHING ARCH VENEER SEE PLAN T/TRUSS 9'-8" dh B/HEADER T/SEE PLAN PARAPET 1/2" PLYWOOD SHEATHING ARCH VENEER SEE PLAN T/TRUSS SEE PLAN B/HEADER DOUBLE TOP PLATE WOOD STUD - SEE PLAN FOR SIZE & SPACING A3 A35 @ EA. STUD (2) 10d NAILS @ 12" O.C. HEADER (SEE PLAN) SEE LINTEL SCHEDULE FOR BRICK LINTEL SIZE WINDOW (SEE ARCH) c 1 BEARING WALL @ LOW PARAPET W/ WINDOW 3/4" = 1'-0" 60OT125-54 ATTACHED TO DOUBLE TOP PLATE w/ # 8 SCREWS @ 12" O.C. STAGGERED METAL STUD - SEE PLAN FOR SIZE & SPACING B1 -401 A4 60OT125-54 CONT RUNNER MTL STUD HEADER - (2) 80OS300-68 UNPUNCHED STUDS (BOXED) w/ 600T150-54 TRACKS T&B - (2) #10 SCREWS @ 12" O.C. @ HEADER WEBS. SEE Al/S-302 FOR ATTACHMENT TO JAMB DETAILS WINDOW (SEE ARCH) A .1 BEARING METAL STUD WALL W/ WINDOW 3/4" = 1'4' E o00� °D � ° o CD CCD fs Aen, Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Willet At n8gineering m n Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 r This item has been yJohni. signed and sealed by John M. Willett, P.E. digital Digitally signed on t t/25/202o using a signature. `\„NGl„I1111�1 by John M E , *�+� Willett *No. *= ��,o Date: 2020.11.25 Prirttedcopiesof���rd'ocumentare not considered signed � sealed and18:46:44-05 the signature mustst be verified on any � 00 electronic copies. C r' O M Q ' = 2 co N LO - LL CD Q M M Z J � a= a. LLJ W CL B V LU N aN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: V2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 220207 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without e)press written or verbal consent from authorized project representatives. Uj SHEET FRAMING DETAILS SHEET NUMBER S=402 4 3 2 1 . �.L-.=:♦ -a �. ill ail IS u:. i'. .. c_ .a.... �JL�i1�t�t ,. .... ,.� _ . .1�1 ..1 1 i_1,���_. ,ii;a.Wa.W L.Yl1 .�� :. I I. it a. L.. ..� .J Y.: L€�iN-li,i,iuia�■iwj --D Lit�r u.v rf��11i1. E A C I� 10 I. B :I 1 L?.. LU N i C) 't — 0 3 U) LL i tf) a i A z i_ C:) � 77 LO LL 2x6 STUD @ EA STUD (ALIGN w/ PARAPET a STUDS) SEE PLAN T/PARAPET ° a 00 1/2" PLYWOOD SHEATHING ARCH VENEER 2x6 BLOCKING TOENAIL TO STUDS SEE PLAN B/DECK PERIMETER/EDGE NAILING @ 6" O.C. EXCEPT PER SHEAR SIMPSON CMST14 COILED - STRAP. GRID LINE E ONLY @ ELEVATION OF WINDOW HEADER & SILL PLACE FULL LENGTH BETWEEN SHEAR WALL HOLD DOWN POSTS BOTH ABOVE AND BELOW WINDOW SEE PLAN B/LINTEL CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) (4) SDWS2230ODB SCREWS @ EA. PARAPET STUD 2x6 BLOCKING BETWEEN STUDS WOOD STUD - SEE PLAN FOR SIZE & SPACING DIAPHRAGM BOUNDARY NAILING PER PLAN r SIMPSON MTS12 @ EA 2x BLOCKING -2x4 ROOF BLOCKING - ALIGN w/ EA STUD - TOENAIL TO LEDGER & TRUSS w/ (2) 10D NAILS EA 1 L 2X8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EACH WALL STUD AND SI N S 240 CR 5" O.C. 2X KING OOF A 1 ' PLW1 D SHE INGAILING PER SHEAR WALL SCHEDULE A35 @ EA. STUD (2) 10d NAILS @ 12" O.C. HEADER (SEE PLAN) WINDOW (SEE ARCH) C NON -BEARING WALL @ HIGH PARAPET 43/4" = 1'-01. 2x6 STUD @ EA STUD (ALIGN w/ PARAPET a STUDS) (4) SDWS2230ODB SEE PLAN SCREWS @ EA. T/PARAPET ° PARAPET STUD 1'-0" ° ° 2x6 BLOCKING BETWEEN STUDS 1/2" WOOD STUD - SEE PLAN PLYWOOD FOR SIZE & SPACING SHEATHING ARCH VENEER � 2x6 BLOCKING TOENAIL TO STUDS SEE PLAN B/DECK DIAPHRAGM BOUNDARY NAILING PER PLAN SIMPSON MTS12 @ EA 2x BLOCKING ­ PERIMETER/EDGE NAILING @ 6" O.C. EXCEPT PER SHEAR 2x4 ROOF WALL SCHEDULE @ BLOCKING -ALIGN w/ SHEAR WALLS EA STUD - TOENAIL 3x BLOCKING TO LEDGER & TRUSS -TO BE CENTERED AT w/ (2) 10D NAILS EA BOTTOM EDGE OF 2x WALL LEDGER 1 TOENAIL FROM 2X8 CONT w/ (2) SIMPSON SDWS2240ODB BUILDING INTERIOR SCREWS TO EACH WALL STUD AND PER SHEAR WALL SIMPSON SDWS2240ODB SCREWS @ 5" O.C. SCHEDULE TO 2X BLOCKING @ ROOF ELEVATION & 3X BLOCKING CENTERED ON BOTTOM EDGE OF LEDGER SIMPSON CMST14 COILED STRAP. GRID LINE E ONLY @ ELEVATION OF WINDOW 1/2" PLYWOOD SHEATHING W/ NAILING HEADER & SILL PLACE FULL PER SHEAR WALL SCHEDULE LENGTH BETWEEN SHEAR SEE C2/S-302 FOR ADDITIONAL DETAILS WALL HOLD DOWN POSTS @ DOUBLE SIDED SHEAR WALL BOTH ABOVE AND BELOW WINDOW ANON-BEARING43/4" WALL @ HIGH PARAPET = 1'-0" 4 2x6 STUD OUTRIGGER @ EA STUD (ALIGN w/ PARAPET STUDS) dh SEE PLAN T/PARAPET ° a 1'-6 1/2" PLYWOOD SHEATHING A34 EA END TOP OR BOT_ 4x6 CONT BLOCKING @ 4'-0" O.C. VERT. W/ SDWS 22900 @ 24: O.C. ARCH VENEER —� SEE PLAN T/TRUSS (4) SDWS2230ODB SCREWS @ EA. PARAPET STUD 2x6 BLOCKING BETWEEN STUDS 2x6 BLOCKING BETWEEN STUDS @ EACH WALL WYTHE WOOD STUD - MATCH INTERIOR STUD SIZE & SPACING - EXTEND TO BOTTOM OF OUTRIGGER WOOD STUD - SEE PLAN FOR SIZE & SPACING EXTEND STUD TO TOP OF OUTRIGGER 4x4 CONT BLOCKING @ 4'-0" O.C. VERT. C1 A3 CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) A35 @ EA. STUD (2) 10d NAILS @ 12" O.C. SEE PLAN iL B/HEADER HEADER (SEE PLAN) WINDOW (SEE ARCH) BEARING DOUBLE WALL @ HIGH PARAPET W/ WINDOW C3& CANOPY 3/4" = 1'-0" SEE PLAN T/PARAPET PLYWOOD SHEATHING ARCH VENEER SEE PLAN B/DECK PERIMETER/EDGE NAILING @ 6" O.C. EXCEPT PER SHEAR WALL SCHEDULE @ SHEAR WALLS 2x6 BLOCKING TOENAIL — TO STUDS SIMPSON CMST14 COILED - STRAP. GRID LINE F ONLY @ ELEVATION OF WINDOW HEADER & SILL PLACE FULL LENGTH BETWEEN SHEAR WALL HOLD DOWN POSTS BOTH ABOVE AND BELOW WINDOW CANOPY & CONNECTION TO STRUCTURE BY MFG (SEE ARCH) ,t SEE PLAN B/LINTEL DOUBLE TOP PLATE WOOD STUD - SEE PLAN FOR SIZE & SPACING DIAPHRAGM BOUNDARY NAILING PER PLAN SIMPSON MTS12 @ EA 2x BLOCKING 2x4 ROOF BLOCKING -ALIGN w/ EA STUD - TOENAIL TO LEDGER & TRUSS w (2) 1OD NAIL ND 1 - 2x8 CONT w/ (2) SIMPSON SDWS2240ODB SCREWS TO EA WALL STUD & SIMPSON SDWS2240ODB SCREWS @ 6" O.C. TO BLOCKING - 1/2" PLYWOOD SHEATHING W/ NAILING PER SHEAR WALL SCHEDULE SEE C2/S-302 FOR ADDITIONAL DETAILS @ DOUBLE SIDED SHEAR WALL - A35 @ EA. STUD - (2) 10d NAILS @ 12" O.C. - HEADER (SEE PLAN) WINDOW (SEE ARCH) NON -BEARING WALL @ LOW PARAPET @ OPENING & A33/4" CANOPY = 1'-0" 2x6 STUD @ EA STL" (ALIGN w/ PARAPET STUDS) SEE PLAN T/PARAPET 1/2" PLYWOOD SHEAT ARCH VENEER SEE PLAN T/TRUSS C2 BEARING WALL @ HIGH PARAPET 3/4" = 1'-0" 2x6 STUD @ EA STUD (ALIGN w/ PARAPET STUDS) SEE PLAN _ T/PARAPET 1/2" PLYWOOD SHEATHING ARCH VENEER SEE PLAN T/TRUSS PERIMETER/EDGE ATTACHMENT @ 6" O.C. EXCEPT PER SHEAR WALL SCHEDULE @ SHEAR WALLS 600T150-54 SEE PLAN B/HEADER 2x6 STUD OUTRIGGER @ EA STUD (ALIGN w/ PARAPET STUDS) a- SEE PLAN T/PARAPET ° ° 1 t��� 1/2" PLYWOOD SHEATHING A34 EA END TOP OR BOTH 4x6 CONT BLOCKING @ 4'-0" O.C. VERT. W/ SDWS 22900 @ 24: O.C. ARCH VENEER - SEE PLAN T/TRUSS (4) SDWS2230ODB SCREWS @ EA. PARAPET STUD 2x6 BLOCKING BETWEEN STUDS 2x6 BLOCKING BETWEEN STUDS @ EACH WALL WYTHE WOOD STUD - MATCH INTERIOR STUD SIZE & SPACING - EXTEND TO BOTTOM OF OUTRIGGER WOOD STUD - SEE PLAN FOR SIZE & SPACING EXTEND STUD TO TOP OF OUTRIGGER 4x4 CONT BLOCKING @ 4'-0" O.C. VERT. A3 SEE PLAN B/HEADER C 1 BEARING DOUBLE WALL @ HIGH PARAPET 3/411 — 1'-0" E o00� o IM C)OO O CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 s tiering any Consulting Structural Engineers 3528 Habomham @ Northlake Tucker, Georgia 30084 (770)270-9484 D This item has been electronically signed and sealed John M. t Nett. P.E. on 1112512020 using a digital Digitally signed signature``` 1,011I by John M No. * Willett * �SWE OF - `oR�o� Date: 2020.11.25 Printed copies of this document are "e signature u`°`� and sealed and the signature must be verified on any 18 :48 :39-05'00' electronic copies. C r 0 M 2x6 STUD @ EA STUD (ALIGN w/ PARAPET a STUDS) (4) SDWS2230ODB , SEE PLAN SCREWS @ EA. co (4) SDWS2230ODB PARAPET STUD Cn SCREWS @ EA. T/PARAPET PARAPET STUD r ° ° 2x6 BLOCKING 1'-0" 2x6 BLOCKING BETWEEN STUDS Um co0 M � M BETWEEN STUDS WOOD STUD - SEE PLAN J 600T125-54 CONT RUNNER FOR SIZE &SPACING ' � O J ATTACHED TO DOUBLE TOP U. PLATE w/ # 8 SCREWS @ 12" O.C. STAGGERED 3C Q METAL STUD - SEE PLAN Z J FOR SIZE & SPACING O J UJ 0. 1/2" PLYWOOD SHEATHING ui DIAPHRAGM BOUNDARY D1 W NAILING PER PLAN S-401 A2 B N N �t SIMPSON MTS12 @ 5/8 PLYWOOD S-401 4 EA 2x BLOCKING ARCH VENEER — SEE PLAN T/TRUSS ' FSR#04040 2x4 ROOF � � BLOCKING -ALIGN w/ BUILDING TYPE / SIZE: P13 LC ALL EA STUD - TOENAIL _ RELEASE: v2.19.08 TO LEDGER & TRUSS W/ (2) 10D NAILS EA REVISION SCHEDULE 1 NO. DATE DESCRIPTION 1 11/25/2020 For Bid 2x8 CONT w/ (1) SIMPSON TB1460S @ 5" O.C. WOOD TRUSS (SEE PLAN) 60OT125-54 CONT RUNNER MTL STUD HEADER - (2) 60OS300-68 UNPUNCHED STUDS (BOXED) w/ A35 @ EACH STUD 600T150-54 TRACKS T&B - (2) #10 SCREWS @ 12" O.C. @ HEADER WEBS. SEE Al/S-302 FOR ATTACHMENT TO JAMB DETAILS dh SEE PLAN B/HEADER WINDOW (SEE ARCH) NON -BEARING METAL STUD DRIVE-THRU WALL @ A r)WINDOW %1L 3/4" = 1'-0" (2) 10d NAILS @ 12" O.C. HEADER (SEE PLAN) WINDOW (SEE ARCH) Al BEARING DRIVE-THRU WALL @ WINDOW 3/4" = 1'-01, 1 CONSULTANT PROJECT # 220207 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. LIU SHEET FRAMING DETAILS al. SHEET NUMBER S=403 3 2 L ji N 0 C l 4 U) LL i csz CL 0 N NI CD t C3 LL CD I 0 z L� �0 ° 000�0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 M Consulting Structural Engineers 3528 Habomham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically eign�a�eeeledby , wig P.E. on t tl25/2020 using a diglg ital Digitally signed Signature."" " b John M Y EN =* No. *146 Willett *= _ smW - t,R, Date: """"�1010' 2020.11.25 Printed copies of the document are an pis verified a� the signature must be on any 18:47:40-05'00' electronic copies. FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 220207 PRINTED FOR PERMIT DATE 07/29/2020 laaaa DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. Ill SHEET FRAMING DETAILS Q. SHEET NUMBER S=404 4 2 1 C05000: STRUCTURAL AND MISCELLANEOUS STEEL B: COLD -FORMED METAL FRAMING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Load -bearing wall framing. 2. 1 Exterior non -load -bearing wall framing. 1.2 QUALITY ASSURANCE Product Tests: Mill certificates or data from a qualified independent testing agency. B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." C. Comply with AISI S230 "Standard for Cold -Formed Steel Framing." D. Structural design shall be in accordance with American Iron and Steel Institute specifications for the design of cold -formed steel structural members. E PART 2 - PRODUCTS (C05595) 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements 2.2 PERFORMANCE REQUIREMENTS A. AISI Specifications and Standards: Unless more stringent requirements are indicated, comply with AISI S100 and AISI S200. 2.3 COLD -FORMED STEEL FRAMING, GENERAL A. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows: 1. Grade: As required by structural performance. 2. Coating: G60, A60, AZ50, or GF30. B. Steel Sheet for Vertical Deflection Clips: ASTM A 653/A 653M, structural steel, zinc coated, of grade and coating as follows: 1. Grade: As required by structural performance. 2. Coating: G60 (Z180). 2.4 LOAD -BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: 1. Minimum Base -Metal Thickness: 0.0428 inch. 2. Flange Width: 1-5/8 inches. 3. Section Properties: As required by structural performance and deflection limitations. a. Exterior: Horizontal deflection 1/600 b. Interior: Horizontal deflection 1/240 B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and matching minimum base -metal thickness of steel studs. C. Steel Box or Back -to -Back Headers: Manufacturer's standard C-shapes used to form header beams, of web depths indicated, unpunched, with stiffened flanges, and as follows: 1. Minimum Base -Metal Thickness: 0.0428 inch. 2. Flange Width: 1-5/8 inches. 3. Section Properties: As required by structural performance and deflection limitations. a. Vertical Deflection: 1/360 2.5 EXTERIOR NON -LOAD -BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: 1. Minimum Base -Metal Thickness: 0.0428 inch. 2. Flange Width: 1-5/8 inches. D 3. Section Properties: As required by structural performance and deflection limitations. a. Horizontal Deflection: 1/360. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges, and matching minimum base -metal thickness of steel studs. C. Vertical Deflection Clips: Manufacturer's standard head clips, capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web. 1. Manufacturers: Subject to compliancewith requirements: a. AIISteel & Gypsum Products, Inc. b. ClarkWestern Building Systems, Inc. c. Dietrich Metal Framing; a Worthington Industries company. d. MarinoWARE. e. SCAFCO Corporation. f. Steel Network, Inc. (The). g. Steeler, Inc. D. Single Deflection Track: Manufacturer's single, deep -leg, U-shaped steel track; unpunched, with unstiffened flanges, of web depth to contain studs while allowing free vertical movement, with flanges designed to support horizontal loads and transfer them to the primary structure. E. Double Deflection Tracks: Manufacturer's double, deep -leg, U-shaped steel tracks, consisting of nested inner and outer tracks; unpunched, with unstiffened flanges. F. Drift Clips: Manufacturer's standard bypass or head clips, capable of isolating wall stud from upward and downward vertical displacement and lateral drift of primary structure through positive mechanical attachment to stud web and structure. 2.6 FRAMING ACCESSORIES A. Fabricate steel -framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members. B. Provide accessories of manufacturer's standard thickness and configuration. 2.7 ANCHORS, CLIPS, AND FASTENERS A. Steel Shapes and Clips: ASTM A 36, zinc coated by hot -dip process according to ASTM A 123. B. Expansion Anchors: Fabricated from corrosion -resistant materials, with allowable load or strength design capacities calculated according to ICC-ES AC193 and ACI 318 greater than or equal to the design load, as determined by testing p?` r1ASTM E 488 conducted by a qualified testing agency. C. Power -Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion -resistant materials, with allowable load capacities calculated according to [CC -ES AC70, greater than or equal to the design load, as determined by testing per ASTM E 1190 conducted by a qualified testing agency. D. Mechanical Fasteners: ASTM C 1513, corrosion -resistant -coated, self -drilling, self -tapping, steel drill screws. C 1. Head Type: Low -profile head beneath sheathing, manufacturer's standard elsewhere. 2.8 MISCELLANEOUS MATERIALS A. Galvanizing Repair Paint: SSPC-Paint 20 or MIL-P-21035B. B. Cement Grout: Portland cement, ASTM C150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration. C. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage -compensating agents, and plasticizing and water -reducing agents, complying with ASTMC 1107/C 1107M, with fluid consistency and 30-minute working time. D. Shims: Load bearing, high -density multimonomer plastic, and nonleaching; or of cold -formed steel of same grade and coating as framing members supported by shim E. Sealer Gaskets: Closed -cell neoprene foam, 1/4 inch (6.4 mm) thick, selected from manufacturer's standard widths to match width of bottom track or rim track members. L LIJ CL B i i i T_ a_ W r� i CD NT CD C> 0 X (31 Z Qf i 0 iw I.k._ i LP 0. €13 (>) < � A Ix C CA g4 C 1 _J LL C CD CO N PART 3 - EXECUTION 3.1 PREPARATION A. Install load bearing shims or grout between the underside of load -bearing wall bottom track and the top of foundation wall or slab at locations with a gap larger than 1/4 inch (6 mm) to ensure a uniform bearing surface on supporting concrete or masonry construction. B. Install sealer gaskets at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations. 3.2 INSTALLATION, GENERAL A. Cold -formed steel framing may be shop or field fabricated for installation, or it may be field assembled. B. Install cold -formed steel framing according to AISI S200 and to manufacturer's written instructions unless more stringent requirements are indicated. C. Install cold -formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened. D. Install framing members in one-piece lengths. E. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured. F. Care shall be exercised at all times to avoid damage through careless handling during unloading, storing and erection of framing members and sub -assemblies. G. Joining of framing members shall be made with self -drilling screws or welding. H. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings. I. Erection Tolerances: Install cold -formed steel framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 3.3 LOAD -BEARING WALL INSTALLATION A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as follows: 1. Anchor Spacing: To match stud spacing unless noted otherwise. B. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch (3 mm) between the end of wall framing member and the web of track. Fasten both flanges of studs to top and bottom tracks. Space studs as follows: n 1. Stud Spacing: As indicated 16 maximum). p 9 ( ) C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. D. Align studs vertically where floor framing interrupts wall -framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads. E. Align floor and roof framing over studs. Where framing cannot be aligned, continuously reinforce track to transfer loads. F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated. G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip -angle connectors, web stiffeners, or gusset plates. 1. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. Fasten jamb members together to uniformly distribute loads. 2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full -height wall studs. H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requiring attachment to framing. 1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting from item supported. I. Install horizontal bridging in stud system, spaced vertically 48 inches unless noted otherwise. Fasten at each stud intersection. 1. Bridging: Cold -rolled steel channel, welded or mechanically fastened to webs of punched studs with a minimum of two screws into each flange of the clip angle for framing members up to 6 inches (150 mm) deep. 2. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud -track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. 3. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. J. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip -angle connectors to multiple studs at ends of bracing and anchor to structure. K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall -framing system. 3.4 EXTERIOR NON -LOAD -BEARING WALL INSTALLATION A. Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated. B. Fasten both flanges of studs to top and bottom track unless otherwise indicated. Space studs as follows: 1. Stud Spacing: As indicated (16" o/c maximum). C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. D. Isolate non -load -bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. 1. Install single deep -leg deflection tracks and anchor to building structure. 2. Install double deep -leg deflection tracks and anchor outer track to building structure. 3. Connect vertical deflection clips to infill studs and anchor to building structure. 4. Connect drift clips to cold -formed metal framing and anchor to building structure. E. Install horizontal bridging in wall studs, spaced vertically in rows indicated on Shop Drawings but not more than 48 inches (1220 mm) apart. Fasten at each stud intersection. 1. Top Bridging for Single Deflection Track: Install row of horizontal bridging within 12 inches (305 mm) of single deflection track. Install a combination of bridging and stud or stud -track solid blocking of width and thickness matching studs, secured to stud webs or flanges. a. Install solid blocking at 96-inch centers unless noted otherwise. 2. Bridging: Cold -rolled steel channel, welded or mechanically fastened to webs of punched studs. 3. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud -track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. 4. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. F. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall -framing system. 3.5 FIELD QUALITY CONTROL A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Field and shop welds will be subject to testing and inspecting. C. Testing agency will report test results promptly and in writing to Contractor and Architect. D. Remove and replace work where test results indicate that it does not comply with specified requirements. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.6 REPAIRS AND PROTECTION A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold -formed steel framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer, that ensure that cold -formed steel framing is without damage or deterioration at time of Substantial Completion. END OF C05000 B A: ROUGH CARPENTRY PART1- GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 2. Rooftop equipment bases and support curbs. 3. Wood blocking, cants, and nailers. 4. Wood furring and grounds. 5. Wood sleepers. 6. Plywood backing panels. 7. Engineered Wood Products. PART 2- PRODUCTS 2.1 WOOD PRODUCTS, GENERAL (C06115) P 2 n applicable rules f grading agencies indicated. If no grading agency is indicated provide lumber that A Lumber:DOC S O and app c o g g g g g g cy , complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish mark grade stamp on end r back of each piece. Po � 9 P o 3. Provide dressed lumber, S4S unless otherwise indicated. 2.2 WOOD -PRESERVATIVE -TREATED LUMBER (C06115) A. Preservative Treatment by Pressure Process: AWPA C2. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction, and containing no arsenic or chromium. B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood framing and furring attached directly to the interior of below -grade exterior masonry or concrete walls. 4. Wood framing members that are less than 18 inches (460 mm) above the ground in crawl spaces or unexcavated areas. 5. Wood floor plates that are installed over concrete slabs -on -grade. 2.3 FIRE -RETARDANT -TREATED MATERIALS (C06115) A. General: Comply � h Performance requirements in AWPA C20 (lumber) and AWPA C27 (ply wood). B. Identify fire -retardant -treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction. C. Application: Treat items indicated on Drawings. 2.4 DIMENSION LUMBER FRAMING (C06115) A. Maximum Moisture Content: 19 percent. B. Non -Load -Bearing Interior Partitions: No. 2 or better. C. Framing Other Than Non -Load -Bearing Interior Partitions: 1. Southern pine No. 2 grade; SPIB. 2. Douglas Fir -Larch No. 1 grade; BCLIB, or WWPA. 3. Any other visually graded dimension lumber with the minimum design values of Fb=1200 psi; Ft=725 psi; Fv=90 psi; Fc, perpendicular-565 psi; Fc, parallel=1550 psi; E=1,600,000 psi. 4. All other visually graded dimension lumber must be specifically designed for at the Contractor's request. D. Exposed Exterior and Interior Framing Indicated to Receive a Stained or Natural Finish: Provide material hand -selected for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot -holes, shake, splits, tom grain, and wane. 1. Species and Grade: As indicated above for load -bearing construction of same type, 2. Species and Grade: Southern pine, No. 1 grade; SPIB. 3. Species and Grade: Douglas fir -larch; No. 1 grade; WCLIB, or WWPA. 2.5 MISCELLANEOUS LUMBER (C06495) A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Rooftop equipment bases and support curbs. 4. Cants. 5. Furring. 6. Grounds. B. For items of dimension lumber size, provide Construction or No. 2 grade lumber with 19 percent maximum moisture content of any species. 2.6 PLYWOOD BACKING PANELS (C06496) A. Telephone, Kitchen Equipment, and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire -retardant treated, in thickness indicated or, if not indicated, not less than 1/2-inch (13-mm)nominal thickness. 2.7 FASTENERS (C06115) A. General: Provide fasteners of size and type indicated that comply with requirements specified. 1. Where rough carpentry is exposed to weather, in ground contact, pressure -preservative treated, or in area of high relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Power -Driven Fasteners: NES NER-272. C. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers, unless noted otherwise on sections and plans. D. Nails: All nails shall be common type. 2.8 METAL FRAMING ANCHORS (C06115) A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Simpson Strong -Tie Co., Inc.. B. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. C. Galvanized Steel Sheet: Hot -dip, zinc -coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation. 2.9 ENGINEERED WOOD PRODUCTS (C06170) A. Engineered Wood Products, General: Products shall contain no urea formaldehyde. B. Laminated -Veneer Lumber: Structural composite lumber made from wood veneers with grain primarily parallel to member lengths, evaluated and monitored according to ASTM D 5456 and manufactured with an exterior -type adhesive complying with ASTM D 2559. 1. Extreme Fiber Stress in Bending, Edgewise: 2900 psi for 12-inch nominal depth members. 2. Modulus of Elasticity, Edgewise: 2,000,000 psi. C. Wood I -Joists: Prefabricated units, I -shaped in cross section, made with solid or structural composite lumber flanges and wood -based structural panel webs, let into and bonded to flanges. Provide units complying with material requirements of and with structural capacities established and monitored according to ASTM D 5055. 1. Web Material: Either oriented strand board or plywood, complying with DOC PS 1 or DOC PS 2, Exposure 1. 2. Structural Properties: Provide units with depths and design values not less than those indicated. 3. Provide units complying with APA PRI-400, factory marked with APA trademark indicating nominal joist depth, joist class, span ratings, mill identification, and compliance with APA standard. D. Rim Boards: Product designed to be used as a load -bearing member and to brace wood I -joists at bearing ends, complying with research/evaluation reports for I -joists. 1. Material: Product made from any combination of solid lumber, wood strands and veneers. 2. Thickness: 1-1/4 inches. 3. Provide performance -rated product complying with APA PRR-401 rim board grade, factory marked with APA trademark indicating thickness, grade and compliance with APA standard. PART 3 - EXECUTION 3.1 INSTALLATION A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. D. Metal Framing Anchors: Install metal framing to comply with manufacturer's written instructions. E. Do not splice structural members between supports, unless otherwise indicated. F. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative -treated lumber. G. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power -driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. END OF C06000 A C06000: CARPENTRY B: HEAVY TIMBER FRAMING PART 1-GENERAL 1.1 SUMMARY A. Section includes framing using timbers. 1.2 DEFINITIONS A. Timbers: Lumber of 5 inches nominal (114 mm actual) or greater in least dimension. B. Inspection agencies, and the abbreviations used to reference them, include the following: 1. SPIB: Southern Pine Inspection Bureau (The). 2. WWPA: Western Wood Products Association. PART2-PRODUCTS 2.1 TIMBER (C06115) A. Comply with DOC PS 20 and with grading rules of lumber -grading agencies certified by ALSC's Board of Review as applicable. 1. Facto mark each item of timber with grade stamp of grading agency. ry 9 P 9 9 2. For exposed timber indicated to receive a stained or natural finish, apply grade stamps to surfaces that are not exposed to view, or omit grade stamps and provide certificates of grade compliance issued by grading agency. B. Timber Species and Grade: Southern pine; No. 2, SPIB. C. Structural Properties: Provide any species and grade that, for moisture content provided, complies with required structural properties. 1. Allowable Stress Ratings for 12-Inch Nominal (286-mm Actual) Depth: Fb 1500 psi (10.3 MPa) and E 1,500,000 psi (10 340 MPa) D. Moisture Content: Provide timber with 19 percent maximum moisture content at time of dressing. E. Dressing: Provide dressed timber (S4S) unless otherwise indicated. 2.2 TIMBER CONNECTORS (C06115) A. Manufacturers: Subject to compliance with requirements: B. Basis -of -Design Products: Subject to compliance with requirements. C. Provide bolts, 3/4 inch (19 mm) unless otherwise indicated, complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); provide nuts complying with ASTM A 563 (ASTM A 563M); and, where indicated, provide flat washers. D. Materials: Unless otherwise indicated, fabricate from the following materials: 1. Structural -steel shapes, plates, and flat bars complying with ASTM A 36/A 36M. 2. Round steel bars complying with ASTM A 575, Grade M 1020. E. Finish steel assemblies and fasteners with rust -inhibitive primer, 2-mil (0.05-mm) dry film thickness. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Erect heavy timber framing true and plumb. Provide temporary bracing to maintain lines and levels until permanent supporting members are in place. B. Fitting: Fit members by cutting and restoring exposed surfaces to match specked surfacing. 1. Predrill for fasteners using timber connectors as templates. 2. Finish exposed surfaces to remove planing or surfacing marks, and to provide a finish equivalent to that produced by machine sanding with No. 120 grit sandpaper. 3. Coat crosscuts with end sealer. C. Install timber connectors as indicated. 1. Install bolts with orientation as indicated or, if not indicated, as directed by Architect. 3.2 ADJUSTING A. Repair damaged surfaces and finishes after completing erection. Replace damaged heavy timber framing if repairs are not approved by Architect. END OF C06000 A C06000: CARPENTRY C: SHEATHING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Wall sheathing. 2. Roof sheathing. 3. Composite nail base insulated roof sheathing. 4. Sheathing joint and penetration treatment. 1.2 ACTION SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated plywood complies with requirements. 2. Include data for fire -retardant treatment from chemical treatment manufacturer and certification by treating plant that treated plywood complies with requirements. 1.3 INFORMATIONAL SUBMITTALS A. Evaluation Reports: For following products, from ICC-ES: 1. Preservative -treated plywood. PART2- PRODUCTS 2.1 WOOD PANEL PRODUCTS (C06115) A. Emissions: Products shall meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." B. Plywood: Either DOC PS 1 or DOC PS 2 unless otherwise indicated. C. Oriented Strand Board: DOC PS 2. 2.2 WALL SHEATHING (C06115) A. Plywood Wall Sheathing: Exterior, Structural I sheathing. B. Oriented -Strand -Board Wall Sheathing: Exposure 1, Structural I sheathing. 2.3 ROOF SHEATHING (C06115) A. Plywood Roof Sheathing: Exposure 1, Structural I sheathing. B. Oriented -Strand -Board Roof Sheathing: Exposure 1, Structural I sheathing. 2.4 FASTENERS (C06115) A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. For roof and wall sheathing, provide fasteners with hot -dip zinc coating complying with ASTM A 153. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. C. Securely attach to substrate by fastening as indicated, complying with the following: 1. NES NER-272 for power -driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code." 3. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's "International Residential Code for One- and Two -Family Dwellings." D. Coordinate wall and roof sheathing installation With flashing and joint -sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. 3.2 WOOD STRUCTURAL PANEL INSTALLATION A General:Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide " for types of structural -use panels and applications indicated. B. Fastening Methods: Fasten panels as indicated below: 1. Wall and Roof Sheathing: a. Nail to wood framing. b. Screw to cold -formed metal framing. c. Space panels 1/8 inch (3 mm) apart at edges and ends. END OF C06000 C E 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 ffillett 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John M. Willett, Digitally P.E. on 11/25/2020 using a digital signature. �,,,,%... ENSF��; signed y 3+141111 John M Willett sm IF - R, Date: of"�is�1d'ocumerrtam 2020.11.25 Printed copies rwt considered signed and sealed and the signature must be verified on any 18 :48 :59-05r 00 electronic copies. C T' M a � JU) LL LO - LL J cle) 1 J a0� Z J ° J CL a. B �UJ wa N a nWi FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT # 220207 A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM ri Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner wRhout express written or verbal consent from authorized project representatives. W SHEET STRUCTURAL a, SPECIFICATIONS SHEET NUMBER S=902 4 1 3 1 2 1 I 4 3 2 1 E C L� N CDI I co 0- z U_4 €13 I A UJ N 00 a CD ro c� LOCATE AIR CURTAIN APPROX. 4" OFF EXTERIOR WALL, CENTERED ON DRIVE THRU DOOR. PROVIDE WITH CFA DIVERTER BOX. z1\ FROM FACE OF PASS- THRU WALL FRAMING 18'-8" HOOD#2 A-16"-915 A-16"-915-CJ#2 6 _ �,. 9 A-14"-825 �\ 18"x8" UP �. �_._ A-14 -825 i 'KITCHEN-- 18 A-14 -825 CJ#3 1 ^� / h f 8"x8" A-14"-825 r, MOUNT AC#1 MAIN TRUNK LINE AS TIGHT AS POSSIBLE TO STRUCTURE. 6 CJ#1 L AAKI MEAL DELIVERY CANOPY. SEE ARCHITECTURAL. U P ,� I A-14"-510 C-10"-355 J� MECHANICAL FLOOR PLAN K-10"-300 DROP 18"x16" DUCT FROM PLENUM TAP ABOVE BOTTOM OF TRUSS TO nr-i r11A/ n/'1T-rf-%RA !'1r Tr11 rrIrl I ICIN l+ SHEET NOTES 1. DUCT SIZES SERVING DIFFUSERS AND GRILLES ARE SAME SIZE AS DIFFUSER OR GRILLE NECK UNLESS NOTED OTHERWISE. 2. FLEXIBLE DUCT NOT SHOWN FOR CLARITY. ALL TAKE -OFFS SHALL INCLUDE FLEXIBLE DUCT. SEE DETAIL 1/M-401 FOR FLEXIBLE DUCT INSTALLATION REQUIREMENTS. 3. FOR SUPPLY AND RETURN OPENINGS, CUT OPENING AROUND DUCT DROPS 4" TO 8" MINIMUM (EXCEPT WHERE STRUCTURE PREVENTS THIS). SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 4. AT EACH PIECE OF ROOF EQUIPMENT, PROVIDE A PLASTIC ENGRAVED LABEL WITH 1" HIGH WHITE LETTERS ON A BLACK BACKGROUND. THE LABEL IS TO HAVE A SELF ADHESIVE BACKING. 5. UNLESS NOTED OTHERWISE, MC TO ADJUST ALL DIFFUSER AIR PATTERN DEFLECTORS TO THROW HORIZONTALLY ALONG THE CEILING. 6. SUPPORT ALL DUCT DROPS AT BASE OF DROP FROM STRUCTURE. LEGEND A-12-400 TYPE - NECK SIZE - CFM EF#1 EXHAUST FAN #1 (TYP.) SPIN -IN FITTING WITH MANUAL BALANCING DAMPER, WITHOUT SCOOP AC#1 AIR CONDITIONING UNIT #1 (TYP.) z SPIN -IN HARDO FLEXIBLEO DIFFUSER Z RETURN/EXHAUST (TYP.) SO REMOTE TEMPERATURE SENSOR ® SUPPLY DIFFUSER, SQ FACE (TYP.) OH HUMIDITY SENSOR 1 PLAN NOTE REFERENCE SD SMOKE DETECTOR MANUAL VOLUME DAMPER 12x18 DUCT SIZE (reverse for elevation views) DIRECTION OF THROW ON DIFFUSER 1ST NUMBER - HORIZONTAL DIMENSION 2ND NUMBER - VERTICAL DIMENSION CLOSED AIR PATTERN DEFLECTOR SW AIR DOOR SWITCH GIH GAS INFRARED HEATER (TYP.) EC ELECTRICAL CONTRACTOR B/G BELOW GRADE MC MECHANICAL CONTRACTOR O I THERMOSTAT SEAL PENETRATIONS IN SMOKE DRAFT CURTAIN AIR TIGHT. SEE ARCH PLANS FOR CONSTRUCTION. ... . A-14"-450 i O KEY NOTES 13 A-14"450 H.E.S. SYSTEM MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL SUNCOAST H.E.S. SYSTEM FOR ALL HOODS. SEE HOOD FAN/EQUIPMENT INTERLOCK WIRING DIAGRAM ON M-501 FOR MORE INFORMATION. WATER HEATER AND FLUE BY PLUMBER. A-14"-450 7 SERVICE A-14"-585 ( �8 0AD#2 1 MOUNT REMOTE SENSOR ON WALL AT 5-0" AFF U.N.O. AND ROUTE WIRING BACK TO SUNCOAST TEMP CONTROL PANEL. FOR SENSOR SERVING AC#1, COORDINATE EXACT LOCATION WITH KITCHEN EQUIPMENT. 2 MOUNT LENNOX HUMIDITY SENSOR ON WALL ABOVE SPACE TEMP SENSOR AND ROUTE WIRING TO UNIT ON ROOF. 3 BRANCH TAKE -OFFS ARE NOT TO BE LOCATED CLOSER THAN 3'-0" FROM ANY OFFSET OR ELBOW INCLUDING THE SUPPLY AIR DROP FROM CURB. 4 TRANSITION IN VERTICAL DROP FROM FULL SIZE OF CURB OPENING TO SIZE SHOWN. TRANSITION WITHIN CURB WHERE REQUIRED TO AVOID STRUCTURE. WHERE THE DUCT IS SHOWN OFFSET HORIZONTALLY, PROVIDE ELBOW WITH TURNING VANES. FOR DROPS WITH NO HORIZONTAL OFFSET, EXTEND DROP BELOW STRUCTURE TO ACCOMMODATE START COLLARS. TERMINATE DROP A MINIMUM U-10" ABOVE CEILING (0'-4" ABOVE CEILING IF REQUIRED TO ACCOMMODATE TAKE -OFF AND DROP IS NOT LOCATED DIRECTLY ABOVE A LIGHT). 5 TRANSITION IN VERTICAL DROP FROM FULL SIZE OF CURB OPENING TO SIZE SHOWN. SEE DETAIL 6/M-401 FOR REQUIRED TRANSITION GEOMETRY. TRANSITION WITHIN CURB WHERE REQUIRED TO AVOID STRUCTURE. WHERE THE DUCT IS SHOWN OFFSET HORIZONTALLY, PROVIDE ELBOW WITHOUT TURNING VANES. FOR DROPS WITH NO HORIZONTAL OFFSET, EXTEND DROP BELOW STRUCTURE TO ACCOMMODATE START COLLARS. TERMINATE DROP A MINIMUM 0'-10" ABOVE CEILING (0'-4" ABOVE CEILING IF REQUIRED TO ACCOMMODATE TAKE -OFF AND DROP IS NOT LOCATED DIRECTLY ABOVE A LIGHT). 6 SEE ELEVATIONS ON M-301 FOR CJ FAN DUCTING REQUIREMENTS. 7 MECHANICAL CONTRACTOR TO ADJUST PATTERN DEFLECTORS TO THROW STRAIGHT DOWN. 8 AIR CURTAIN MOUNTED OVER DOOR HEADER AT T-2" AFF TO BOTTOM OF UNIT. PROVIDE BLOCKING IN WALL BEHIND AIR CURTAIN. USE FACTORY PRE -PUNCHED MOUNTING HOLES ON BACK SIDE OF AIR CURTAIN ONLY. ATTACH AIR CURTAIN TO WALL USING 3/8'' LAG BOLTS, LENGTH AS REQUIRED TO FULLY PENETRATE BLOCKING. LOCATE MAGNETIC CONTACT TYPE MICROSWITCH IN DOOR FRAME ON STRIKE SIDE. 9 HALTON KBD DAMPER AT HOOD COLLAR BY MECHANICAL CONTRACTOR. SEE HOOD ELEVATIONS ON M-301 FOR LOCATION. 10 YOUNG REGULATOR 12" MODEL 2010 ROUND ZONE DAMPER WITH MODEL T-312CE AUTOMATIC CHANGEOVER THERMOSTAT. MOUNT T'STAT AT 4'-0" AFF. POWER OPEN/SPRING CLOSE. ADJUST MECHANICAL LIMIT FOR 50 CFM MINIMUM AIRFLOW. CHICK-FIL-A HAS A NATIONAL ACCOUNT WITH TOM BARROW COMPANY FOR THE ZONE DAMPER. THE MECHANICAL CONTRACTOR SHALL PURCHASE THE ZONE DAMPER DIRECTLY FROM TOM BARROW COMPANY. CONTACT MR. SCOTT GEORGE AT 404-351-1010, FOR PRICING AND AVAILABILITY. ZONE DAMPERS NOT PURCHASED THRU TOM BARROW COMPANY WILL NOT BE ACCEPTED. 11 PROVIDE 120V/24V 50 VA TRANSFORMER TO SERVE YOUNG REGULATOR ZONE DAMPER ACTUATOR AND THERMOSTAT. POWER TRANSFORMER FROM 120V POWER CIRCUIT THAT REMAINS LIVE 24/7. PROVIDE ALL NECESSARY WIRING AND COMPONENTS TO MAKE CONTROL AND POWER CONNECTIONS TO TRANSFORMER, ZONE DAMPER, AND THERMOSTAT PER MANUFACTURER'S IOM. THERE IS NO INTERLOCKING OR MONITORING BY WAY OF THE S.E.C. CFA-500 PANEL. SEE WIRING DIAGRAMS ON M-501. 12 PROVIDE 16" TO 14" TRANSITION ON COLLAR OF DIFFUSER. 13 RUSKIN MDRS25 MVD W/LOCKING QUADRANT HANDLE. 14 ROUTE DUCT WITHIN STRUCTURE. 15 10X10 EXHAUST DUCT DOWN. 16 MECHANICAL CONTRACTOR TO CLOSE THE AIR PATTERN DEFLECTORS ON SHADED SIDE. 17 PROVIDE 14" TO 12" TRANSITION ON COLLAR OF DIFFUSER. 18 CJ#3 MOUNTED INSIDE CABINETRY SERVING SCJ PLENUM, SEE DETAIL 2/M-301. 19 DAMPER HANDLES SHOULD BE INSTALLED SUCH THAT THE DAMPERS ROATATION AXIS IS PERPENDICULAR TO THE FLOOR WITH THE HANDLE FULLY ACCESSIBLE UNDERNEATH THE DUCT IT CONTROLS. (TYPICAL OF ALL DAMPERS AT THE SAME PLENUM.) 20 SUSPEND AIR CURTAIN FROM ROOF STRUCTURE USING THREADED ROD. FIELD WIRE REMOTE WALL SWITCH AND INTERLOCK AIR CURTAIN WITH TORMAX DOOR. SEE WIRING DIAGRAM. MECHANICAL CONTRACTOR TO ADJUST THE AIR PATTERN DEFLECTORS TO THROW TOWARDS THE OPENING. E cQQO 0 oC 0� �o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 IN Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com MARK T. KURZYNSKE FLORIDA LICENSE # 53568 �4tt46IIIE1,fi � 4 Y U <i< • .5 56 • Y � 1M • � +mod a� 0 : STATE OFa` Ri o This item has been electronically signed and sealed by Mark T Kurzynske. PE on the date shown using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mark T Kurzynske Digitally signed by C Mark T Kurzynske Date: 2020.11.24 15:10.48-06'00' 1 M J� o� LO LL U) > M Cn LL m J >M am o= BUJ N �N BUILDING TYPE / SIZE P13 LC ALL RELEASE v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid �--' CONSULTANT PROJECT# 20090.CC.S A PRINTED FOR FOR PERMIT DATE 07/29/2020 W DRAWN BY BLM aInformation contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives O SHEET MECHANICAL FLOOR U. PLAN SHEET NUMBER M=201 4 3 2 1 4 3 2 1 L# A F B N. I NT 4 cy') T_ D g um, A CD '4 CID CD LL 04 r") f C7 DAMPER ACTUATOR 8 CONTROL BOARD EH 1 1J_ 3 4 LED 6 7 - M DAMPER MOTOR 24/120V 50VA TRANSFORMER BY XFMR MECHANICAL. 120 VAC TO - - - TRANSFORM R BY E.C. D==E: DUCT TEMP PROBE FACTORY INSTALLED. I I t LEGEND M.C. MECHANICAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR - - - 18 AWG MIN WIRING BY M.C. - — 18 AWG MIN LOW VOLTAGE FACTORY WIRING HIGH VOLTAGE BY E.C. Q YOUNG REGULATOR T-312CE THERMOSTAT. NOTES 1. SEE DWG M-201 FOR COMPONENT MODEL NUMBERS AND ORDERING INFORMATION. 2. 120V POWER FOR TRANSFORMER TO BE NON - SWITCHED AND LIVE 24 HOURS EACH DAY. 3. PROVIDE ALL NECESSARY WIRING AND COMPONENTS TO MAKE CONTROL AND POWER CONNECTIONS TO TRANSFORMER, ZONE DAMPER, AND THERMOSTAT PER MANUFACTURER'S IOM. 4. PROVIDE MYLAR LABEL AT ALL NEW THERMOSTATS WITH 1/4" HIGH WHITE LETTERING ON BLACK BACKGROUND, I.E. "OFFICE THERMOSTAT". PLACE LABELS ON WALL ADJACENT TO DEVICE. DO NOT APPLY DIRECTLY ON DEVICE. SEQUENCE OF OPERATION 1. WHEN THE SUPPLY AIR TEMPERATURE IS LESS THAN 72F THE DAMPER WILL OPEN FULLY ON A RISE IN SPACE TEMPERATURE ABOVE THE SETPOINT. 2. WHEN THE SUPPLY AIR TEMPERATURE IS GREATER THAN 71F THE DAMPER WILL OPEN FULLY ON A FALL IN SPACE TEMPERATURE BELOW THE SETPOINT. VAV DAMPER AND TSTAT - MGRS OFFICE NOT TO SCALE LEGEND S.E.C. SUNCOAST ENVIRONMENTAL CONTROLS CFA-500 ENERGY MGT PANEL M.C. MECHANICAL CONTRACTOR - - — 18 AWG MIN UNSHIELDED LOW VOLTAGE WIRING BY MC, U.N.O. GENERALNOTES 1. THE SUNCOAST H.E.S. SYSTEM HAS BEEN INTEGRATED INTO THE SUNCOAST ENVIRONMENTAL CONTROLS CFA-500 ENERGY MGT PANEL. F - - - - - - - - - - - - - - - - - - - - - - - - - - - - -]-*_ SUNCOAST ENVIRONMENTAL CONTROLS CFA-500 1 2 3 4 5 6 7 8 9 10 S.E.C. PANEL TB#8 ENERGY MGT PANEL. L------- - - - - - J DO NOT ROUTE ALONG OR NEAR HIGH VOLTAGE WIRING. NOTES: 1. MECHANICAL CONTRACTOR SHALL MAKE PLASTIC LAMINATE OF THIS DETAIL AND INSTALL PERMANENTLY ON INSIDE DOOR OF ROOFTOP UNIT CONTROL COMPARTMENT. 2. SEE DETAILS THIS SHEET FOR SMOKE DETECTOR AND ANNUNICIATOR WIRING. 3. SET ALL THERMOSTATS FOR AUTO CHANGEOVER. 4. PROVIDE PLASTIC ENGRAVED LABEL AT ALL NEW SENSORS WITH 1/4" HIGH WHITE LETTERING ON BLACK BACKGROUND, I.E. "AC#2 HUMIDITY SENSOR" OR "AC#2 TEMP SENSOR". PLACE LABELS ON WALL ADJACENT TO DEVICE, DO NOT APPLY DIRECTLY TO DEVICE. KEYED NOTES: 1O LOW VOLTAGE WIRING TO RTU TO BE ROUTED TO UNIT THRU FACTORY WIREWAY. 0 HUMIDITROL UNITS ONLY: WIRING TO HUMIDITY SENSOR TO BE MADE WITH TWO SEPARATE RUNS OF SHIELDED TWISTED PAIR. TERMINATE SHIELD WIRES AT TBA, LEAVE OPEN AT SENSOR. O3 NETWORK TSTAT REMOTE TEMP SENSOR PROVIDED BY SUNCOAST AND INSTALLED BY MC. FIELD CALIBRATE EACH SENSOR. LEGEND S.E.C. SUNCOAST ENVIRONMENTAL CONTROLS (SUPPLIER OF TEMP/FAN CONTROL PANEL) LOCATED IN KITCHEN OKEY NOTE REFERENCE MC MECHANICAL CONTRACTOR AC SUNCOAST RELAY FACTORY INSTALLED AND WIRED IN CFA-500 PANEL, ENERGIZED BY PUTTING STORE SWITCH IN "STORE OCCUPIED" POSITION. AN SUNCOAST RELAY FACTORY INSTALLED AND WIRED IN CFA-500 PANEL, DENERGIZED WHEN ANSUL FIRE SUPPRESSION SYSTEM IS ACTIVATED, AS NOTED. - - - - 18 AWG MIN LOW VOLTAGE WIRING BY MC, U.N.O. USE BELDEN OR SOUTHWIRE SINGLE PAIR TWISTED WITH FOIL SHIELD AND DRAIN WIRE FOR TEMPERATURE SENSORS (NOT HUMIDITY SENSORS). - LOW VOLTAGE WIRING BY S.E.C. LINE VOLTAGE BY ELECTRICIAN OR S.E.C. AC#3 AVERAGING SENSORS (WHERE SHOWN ON PLANS) S.E.C. TERMINAL INDOOR TEMP INDOOR TEMP INDOOR TEMP NOTES: BOARD SENSOR #1 SENSOR #2 SENSOR #3 1. SEE DWG M-201 FOR LOCATION AND L!!2j- - RS2 - - RS2 - - RS2 ARRANGEMENT OF SENSORS. �+v fl RS+V - - RS+V1 NoNETWORK TSTAT RS1 - - RS1 RS1 F- RS1 REMOTE TEMP J SENSOR PROVIDED SHIELDED AVG AVG AVG BY SUNCOAST AND WIRING BY INSTALLED BY MC. MECHANICA FIELD CALIBRATE CONTRACTOR EACH SENSOR, TYP. RTU LVTB 10 OCPI -------- - - - - -- Y-2 - - - - - - - - - - - - - - - SUNCOAST FACTORY WIRING, TYPICAL. S.E.C. TERMINAL BOARD R- - - - - - - - - - - - - - . FDI- W-2 -------- - - - - -- FW-" — — — — — — — — — C 2O LENNOX HUMIDITY SENSOR 11 L BELDEN VIN — — — — — RS' fh 88761 GND RS+ HUM — BELDEN — — VOUT 88761 RSA DRAIN WIRE DRAIN WIRE. DOUBLE WIRE OVER AT TERMINAL CONNECTIONS BUT DO NOT TWIST. ROOFTOP UNIT CONTROL WIRING - LENNOX NOT TO SCALE S.E.C. H.E.S. OPERATION IN THE EVENT THAT ANY COOKING EQUIPMENT ITEM BENEATH ANY HOOD IS STARTED WITHOUT THE 'STORE SWITCH' BEING IN THE 'OCCUPIED' POSITION, THE H.E.S. CONTROLLER WILL SENSE THE HEAT RISE WITHIN THE HOOD CANOPY AND ENERGIZE THE EXHAUST FANS. W AIR TEMP SENSOR PROVIDED BY S.E.C. AND INSTALLED IN BLACK IRON DUCT 00 J m m m m RISER ABOVE HOOD BY MECHANICAL CONTRACTOR. S.E.C. TO PROVIDE W NIX M W Ix TEMPERATURE WELLS FOR INSTALLATION BY MC. SENSORS PROVIDED a a a a a WITH 10LF OF WIRING TO BE EXTENDED BY MC AS REQUIRED. SPLICES 02 02 O M O M O g SHALL BE JOINED WITH CRIMP ON FITTINGS AND HEAT SHRINK JACKETS. Oz W O W O W O W O W SECURE WIRING TO DUCT OR STRUCTURE WITH RUBBER COATED CLAMPS. PROTECT ALL WIRING PENETRATIONS IN WITH RUBBER GROMMETS. HOOD FAN/EQUIPMENT INTERLOCK - 4 Hood (5 Collars) - CFA500 Integrated 1/4" = 1'-0" N.O. PROVIDE A PROFESSIONALLY LAMINATED COPY OF THESE DETAILS TO BE INSTALLED INSIDE THE ROOFTOP UNIT CONTROL CABINENT. USE A SETON CHART FRAME STYLE #68624, TELEPHONE NUMBER 800-243-6624, FOR MOUNTING THE DETAIL. ATTACH THE FRAME TO THE INTERIOR OF THE UNIT IN PLAIN AND EASY VIEW OF THE CONTROLS SECTION. CONTACT ENGINEER OF RECORD FOR A REPRODUCIBLE COPY OF THE DETAIL. SUNCOAST FACTORY WIRED RELAY SHOWN r IN "STORE UNOCCUPIED" CONDITION, TYPICAL. AC N.O. RTU THERMOSTAT RS 1 AC CLK2 - RS+V LLU N.C. NETWORK RS2 THERMOSTAT 0 TEMP SENSOR SHIELDED WIRING BY MC. BELDEN OR SOUTHWIRE SINGLE PAIR TWISTED WITH FOIL SHIELD AND DRAIN WIRE. SUPPLY SIDE DETECTORS: IF SUPPLY SIDE SMOKE DETECTORS ARE SHOWN ON DWG M-201, AND CALLED FOR ON RTU SCHEDULE, THE CONTRACTOR IS TO RELOCATE FACTORY INSTALLED SUPPLY SMOKE DETECTOR FROM BLOWER SECTION TO DUCTWORK. SEE NOTES ON DWG M-201. LEGEND - - - - 18 AWG MIN WIRING BY MECH CONTRACTOR FACTORY ANNUNCIATOR DETECTOR WIRING FACTORY LENNOX WIRING PRODIGY CONTROL BOARD LENNOX PRODIGY CONTROLLER SETTINGS: 1. FOR ALL RTU'S EXCEPT AT AC#1, CHANGE PRODIGY-M3 BOARD CONTROL PARAMETER #65 TO ZERO (#58 ON LCH UNITS). THIS WILL CAUSE THE O.A. DAMPER TO OPEN ON "OCCUPIED" START. AT AC#1 (LGH TYPE) LEAVE THE SETTING AT THE DEFAULT VALUE SO THE O.A. DAMPER WILL REMAIN CLOSED FOR THE FIRST 60 MINUTES AFTER "OCCUPIED" START. AT AC#1 (LCH TYPE) CHANGE THE VALUE TO 5400 SO THE O.A. DAMPER WILL REMAIN CLOSED FOR THE FIRST 90 MINUTES AFTER "OCCUPIED" START. SE PRODI Y-M3 B ARD 2. AT H`UMID`lRO`LRT�US, CONTROL PARAMETER #105 FOR DEHUMIDIFICATION OPERATION TO A VALUE OF 7. 3. AT HUMIDITROL RTU'S, SET PRODIGY-M3 BOARD CONTROL PARAMETER #106 FOR DEHUMIDIFICATION MODE SET POINT TO A VALUE OF 60 (60% RH). 4. AT HUMIDITROL RTU'S, SET PRODIGY-M3 BOARD CONTROL PARAMETER #107 FOR DEHUMIDIFICATION MODE DEAD BAND TO A VALUE OF 2 (2% RH). 5. AT M AV UNI 'SSE MS LOW PEED SETTING TO THE SAME VALUE AS THE HIGH SPEED SETTING AFTER TAB IS COMPLETE. LENNOX FRESH AIR HEATING SETUP WHEN SPECIFIED: 1. INSTALL FRESH AIR TEMPERING KIT WIRING HARNESS AS RECOMMENDED BY LENNOX. 2. LOCATE SUPPLY AIR TEMPERATURE SENSOR IN SUPPLY DUCT DOWNSTREAM OF FIRST ELBOW. SECURE WIRING TO DUCT OR STRUCTURE WITH RUBBER COATED CLAMPS. DO NOT RUN WIRING INSIDE DUCT WORK. PROTECT ALL WIRING PENETRATIONS WITH RUBBER GROMMETS. 3. FOR PRODIGY 2.0: FIRST SET FRESH AIR HEATING ENABLE TO "YES" THRU THE TAB/DAMPER MENU (LEAVE FRESH AIR COOLING AS "NO"). NEXT, CHANGE PRODIGY-M3 BOARD CONTROL PARAMETER #156 TO A VALUE OF 66. THIS WILL PREVENT THE SUPPLY AIR TEMPERATURE FROM DROPPING BELOW 66F DEG DURING HEATING MODE WHEN THERMOSTAT IS NOT ACTIVELY CALLING FOR HEAT. 4. CHANGE PRODIGY-M3 BOARD CONTROL PARAMETER #157 TO A VALUE OF 14. THIS WILL MAKE THE DEADBAND VALUE EQUAL 14F. 5. CHANGE PRODIGY-M3 BOARD CONTROL PARAMETER #158 TO A VALUE OF 300. THIS WILL MAKE THE CYCLE TIME VALUE EQUAL 5 MINUTES. FIELD INSTALLED WIRING: WITHIN THE ROOFTOP UNIT, WIRING SHALL BE ROUTED BY WAY OF FACTORY WIRE WAYS ONLY. WIRING ROUTED OVER THE BLOWER HOUSING OR BY WAY OF OTHER ROUTES DETRIMENTAL TO THE WIRING LIFE WILL NOT BE ACCEPTED. ' LENNOX FACTORY WIRING LENNOX FACTORY INSTALLED DUCT DETECTOR SYSTEM SENSOR M/N LD4120 I I ' ® 1 POWER (24VAC) ALARM CONTACTS ARE SHOWN IN STANDBY ® 2 POWER (COM) -- - -- -- - - -- -- ICI 3 RESET LABELING: - - - - - - ® 4 TEST PROVIDE ENGRAVED LABEL WITH 1" HIGH _ _ _ _ _ 5 ALARM SIGNAL WHITE LETTERS ON BLACK BACKGROUND IDENTIFYING UNIT SERVED. 6 AUXILIARY POWER (-) SUNCOAST CONTROLS ANNUNCIATOR I IF A®d 7 AUXILIARY POWER (+) I I POWER l i � — — — � �- �L � — — — — J I Rd 8 ALARM INTIATION (COM) ALARM N.O. TROUBLE, 9 ALARM INTIATION l_ st sit - 21 TROUBLE CONTACT (N.C.) N.C. TROUBLE 220 OHM RESISTOR I I 11 TROUBLE CONTACT (COM) N.O. CONTACT BY SUNCOAST. ----N I AJ I 10 I TROUBLE CONTACT (N.O.) I I ® 12 120V NEUTRAL i I I BUZZER O -�R\ ALARM I I 13 TROUBLE CONTACTS ARE 120VAC LINE SHOWN IN STANDBY STATE. I I ® 15 AUX RELAY (N.C.) N.C. 5 AUX ALARM (-- RESET I I 16 AUX RELAY (COM)COM N O CONTACT A - - - ® 17 AUX RELAY (N.O.) J ( ® I 18 AUX RELAY (N.O.) f -- TEST I ® AUX ALARM qN.C. 19 AUX RELAY (COM)COMCONTACT B -------� ® 20 AUX RELAY (N.C.) SMOKE DETECTOR AND ANNUNCIATOR WIRING DIAGRAM NOT TO SCALE E � OO 0 4 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com MARK T. KURZYNSKE FLORIDA LICENSE # 53568 i C KUR • 5 . r r �0 :• STATE OF : Onto This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mark Kurzynske Digitally signed by C Mark T Kurzynske Date: 2020.11.24 1. :13-06'00' 1 � LL Q r LO LLQ M IIIIIIIIJ > M LU 1 J J J U. Q co J = O = UJ °- B qq W N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 20090.CC.S A PRINTED FOR FOR PERMIT DATE 07/29/2020 W DRAWN BY BLM aInformation contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET O HVAC CONTROLS LLL SHEET NUMBER M=501 4 1 3 1 2 1 1 4 3 E 1 AUTOMATIC DETERGENT DISPENSER WITH INTERNAL AIR GAP BACKFLOW PREVENTION. DISPENSER AND SUPPLY HOSE PROVIDED AND INSTALLED BY OTHERS. - - o D o o h o o o E LJ LJ FAUCET P-7 T & S MODEL 43-072 POLISHED CHROME HOSE THREAD ADAPTOR W/ CLOSE NIPPLE. SEE P-7. 3/4" POLISHED CHROME 90 ° DEG ELBOW W/ CLOSE NIPPLE. - HOSE THREAD ADAPTER. SEE P-16 ON SHEET P-901. SUPPLY HOSE, VACUUM BREAKER. BY OTHERS. PERMANENTLY ATTACH BY HOSE THREAD TIGHTENING BREAKAWAY ADAPTER. D SETSCREW. P-16 3-WAY VALVE. SEE P-901. ALIGN OUTLETS WITH SPOUT. C4 3-WAY VALVE AT MOP SINK NOT TO SCALE C 3/4" FW2 DOWN TO P-23 STOPS AT ICE MAKERS. SEE 2/P-201. 380 3305 B P-11:=# 308 DRIVE-THRU , 0 3/4" CW 3/4" FW2 DOWN IN WALL. SEE 1/P-302 FOR CONTINUATION. 1/2" FW2 WITH P-23 STOP AND P-34 BFP. TYP OF TWO. SEE DETAIL 4/P-211 CLEAR POLY -TUBE DRAIN -LINE. EXTENDED FROM ICE MAKER DRAIN OUTLET INTO OPEN TOP OF NEAREST DRAIN RISER MANIFOLD. POLY -TUBE DRAIN LINE PROVIDED AND INSTALLED BY ICE MAKER INSTALLER. TYPICAL OF TWO. WALL -MOUNTED SCHED 40 ICE MAKER DRAIN MANIFOLD. INSTALLED BY PLUMBING P-26 CONTRACTOR. SEE 2A/P-201 FOR LAYOUT. SEE K-611 FOR PRECISE RISER LOCATIONS. 3/4" DIA SCHED 40 DRAIN AT BOTTOM OF ICE BIN PROVIDED AND INSTALLED BY ICE BIN INSTALLER. ICE MACHINE PIPING 2 NOT TO SCALE EDGE OF 60"-WIDE ICE BIN OUTLINE AS VIEWED FRC 1-1/2'' DIA SCHED 40 ICE MAKER DRAIN RISER MANIFOLD. SURFACE -M, ON FRP WALL BEHIND ICI BY PLBG CONTRACTOR. 1-1/2" SANITARY TEE WITH CLEANOUT PLUG A UPPER HUB. ALIGN DROI WITH FUNNEL DRAIN. - VERTICAL DROP AT FUNI` DRAIN WITH DOUBLE EIC BEND OFFSET AROUND E TILE. PROVIDE 2" AIR GA P-26 FUNNEL DRAIN WITH 3-1/2" TALL OVAL FUNNEL. ICE MAKER DRAIN ON WALL - NOT TO SCALE 3. SHEET NOTES ICE MAKER 1. COORDINATE VENT TERMINAL LOCATIONS WITH FRESH AIR HOODS ON ROOFTOP TUBING DOWNSTREAM OF BFP PROVIDED AND EQUIPMENT SO AS TO MAINTAIN MINIMUM 15'-0" CLEARANCE. INSTALLED BY ICE MAKER INSTALLER. ICE aB MAKER INSTALLER TO CONNECT TUBING TO 2. HOLD ALL PIPING ABOVE THE CEILING TIGHT TO STRUCTURE. DUCT LOCATIONS TAKE ICE MAKER AND BFP'S AND PROVIDE ADAPTER PRIORITY. SEE DRAWING M1.1 FOR DUCT LAYOUT. COORDINATE CONFLICTS WITH GC. FITTINGS NEEDED TO DO SO. 3. SEE K-SHEET ELEVATIONS FOR KITCHEN EQUIPMENT WATER PIPING ROUGH -IN LOCATIONS. 380 4. SEE SHEET P-211 FOR BEVERAGE CONDUIT PIPING. 5. SEE RISER DIAGRAM 1/P-301 FOR VENT PIPING. SEE ROOF PLAN 1/P-250 FOP VENT THRU ROOF (VTR) LOCATION. 6. VERIFY WALL TYPE AND WALL THICKNESS AT EXTERIOR HOSE BIBBS PRIOR TO ORDERING EQUIPMENT. 7. WATER HEATER PIPING IS SHOWN FOR STATE/A.O. SMITH MODELS WITH SIDE INLET/OUTLET CONNECTIONS. ADJUST PIPING AS NEEDED TO ACCOMODATE OTHER CONNECTION POINTS WHEN ALTERNATE MODELS ARE PROVIDED. 8. COORDINATE ABOVE -CEILING PIPING LOCATIONS AND ROUTING WITH HVAC CONTRACTOR AND M-SHEETS PRIOR TO INSTALLATION. ALL MAIN DUCT TRUNK ICE BIN LOCATIONS SHALL TAKE PRIORITY. PIPING MAY REQUIRE REMOVAL AND 38a REINSTALLATION AT PLUMBING CONTRACTOR'S EXPENSE IF PIPING OBSTRUCTS THE M-SHEET DUCT LAYOUT AS SHOWN OR PREVENTS ACCESS TO GREASE DUCT CLEANOUT OPENINGS. DRAIN RISER LOCATIONS MEASURED FROM EDGE OF ICE BIN. VERIFY ICE BIN WIDTH AND PRECISE LOCATION FROM DIMENSIONS ON K-SHEET ELEVATIONS. u I FRONT AS DRAIN RISER MANIFOLD PIPING WILL BE INSTALLED PRIOR TO ICE BIN DELIVERY, ESTABLISH BIN'S PRECISE LOCATION FROM DIMENSIONS ON K-SHEET ELEVATIONS. 'IPE CLIP SUPPORT FOR 1-7/8" )D PIPING. SECURE TO WALL VITH "TEKS" BRAND 1" X #8 .ATH SCREWS WITH DRILL- 'OINT TIP. kREA FOR 6" DIAMETER WALL- /IOUNTED ICE BIN STAND-OFFS. NSTALL PIPING CLEAR OF THESE kREAS. STANDOFF'S INSTALLED BY ',FA ICE MAKER INSTALLER. 1/2" HW & CW 1/2" CW TO RETHERMALIZER a TO P-5, TYP. 3/4" HW & 3/4" CW DOWN I 3/4" HW .)j P-43 3/4" HW---\ p-5 592 3/4" FW C KITCHEN EQUIPMENT NO. SEE KITCHEN EQUIPMENT SCHEDULE ON DWG P-303 FOR EQUIPMENT DESCRIPTIONS. 1 WATER PIPING_ PLAN PLUMBING 1 /4" = V-0" 3/4" C 3/4" H 1" HW 3/4" FW - - 365E P-5 y 3/4" HW & CW DOWN 1" HW '�- 1/2" TEPID WATER 67F` P-42 TO EYEWASH #360E 367 FREEZER 5�P-30 367FW �= I \ 1/2" FW2 DOWN TO P-23 EXTEND HW LOOP & P34 BFP STOP AT ICE DOWN TO HAND MAKER. SEE 2/P-201, SINK, TYP. FOR REFERENCE ONLY. VESTIBULE 3/4" TYPE L COPPER. PROVIDE 12" OF FALL BEFORE PENETRATING WALL PANEL. COVER WITH 1-3/8" I.D. X 3/4" ARMACELL A/P ARMAFLEX OVER HEAT TRACE CABLE. - DINING Q KEY NOTES 1 APPLY RAYCHEM XL -TRACE, MODEL 5XL-1, SELF REGULATING HEATING CABLE. USE END SEAL KIT FROM MFR. PROVIDE P-TRAP IN CONDENSATE DRAIN ON COOLER SIDE OF COOLER -FREEZER PANEL WALL WITH OPEN -TOPPED TEE AT TRAP OUTLET. PROVIDE 6" OF FALL IN FREEZER DRAIN LINE PRIOR TO PENETRATING PANEL WALL. EXTEND HEAT TRACE TO P-TRAP OUTLET IN COOLER. 2 1/2" FW TO P-24 & P-34 AT TWO TEA BREWERS AND ONE COFFEE MAKER. SEE 4/P-211 AND 1/P-302. 3 1/2" HW AND CW DROPS TO MOP SINK FAUCET SET P-7. PROVIDE BALL VALVE FOR EACH ABOVE CEILING WITH P-22 BALL CHECK VALVE IN EACH DROP. SEE RISER DIAGRAM 1/P-302. 4 INSTALL P-16 3-WAY VALVE WITH BACKFLOW PREVENTER ON P-7 FAUCET SPOUT FOR CONNECTION TO ECOLAB DETERGENT DISPENSER. SEE DETAIL 4/P-201. 5 3/4" FW DROP TO TWO -HANDLE FAUCET, P-30. MOUNT FAUCET ON WALL. SEE K-SHEETS FOR EXACT LOCATION. PIPE 1/2'' FW TO EACH FAUCET INLET WITH 6" SPREAD. PROVIDE BALL VALVE ABOVE CEILING. SEE RISER DIAGRAM 1/P-302. 6 1" GAS DOWN FROM ROOF FOR P-19. SEE 6/P-303 FOR CONTINUATION. OFFSET DROP WITHIN WALL ABOVE MECH ROOM CEILING. 7 TURN 3/4" CONDENSATE PIPING OUT OF COOLER AND EXTEND OUTLET TO P-12 FUNNEL DRAIN, SECURE PIPING TO COOLER/FREEZER WALL WITH RUBBER INSULATED PIPE CLAMPS TO PREVENT GALVANIC CORROSION. SEAL ALL PENETRATIONS IN WALLS WITH PERMAGUM CORD. TERMINATE ABOVE FUNNEL WITH ELBOW AND AIR GAP. PROVIDE P-TRAP IN CONDENSATE DRAIN OUTSIDE COOLER WITH OPEN -TOPPED TEE AT TRAP OUTLET. 8 SEE 6/P-303 FOR P-19 WATER HEATER, AND P-38 HOT WATER CIRCULATING PUMP. COORDINATE WATER AND DWV PIPING IN THIS AREA WITH HVAC DUCT. SEE M-201 FOR DUCT LAYOUT. 9 OWNER PROVIDED, PLUMBER INSTALLED STOP/BFP PANEL. SEE K-SHEET ELEVATIONS FOR EXACT LOCATION. PROVIDE EXPOSED 3/4" BALL VALVE AT CONNECTION TO PANEL. ROUTE 1" PVC DRAIN FROM FACTORY PANEL DRAIN CONNECTION TO P-26 FUNNEL DRAIN AT END OF BEVERAGE RACK AND TERMINATE WITH ELBOW AND AIR GAP. 10 2" CW. SEE 4/P-303 FOR EXACT ROUTING LOCATIONS OF CW PIPING IN THIS AREA. 11 OWNER PROVIDED, PLUMBER INSTALLED WATER FILTERS. SEE DETAIL 5/P-303. 12 FW AND FW2 FROM WATER FILTERS. SEE DETAIL 5/P-303. 13 1" DIAMETER PVC DRAIN FROM BACKFLOW PREVENTER PANEL. CONNECT 1" PVC TO FACTORY PROVIDED COUPLING MOUNTED ON BACK PANEL. ROUTE DRAIN TO P-26 FUNNEL DRAIN AT END OF BAG-N-BOX. MOUNT PIPING TIGHT TO WALL WITH STRUT AND CLAMP. 14 P-11 WALL HYDRANT 24" AFF WITH BALL VALVE IN DROP 48" AFF. ORDER HYDRANT WITH 121, WOODFORD WALL THICKNESS. SEE WATER RISER 1/P-302. SECURE TO WALL WITH STRUT AND CLAMP. WALK-IN CONDENSATE PIPING NOTES: INSTALL PIPING TIGHT TO WALL SO AS NOT TO INTERFERE WITH COOLER AND FREEZER SHELVES. PROVIDE UNION FITTINGS IMMEDIATELY DOWNSTREAM OF CONNECTION TO EVAPORATORS. NOTE TO WATER HEATER INSTALLER: POSITION VALVES AND TRIM IN WATER HEATER CLOSET SUCH THAT VISIBLE OBSERVATION OF VALVES AND TRIM IS UNOBSTRUCTED AND SUCH THAT ACCESS FOR OPERATION OR REPAIR IS POSSIBLE WITHOUT USE OF STEP LADDERS OR ANY NEED TO DISASSEMBLE ANY COMPONENTS. COORDINATE WITH KINETICO & 1" CW, 1" HW & 1/2" HWR CORRESPONDING SHOP DRAWINGS FOR TO WATER HEATER P-19. TYPE D FILTRATION SYSTEM COMPONENTS & SEE 6/P-303. P-11 MOUNTED 24" AFG. CONNECTIONS. SEE DETAIL ON SHEET P-303. WATER FILTER VERIFY WALL THICKNESS ASSEMBLY PRIOR TO ORDERING, TYP. 9 STOP/BFP PANEL. # 350 11 12 1 1/2" HW/CW TO 318A. SEE 1/P-302. ®P-19 EACH P-9 FAUCET. 370 3/4" CW FOR FUTURE KINETICO RO P-703 3/4'' P-28 BALL 6 SYSTEM. PROVIDE SHUT-OFF P-11 PAC4 VALVE, SEE 1/P-302. - 18 VALVE AND CAP. SEE SHEET P-303. P-41C P-9 P-9 MULTI -PURPOSE � f; �"' o 3/4" H W 363 365 3/4 FW 3 = 3/4" FW2 n - --- _ -- L 1" CW UN 1 CW77 1 HW 1/2" CW 1 1 /4" CW- 3/4" CW 1 1/4" CW �: 1„ HW _ C 1 1/4" CW DOWN DOWN 2" CW- 1J _ 1" CW DOWN DOWN SERVICE P 12 / 1/2" HWR PROVIDE 2 DEEP TRAP WITH OPEN 1 1/2" CW P -2 TEE AT OUTLET. P-3 P-1 P-4 P-4 ill CW , -- _ -- 1 P-1 P DOWN - COOLER 1 1 /2" CW z 1 1 /2" CW OFFICE P-11 14 „ 1 1/2" CW - MENS 3/4 HW 1 1/2" CW P-44 P-44 �= PROVIDE 2" DEEP TRAP WITH 1/2" HW-- OPEN TEE AT OUTLET ON WOMENS FREEZER DRAIN LINE ON 1/2" HW P-2 COOLER SIDE OF PARTITION. 3/4" CW P-4 P-4 UNLESS NOTED OTHERWISE, WATER PIPING SHALL BE COPPER OR CPVC AS LISTED IN SPECIFICATIONS. SEE SPECIFICATIONS ON DRAWING P-901. P-11 1/2" HW & CW DOWN -- 1" CW DOWN E a000 0 D 9 4C) CD o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com iA�t��9�9��S�RI ti •°4e a • No. 53568 At r TATE OF Its- � 0 This item has been electronically signed and sealed by Mark T. Kurzynske. PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by Mark TMark T KurZyKurzynske Date: 2020.11.25 nske 10:38:47 -06'00' LL LL r Q M � J J J am Q LU cr) a. B W Pq tiN FSR#04040 BUILDING TYPE / SIZE P13 LC ALL RELEASE v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11 /25/2020 For Bid CONSULTANT PROJECT # 20090.CC S A PRINTED FOR PERMIT DATE 07/27/2020 DRAWN BY DSF Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives SHEET W WATER PIPING PLAN a. SHEET NUMBER P=201 n 3 E 1 ex 4 IN 3 E 1 C C 0 F1 FOR PRECISE LOCATION OF COLD WATER RETHERMALIZER CONNECTION ROUGH -IN. SEE ELEVATIONS ON SHEET K-401. ESCUTCHEON 1/2" BALL VALVE 1/2" DIA X 2" LONG PIPE NIPPLE COORDINATE WALL BLOCKING LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WALL BLOCKING SIM 2A/P-302. RETHERMALIZER SUPPLY VALVE NOT TO SCALE 1/2" FW2 TO #380 ICE MACHINES WITH TWO P-23 STOPS & P-34 BFP. SEE 2/P-201. BALL VALVE, TYPICAL. 3/4" CVO P-25, TYPICAL. 1/2" FW TO COFFEE P-11 MAKER WITH P-24 & P-34 WATER RISER DIAGRAM 1/2" FW TO TEA BREWER WITH P-24 AND P-34, TYP. OF 2 3/4" FW2 1/2" C ALL PIPE NIPPLES AND FITTINGS SHALL BE LEAD -FEE CHROME PLATED BRASS. BALL VALVES SHALL BE FULL -PORT, LEAD- FREE STAINLESS STEEL WITH FIP INLET & OUTLET. 1/2" ELBOW. SPLIT -RING PIPE BRACKET. SECURE ALL - THREAD BRACKET -BASE TO WALL WITH 1-3/4" MINIMUM STAINLESS STEEL FLAT -HEAD PHILLIP SCREWS EMBEDDED IN WALL BLOCKING. 3/4" FW /--3/4" HW 3/4" HW � 355Ely P-6 1/2" FW2 DOWN TO P-23 & P34 BFP STOP AT ICE MAKER. SEE 2/P-201, FOR REFERENCE ONLY. SACT0 2A FOR PRECISE LOCATION OF COLD WATER DISHWASHER CONNECTION ROUGH -IN. SEE ELEVATIONS ON SHEET K-401. ESCUTCHEON 3/ "BALL VALVE, P-41 C % " DIA X 2" LONG PIPVE NIPPLE — COORDINATE WALL BLOCKING LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WALL BLOCKING. ALL PIPE NIPPLES AND FITTINGS SHALL BE LEAD -FEE CHROME PLATED BRASS. BALL VALVES SHALL BE FULL -PORT, LEAD- FREE STAINLESS STEEL WITH FIP INLET & OUTLET. 3/" X'/" REDUCING ELBOW. SEE 2A/P-302 FOR PIPING CONNECTION WITHIN WALL. X'/" TEE '/2" 90 DEG ELL U BALL VALVE SHUT-OFF FOR CHAMPION DRAIN WATER TEMPERING OPTION. J SPLIT -RING PIPE BRACKET. SECURE ALL - THREAD BRACKET -BASE TO WALL WITH 1-3/4" MINIMUM STAINLESS STEEL FLAT -HEAD PHILLIP SCREWS EMBEDDED IN WALL BLOCKING. 3/ " COUPLING FOR MAIN CW CONNECTION TO FACTORY PROVIDED DISHWASHER HOSE. HOSE AND FIP-TO-HOSE-THREAD FITTING PROVIDED AND INSTALLED BY FACTORY DISHWASHER INSTALLATION CREW. DISHWASHER SUPPLY VALVE ASSEMBLY -CHAMPION NOT TO SCALE FINISHED WALL 1/2" CW. WITH FRP CPVC OR COPPER. '/2" X'/" BRASS FIP DROP -EARED ELBOW NO/ ESCUTCHEON RING f % X'/" REDUCING 1 ELBOW 2 X 4 (MIN) f BLOCKING SECURE DROP -EARED ELBOW TO BLOCKING WITH 1-1/4" FLAT HEAD PHILLIP SCREWS. n SECTION AT PIPNG WITHIN WALL NOT TO SCALE �1 3/4" HW 3/4" FW P-5 1/2" HW & CW TO MIXING 360F 3/4" CW VALVE P-42, MOUNTED AT WALL, ABOVE CEILING, P-4 l-4 DIRECTLY ABOVE EYEWASH 15921 3/4" FW P-22 BALL CHECKS OWNER PROVIDED, PREFABRICATED 1/2" CW 1/2" CW INSTALLED ABOVE 8-STOP MANIFOLD BACKFLOW PREVENTER 3/4" HW 3/4" HW 1" HW 3/4" HW CEILING IN DROPS. PANEL. MOUNTED ON WALL BY PLUMBER. 3/4" CW EIGHT (8) ASSE 1022 RATED BFP'S. PIPING 1/2" HW 11 & CW FROM BFPS TO CARBONATORS SHALL BE 1/2 TEPID WATER BY THE LOCAL SOFT DRINK VENDOR. ROUTE & CW TO EYEWASH 1" DIA PVC DRAIN FROM PANEL TO P-26 FLOOR 360E DRAIN IN MECHANICAL ROOM. SEE 1/P-201. 360E y 1 /2" H W 1�� HW ,..,,� P-5 360E P-41C, SEE 1„ CW & CW PROVIDE 3/4" P-28 BALL VALVE IN .JqP-5 DETAIL 2/P-302. 3/4 CW EXPOSED ON WALL. LINE SERVING STOP/BFP PANEL P-30 367E 367E P-9 365E 3/4" HW 1/2" FW TO EACH 3/4" SIDE OF P-30 FAUCET. a KITCHEN EQUIPMENT NUMBER. SEE KITCHEN EQUIPMENT SCHEDULE 2/P-303 FOR EQUIPMENT DESCRIPTIONS. UNLESS NOTED OTHERWISE, WATER PIPING SHALL BE COPPER OR CPVC AS LISTED IN SPECIFICATIONS. SEE SPECIFICATIONS ON DRAWING P-901. lop P-11 P-16 3/4" FW P-7 370 P-9 r3/4" FW2 365E 1 1/2 CW 1 1 /2" CW 1" CW 1" HW- 1 1 1 /4" CV1 3/4" HW P-2 3/4" HW 1 1/2" CV 1" CW P-1 P-44 3/4" CW P-3 1/2" CW P-4 3/4" HW P-4 1 1/2" CW / 318A 2" CW­` C 1"HW&CWTO WATER HEATER P-39 PRV SET AT 70 PSIG. SEE 2/P302 — Y2" DIA CHROME PIPE NIPPLE COORDINATE WITH KINETICO & CORRESPONDING SHOP DRAWINGS FOR TYPE D FILTRATION SYSTEM COMPONENTS & CONNECTIONS. SEE DETAIL ON SHEET P-303. P-27 PRESSURE GAUGE P-38 RECIRC PUMP. SEE 6/P-303 FOR PIPING AND ACCESSORIES. 1" CW TO OWNER PROVIDED, PLUMBER INSTALLED WATER FILTERS IN MECH. ROOM. SEE DETAIL 5/P-303. 1 3/4" CW FOR FUTURE KINETICO RO SYSTEM. PROVIDE SHUT-OFF VALVE AND CAP. 3/4" CW SERVICE TO 2" CW SERVICE TO BUILDING. P-4 SEE 1/P-101 FOR CONTINUATION. P-4 3/4" CW- 1" CW P-11 P-44 1/2" HW/CW TO P-2 1/2" HW/CW TO P-11 PA TYPICAL. P-44, TYPICAL. 1/2" 1/2" F 1/2" HWR P-1 P-1 DUMPSTER HYDRANT. SEE 3/P-101 FOR CONTINUATION. P-40 WYE STRAINER E o D o° 19 CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com rP�r L_ ti No. 53568 �%0 •0+•,'. STATE OF r • A- a. .' ��► d�40* •;��0 R 1 AL'Fa•'� This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by MarkT Mark T Kurzynske Kurzy Date: 2020.11.25 c nske 10:39:43 -06'00' 1 � U) U. 0 r 40 UL Q M J >M 1 J J J ,L 0 >= m J Q 0 UJ a, a B 0W N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11 /25t202O For Bid CONSULTANT PROJECT# 20090.CC.S A PRINTED FOR PERMIT DATE 07/27/2020 DRAWN BY DSF Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET WATER RISER DIAGRAM a SHEET NUMBER 4 3 2 P=302 4 3 2 1 E A C« B VALVE TAG LEGEND VALVE VALVE POSITION 1) MAIN WATER SHUT-OFF NORMALLY OPEN 2O MAIN DRAIN NORMALLY CLOSED 3O ACCESSORY SHUT-OFF NORMALLY OPEN ® WATER FILTER INLET NORMALLY OPEN 0 RECIRC PUMP ISOLATION VALVE NORMALLY OPEN © WATER HEATER INLET NORMALLY OPEN 7ORESTROOM & KITCHEN COLD WATER NORMALLY OPEN ® POST HYDRANT COLD WATER NORMALLY OPEN O GAS TO WATER HEATER NORMALLY OPEN 10 WATER HEATER OUTLET NORMALLY OPEN NOTE: HANDLE IN -LINE WITH PIPING = VALVE OPEN LAMINATE VALVE TAG LEGEND AND MOUNT PERMANENTLY WHERE SHOWN ON WATER HEATER DETAIL IN AN ALUMINUM FRAME EQUAL TO SETON #68624. VALVE TAG 2Q� VALVE TAG SYMBOL AS SHOWN ON DETAIL 6/P-303. PROVIDE 1-1/2" ROUND BRASS VALVE TAG WITH 1/2" HIGH BLACK FILLED LETTERING. EACH TAG SHALL INDICATE VALVE NUMBER AND WILL ALSO HAVE "PLBG" STAMPED ON THE TAG IN 1/4" HIGH BLACK FILLED LETTERING EQUAL TO SETON #M4506. HANG WITH BRASS JACK CHAIN ON VALVE HANDLE. VALVE TAGS AND LEGEND NOT TO SCALE WATER FILTRATION SYSTEM NOTES: 1. CHICK-FIL-A CONTRACTOR IS RESPONSIBLE FOR 3/4" CAPPED WATER LINE FOR RO SYSTEM. SEE DETAIL #7 BELOW. 2. CHICK-FIL-A CONTRACTOR IS RESPONSIBLE FOR WATER FILTER CONNECTIONS FROM PROTOTYPICAL T1 FILTRATION SYSTEM (#350). SEE DETAIL #5 THIS SHEET. 3. CONTRACTOR SHALL REVIEW DESIGNOTE 2020-017 AND SYSTEMS TYPE GUIDE DEVELOPED BY CFA & KINECTICO. 120 *Plumbing in Red to be done by CFA Contractors KINETICO INSTALLATION DRAWINGS NOT TO SCALE Please note: All dimensions are approx. - Not an official drawing - Not for construction TI D m 0 I 0 rD rD A �v 0 lk 2. KITCHEN EQUIPMENT SCHEDULE TAG DESCRIPTION FW FW2 CW HW WASTE ROUGH -IN 305 TEA BREWER 1/2" X X X X P-24, SEE K-611 & 6/P-211 308 COFFEE MAKER 1/2" X X X X P-24, SEE K-611 & 6/P-211 318A CARBONATOR BFP PANEL 3/4" X X X X P-28, SEE K-611 350 WATER FILTER PANEL (3) 3/4" 3/4" 3/4" X X SEE DET 5/P-303 360E EMERGENCY EYEWASH STATION X X 1/2"* 1/211* X *1/2" TEPID WATER FROM P-42, SEE K-611 & 1/P-201 363 DISHWASHER X X 1/2" X INDIRECT TO P-13A P-41, SEE K-611 & 1/P-201 365 POT SINK X X (2) 1/2" (2) 1/2" INDIRECT TWO #365F FAUCETS, P-9 SEE K-611 367 VEGETABLE PREP SINK X X 1/2" 1/2" INDIRECT #367F FAUCET, P-8 SEE K-611 367FW FILTERED WATER FAUCET (2) 1/2" X X X X P-30 48" AFF. 370 MOP SINK X X 1/2" 1/2" 3" P-35 P-7 SEE K-611 380 ICE MAKER X (3) 1/2" X X INDIRECT P-23 SEE K-611 & 3/P-201 381 ICE BIN (1 HEAD) X X X X INDIRECT SEE DET 3/P-201 384 ICE BIN (2 HEAD) X X X X INDIRECT SEE DET 3/P-201 592 RETHERMALIZER X X 1/2" X INDIRECT SEE DET 3/P-302 3/4" FILTERED WATER (FW) TO WALL MOUNT FILTERED WATER FAUCET, P-30. 3/4" FILTERED WATER (FW) TO CARBONATORS. 1" CW WITH FULL PORT BALL VALVE. RAW SAMPLE TAP 3/4" CW CONNECTION TO FILTER SYSTEM BY PLUMBER. BLOCKING WITHIN WALL PROVIDED BY GENERAL CONTRACTOR. COORDINATE LOCATION WITH GC. PLUMBING CONTRACTOR TO EXTEND FLEXIBLE DRAIN LINE FROM FILTER PANEL DRAIN TO FUNNEL DRAIN P-26 BELOW. - PIPING AT WATER FILTER NOT TO SCALE REFER TO KINETICO SHOP DRAWINGS SEE 1/P-201 FOR CONTINUATION. TYPICAL. 3/4" FILTERED WATER (FW) TO COFFEE AND TEA BREWERS. 3/4" FILTERED WATER, (FW2), TO ICE MAKERS. - - - - - - T- FROM KINETICO C _ FILTRATION SYSTEM. COORDINATE WITH KITCHEN ELEVATIONS FOR WATER FILTER MOUNTING HEIGHT. POINT OF PLUMBING CONNECTION TO FILTER SYSTEM. BY PLUMBER OWNER SUPPLIED WATER FILTERS. PLUMBER TO MOUNT ON WALL AND MAKE FINAL PIPING CONNECTION TO WATER FILTER. NOTES TO WATER HEATER INSTALLER: 1. POSITION VALVES AND TRIM IN MECH ROOM SUCH THAT VALVES AND TRIM ARE UNOBSTRUCTED TO VIEW AND SO THAT ACCESS FOR OPERATION OR REPAIR IS POSSIBLE WITHOUT USE OF STEP LADDERS OR NEED TO DISASSEMBLE ANY COMPONENTS. 2. VENT HEATER UP THRU MECH ROOM ROOF AND PROVIDE FRESH AIR PIPING PER MANUFACTURER'S RECOMMENDATIONS. 1" HW. SEE 1/P-201 FOR CONTINUATION. SURFACE MOUNTED PIPING. OFFSET UPWARD AS NEEDED TO ACCOMMODATE VALVES, EXPANSION TANK, ETC. VACUUM RELIEF VALVE, P-17. UNION, TYPICAL. PROVIDE DIELECTRIC TYPE AT DISSIMILAR PIPING MATERIALS. PROVIDE HEAT TRAP NIPPLES IN VERTICAL DROPS NEAR TANK. 10 1 Elii.l�i9 HARD PIPE FINAL CONNECTION, NO FLEX PIPE. GAS SUPPLY PIPING FROM ROOF. FULL LINE 90 GAS SIZE DIRT LEG COCK u PIPING AT WATER HEATER NOT TO SCALE 1/2" HWR. SEE 1/P-201 FOR 1" CW. SEE 1/P-201 FOR CONTINUATION. �— CONTINUATION. 1. FIXTURE CONNECTION SCHEDULE MARK FIXTURE FW FW2 CW HW WASTE P-1 WATER CLOSET - FLOOR MOUNT (1.28 GPF) X X 1" X 3" P-2 WATER CLOSET - ADA FLOOR MOUNT (1.28 GPF) X X 1" X 3" P-3 URINAL - ADA WALL HUNG (0.125 GPF) X X 3/4" X 2" P-4 LAVATORY - ADA COUNTERTOP (0.50 GPM) X X 1/2" 1/2" 1-1/4" P-5 KITCHEN HAND SINK - WALL HUNG (1.0 GPM) X X 1/2" 1/2" 1-1/2" P-6 SINGLE COMP SINK - COUNTERTOP (1.0 GPM) X X 1/2" 1/2" 1-1/2" P-7 MOP SINK X X 1/2" 1/2" 3" P-8 VEGETABLE PREP SINK (0.65 GPM SPRAYER) X X 1/2" 1/2" (2) 1-1/2" P-9 POT SINK (0.65 GPM SPRAYER) X X (2) 1/2" (2) 1/2" (4) 1-1/2" P-10 FLOOR DRAIN (ROUND TOP) X X X X 3" P-11 WALL HYDRANT (NON FREEZE) X X 3/4" X X P-12 FUNNEL DRAIN (3") X X X X 3" P-13A FLOOR SINK (4") 12" TOP X X X X 4" P-13B FLOOR SINK (3") 8" TOP X X X X 3" P-14 CLEANOUT INSIDE BUILDING X X X X SEE PLAN P-15 CLEANOUT OUTSIDE BUILDING X X X X SEE PLAN P-16 3-WAY VALVE/ VACUUM BREAKER X X 3/4" 3/4" X P-17 VACUUM RELIEF VALVE X X 3/4" X X P-18 EXPANSION TANK X X 3/4" X X P-19 WATER HEATER X X 1" 1" X P-20 THERMOMETER X X X 1/2" X P-21 BACKFLOW PREVENTER X X 1-1/2" X X P-22 MOP SINK CHECK VALVES X X 1/2" 1/2" X P-23 UTILITY CONNECTION (ICE MAKER) X 1/2" X X X P-24 UTILITY CONNECTION (COFFEE & TEA) 1/2" X X X X P-25 SHOCK ABSORBER 1/2" 1/2" & 3/4" 1/2" 1/2" X P-26 FUNNEL DRAIN X X X X 3" P-26A TRAP SEAL PROTECTOR X X X X 3" P-27 WATER PRESSURE GAUGE X X 1/4" X X P-28 BALL VALVE-CARBONATOR STOP/BFP PANEL 3/4" X X X X P-29A ICE MACHINE TRENCH DRAIN (18") X X X X 4" P-29B ICE MACHINE TRENCH DRAIN (36") X X X X 4" P-30 FILTERED WATER FAUCET (2) 1/2" X X X X P-31 DUMPSTER POST HYDRANT X X 3/4" X X P-32 DUMPSTER DRAIN X X X X 3" P-33 TRAP PRIMER (MECHANICAL TYPE) X X 1/2" X X P-34 DISPENSER BACKFLOW PREVENTER 1/2" X X X X P-35 FLOOR DRAIN X X X X 3" P-36 BEVERAGE TOWER INDIRECT RECEIVER X X X X 3" P-37 FLOOR DRAIN (SQUARE TOP) X X X X 3" P-38 HOT WATER CIRCULATING PUMP X X X 1/2" X P-39 PRESSURE REDUCING VALVE X X 2" X X P-40 WYE STRAINER X X 2" X X P-41 C DISHWASHER SUPPLY VALVES - CHAMPION X X 3/4" X X P-42 EMERGENCY EYEWASH MIXING VALVE X X 1/2" 1/2" X P-43 RETHERMALIZER SUPPLY VALVE X X 3/4" X X P-44 LAVATORY - ADA WALL HUNG (0.50 GPM) X X 1/2" 1/2" 1-1/4" NOTES: 1) REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT INSTALLATION AND HOOK-UP RESPONSIBILITIES. 2O DO NOT MANIFOLD POT OR PREP SINK DRAINS TOGETHER UNLESS ALLOWED BY LOCAL AUTHORITY. AQUASTAT. PLUMBING CONTRACTOR A " TO MOUNT AND WIRE. LOCATE WITHIN CW TO SEE 1/P-20 l'-0" OF WALL PENETRATION. SE 1" HWR X 8" LONG MECH. REQUIRED AT AQUASTAT. EXTERIOR WALL - - P-20 THERMOMETER, TYPICAL OF TWO. O P-38 HW RECIRC PUMP WITH - INTEGRAL CHECK VALVE. �- _ 1" FULL PORT BALL VALVE WITH O 1" DIA NIBCO MODEL T-480 RING O CHECK VALVE OUTLINE OF 30" WII © CLEAR SPACE ON V 1/2" BOILER WALL SPACE INTEN 1 DRAIN BOOSTER PUMP IF EXPANSION TANK, P-18. LOCATE 2 X 6 SUPPORT BLC NEAR WALL. SWING HORIZONTAL TYPICAL AT TOP, M CW PIPING TO LOCATE 1" CW CLEAR SPACE. COC DROP AS CLOSE TO WALL AS CONTRACTOR TO E 41 POSSIBLE. SEE 1/P-201. PUMP PANEL SUPP, T&P VALVE PIPED FULL SIZE TO DRAIN WITH TYPE 'L' COPPER. ROUTE OUTSIDE BLDG WHERE REQUIRED BY CODE. P-40 WYE STRAINEI MESH SCREEN, STF LAMINATED VALVE AND BLOW DOWN E TAG LEGEND 1" CW BALL VALVE, WITH' PLACE 1/2" QUARRY TILE SPACERS SEE VALVE TAG DE BENEATH WATER HEATER TO ELEVATE WATER HEATER 1" OFF FLOOR. NOTE OF SPECIAL IMPORTANCE: 1. LOCATIONS OF 2" CW RISER AND CLEAR SPACE ARE DIMENSIONED BECAUSE THEY ARE CRITICAL FOR THE FUTURE PUMP PANEL INSTALLATION. 2. GENERAL CONTRACTOR SHALL ENSURE OTHER TRADES SHALL NOT INSTALL ANY OTHER BUILDING COMPONENT WITHIN CLEAR SPACE OR WITHIN 10" OF EDGES. ^vvvv r- IV I FvrN CONTINUATION. PIPING AT WATER SERVICE ENTRANCE IN MECHANICAL ROOM NOT TO SCALE J-BOX LOCATION FOR FUTURE BOOSTER PUMP. COORDINATE LOCATION WITH GC AND ELECTRICIAN PRIOR TO WALL ROUGH -IN. J-BOX, CONDUIT, AND CONDUCTORS BY ELECTRICAL. 1" CW TO WALL HYDRANT AND DUMPSTER POST HYDRANT. SEE 1/P-201 FOR CONTINUATION. 2" CW TO RESTROOMS AND KITCHEN. SEE 1/P-201 FOR CONTINUATION. 1" CW TO WATER FILTER. SEE 5/P-303 FOR CONTINUATION. 4LVE DRAIN. IITH OUTLET V-0" AFF. E o D � ° 0 C) CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com {`�{{IkURZ Itlttttl� +`4 GE No.53568 •'--.0 '• STATE OF : �►s �, •.��,� O R � p .• � e`er ',:x01VAIL {'lizoo. This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by Mark T Mark T Kurzynske KurzynskeDate: 2020.11.25 C 10:40:11 06'00' CIO U. 0 r W Um to a M J > 1 J J J U. 0 to J J = 0 0 B � W N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11 /25/2020 For Bid CONSULTANT PROJECT# 20090.CC.S A PRINTED FOR PERMIT DATE 07/27/2020 H DRAWN BY DSF Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET DETAILS AND a SCHEDULES SHEET NUMBER P=303 4 2 1 4 1 3 1 2 1 1 E C N B �1 PROVIDE J-BOX WITH 2" CONDUIT FROM ACCESSIBLE CEILING SPACE DOWN WALL TO ELECTRICAL CHASE IN MILLWORK STUBBED OUT AT 1'-10" AFF. CONTRACTOR SHALL TRANSITION FROM CONDUIT AND CONDUCTORS TO MC CABLE AT JUNCTION BOX ABOVE CEILING FOR CIRCUITS WITHIN THE MILLWORK ® A-21- POS-214 IG O = D2-1, ENLARGED KITCHEN POWER PLAN 1/2" = 1'-0" NOTE FOR GF TYPE RECEPTACLES: THE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL 120 VOLT, 15 AND 20 AMP RECEPTACLE OUTLET BRANCH CIRCUITS IN THE KITCHEN/FOOD PREPARATION AREAS. GROUND FAULT PROTECTION SHALL BE PROVIDED AT THE RECEPTACLE VIA A GROUND FAULT TYPE RECEPTACLE UNLESS OTHERWISE NOTED ON THE PLANS. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. NOTE FOR POS GF IN KITCHEN: THE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL 120 VOLT, 15 AND 20 AMP ISOLATED GROUND RECEPTACLE OUTLET BRANCH CIRCUITS IN THE KITCHEN/FOOD PREPARATION AREAS. GROUND FAULT PROTECTION SHALL BE PROVIDED AT THE BREAKER VIA A GROUND FAULT TYPE BRANCH BREAKER. (GFCI TYPE ISOLATED GRD RECEPTACLES ARE NOT AVAILABLE.) NOTE: RECEPTACLES FOR THE POS EQUIPMENT SHALL BE THE ONLY ITEMS THAT CONNECT TO PANEL-POS. THERE SHALL BE NO OTHER LOADS CONNECTED TO THIS ISOLATED GROUND PANEL AND, IF SO, SHALL BE REMOVED AND RECONNECTED TO ANOTHER PANELBOARD AT THE EXPENSE OF THE CONTRACTOR. REFER TO SHEET E-003 FOR KEYNOTES IN -SIGHT DISCONNECT IF REQUIRED BY AHJ. IISE PROVIDE PAD -LOCKING )N BRANCH BREAKER CONNECT THE FREEZER'S DOOR FRA R TO THE UN LIGHTIN CIRCUIT C [lIq B KITCHEN EQUIPMENT MARK NUMBER, SEE SCHEDULE FOR REQ'MENTS A 19_1y1:11W_1y100111 40111ril,l11171-.34 7 REFER TO THE KITCHEN ELEVATIONS FOR THE ROUGH -IN HEIGHT W o. Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail@kurzynske.com 4.',$, ma's No.53568 %0 :G : STATE OF �o A' � �•. P .••♦ ,mow J'*'*1 ?1VAL,� %*_% This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mark T Kurzv,nske Digitally signed bar Mark'f Kurzynske- Date: 2020.11.24 15- :39-06'00' 1 � JLL p� LL � > M LL Q J m > - a N MN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DE: 1 11/25/2020 For Bid CONSULTANT PROJECT# 20090.CC.S PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY ES Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET ENLARGED KITCHEN POWER PLAN SHEET NUMBER E=301 4 3 P KITCHEN EQUIP NOMENCLATURE NO SCALE 1 4 M E 1 E 7 C B A Branch Panel: A LOCATION: VOLTS: 120/208 Wye A.I.C. SERIES RATING: 65K/1 OK SUPPLY FROM: MDP PHASES: 3 MAINS TYPE: MLO MOUNTING: FLUSH WIRES: 4 MAINS RATING: 250 A ENCLOSURE: NEMAII MCB RATING: NT CKT LOAD DESCRIPTION TRIP POLE A B C POLE TRIP LOAD DESCRIPTION CKT NT H 1 TELEPHONE DT VIDEO (190) 20 A 1 0.240 1.200 ° ' 1 20 A DRINK TOWER (315W) 2 1 3 OFFICE GEN OUTLETS (669) 20 A 1 0.900 1.650 1 20 A TEA BREWER (305) 4 1 5 OFF GEN OUTLETS, PRINTER, MUSIC (CO2) 20 A 1 0.720 1.650 1 20 A TEA BREWER (305) 6 1 H 7 GENERAL OUTLETS 20 A 1 0.410 0.000 1 20 A SPARE 8 1 9 DRINK TOWER (315V1/) 20 A 1 1.200 1.639 1 20 A PANEL-POS THRU PIB 10 M 11 GENERAL OUTLET 20 A 1 0.180 1.200 1 20 A DRINK TOWER (315W) 12 1 1 13 U.C. REFRIG (421) 20 A 1 0.564 1.200 1 20 A DRINK TOWER (315" 14 1 H 15 U.C. REFRIG (421) 20 A 1 . 0.756 0.360 1 20 A SECURITY SYSTEM 16 L 1 17 U.C. REFRIG (420L) 20 A 1 0.564 1.140 3 15 A COOLER CONDENSER / EVAP COIL (449) 18 LO 19 SPARE 20 A 1 0.000 1.258 - - 20 1 21 SINGLE SANDWICH SLIDE (563S) 20 A 1 0.548 1.258 - - - 22 1 23 DOUBLE SANDWICH SLIDE (563D) 20 A 1 10 1.090 1.200 1 20 A DRINK TOWER (315W) 24 1 25 CARBONATOR (320) 20 A 1 10.744 1.956 3 35 A FREEZER CONDENSER / EVAP COIL (410) 26 LO 27 CARBONATOR (320) 20 A 1 0.744 2.222 - - - 28 29 CARBONATOR (320) 20 A 1 0.744 2.222 - - - 30 31 CARBONATOR (320) 20 A 1 0.744 0.500 1 20 A FREEZER HEAT TAPE (410) 32 33 CARBONATOR (320) 20 A 1 NIUM 0.744 10.180 1 20 A GENERAL OUTLET 34 35 BOOSTER PUMP 20 A 2 1.144 4.992 3 60 A FRANKE COLD TABLE (120) 36 37 - - - 1.144 14.056 - - 38 H 39 GENERAL OUTLETS 20 A 1 11111h1M 0.180 4.056 - - - 40 41 SPARE 20 A 1 0.000 1.844 3 60 A FRANKE HOT TABLE (120a) 42 43 SPARE 20 A 1 10.000 14.544 - - - 44 45 SPARE 20 A 1 0.000 3.060 - - - 46 1 47 SPARE 20 A 1 0.000 4.296 3 60 A FRANKE TOASTER TABLE (120c) 48 49 VECTOR OVEN (505VL) 30 A 3 2.633 4.992 - - 50 51 - - - 2.633 4.296 - - - 52 53 - - - 2.633 0.000 - - SPACE 54 55 VECTOR OVEN (505VL) 30 A 3 2.633 0.000 - - SPACE 56 57 - - - 2.633 0.000 - - SPACE 58 59 - - - 2.633 0.000 - - SPACE 60 61 SPACE - - 0.000 0.000 - - SPACE 62 63 SPACE - - _ 0.000 0.000 - - SPACE 64 65 SPACE - - 0.000 0.000 - - SPACE 66 67 SPACE - - 0.000 0.000 - -- SPACE 68 69 SPACE - - 0.000 0.000 - - SPACE 70 71 SPACE - - 0.000 0.000 - - SPACE 72 �A r Total Load: 1 28.82 kVA 1 29.06 l 28.25 kVA Total Amps: 240.9 A 242.9 A 235.4 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 10056 VA 100.00% 10056 VA KITCHEN EQUIPMENT 66592 VA 65.00% 43285 VA Total Conn. Load: 86.1 kVA KITCHEN REFRIG EQUIPMENT 1884 VA 65.00% 1225 VA Total Est. Demand: 62.7 l MISCELLANEOUS 1768 VA 100.00% 1768 VA Total Conn.: 239.1 A Motor 2338 VA 124.47% 2910 VA Total Est. Demand: 174.1 A RECEPTACLES 3491 VA 100.00% 3491 VA Branch Panel: B LOCATION: SUPPLY FROM: MDP MOUNTING: FLUSH ENCLOSURE: NEMA 1 VOLTS: 120/208 Wye PHASES: 3 WIRES: 4 A.I.C. SERIES RATING: 65K/10K MAINS TYPE: MLO MAINS RATING: 250 A MCB RATING: NT CKT LOAD DESCRIPTION TRIP POLE A B C POLE TRIP LOAD DESCRIPTION CKT NT H 1 GENERAL OUTLET 20 A 1 0.180 0.180 0.180 "" "' 0.756 1 20 A GENERAL OUTLET 2 H 3 GENERAL OUTLET 20 A 1 , ,r 1 20 A DOUBLE WORKTOP REFRIG (431) 4 1 H 5 GENERAL OUTLET 20 A 1 0.180 1.500 1 20 A FOOD COOKER/WARMER (565C) 6 1 H 7 MILKSHAKE DISPENSER (300a) 20 A 1 0.120Y 1.128 1.704 1.128 f 1 20 A SINGLE REACH -IN FREEZER (400) 8 1 9 ROOF MOUNTED ICE MAKER (380C) 25 A 3 `_ 1 20 A SINGLE REACH -IN FREEZER (400) 10 1 11 - - - 1.704 1.840 1 20 A FRY HOLDING STATION (560) 12 1 13 - - - 1.704 1.8401 1 20 A FRY HOLDING STATION (560) 14 1 1 15 INTERIOR ICE MAKER (380,380A) 15 A 1 .;= 0.610 0.500 1 20 A D.T. DOOR 16 1 17 DOUBLE LEMONADE BUBBLER (310) 20 A 1q. < 0.943 1.704 3 25 A ROOF MOUNTED ICE MAKER (380C) 18 ll 19 ICE CREAM MACHINE (300X) 25 A 3 2.280 1.704 2.280 1.704 2.280 ,. '' 0.000 - - 20 21 - - -� P: - - 22 23 - - -., R: 1 20 A SPARE 24 25 ROOF RECEPTACLES 20 A 1 0.540 0.000 1.260 0.610 1 20 A SPARE 26 27 DINING AREA OUTLETS 20 A 1 1 15 A INTERIOR ICE MAKER (380,380A) 28 1 29 DINING AREA OUTLETS 20 A 1 a ^1.800 1.440 0.000 1 20 A FACP (WHEN REQUIRED) 30 L 1 31 FLY LIGHT SYSTEM (211 B,C) 20 A 1 0.234 '° ` " 1 20 A TRASH COMPACTOR (TC) 32 H 33 LEMON JUICER STAND (607) 20 A 1 0.516 0.000 1 20 A REFUSE ENCLOSURE 34 1 35 DOUBLE LEMONADE BUBBLER (310) 20 A 1 « „ ,, 1.800 2.000 0.943 0.360 1 20 A T500/SHUNT TRIP (269,270) 36 L LO,I 37 ICE CREAM MACHINE (300X) 20 A 3 1.800 2.000 2 20 A COFFEE MAKER (308) 38 39 - - - - - - 40 41 - - - 1.80010.9601 1 20 A UNHEATED AIR DOOR (AD-2) 42 LO 43 HEATED AIR DOOR (AD-1) 45 A 3 4.068 0.180 1 20 A GENERAL OUTLETS/DOORBELL 44 45 - - - - 4.068 2.185 4.068 10.000 1 20 A OPTIONAL COMPRESSOR 46 47 - - -- y 1 20 A (1 OF 2 LOCATIONS) 48 49 ROOF MOUNTED ICE MAKER (380C) 25 A 3 1.704 1.800 1 20 A TRASH COMPACTOR (TC) 50 51 - - - 1.704 0.600 .. 1 15 A INTERIOR ICE MAKER (380) 52 1 53 - - - 1.704 1.800 1 20 A TRASH COMPACTOR (TC) 54 55 SPARE 20 A 1 0.000 0.000 0.000 0.000 1 20 A SPARE 56 57 SPARE 20 A 1 = : 1 20 A SPARE 58 59 SPARE 20 A 1 0.000 0.000 1 20 A SPARE 60 61 SPACE - - 0.000 0.000 - - SPACE 62 63 SPACE - - 0.000 0.000 - - SPACE 64 65 SPACE - - 0.000 0.000 - - SPACE 66 67 SPACE - - 0.000 0.000 0.000 0.000 - - SPACE 68 69 SPACE - - - - SPACE 70 71 SPACE - - 0.000 10.0001 SPACE 72 Total Load: 23.26 kVA 23.60 kVA 23.23 kVA Total Amps: 193.9 A 196.7 A 193.6 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HEAT 12204 VA 100.00% 12204 VA KITCHEN EQUIPMENT 26198 VA 65.00% 17029 VA Total Conn. Load: 69.7 kVA KITCHEN REFRIG EQUIPMENT 17911 VA 65.00% 11642 VA Total Est Demand: 54.9 kVA LIGHTING 90 VA 125.00% 113 VA Total Conn.: 193.6 A MISCELLANEOUS 144 VA 100.00% 144 VA Total Est Demand: 152.3 A Motor 9045 VA 106.04% 9591 VA RECEPTACLES 4140 VA 100.00% 4140 VA GFCI REQUIREMENTS PER 2017 NEC: THE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL RECEPTACLE OUTLET BRANCH CIRCUITS (IN ADDITION TO WHAT IS INDICATED IN THESE DOCUMENTS FOR 15 AND 20 AMP, 120 VOLT RECEPTACLES) IN THE KITCHEN/FOOD PREPARATION AREAS IN ACCORDANCE WITH THE 2017 EDITION OF THE NEC. GROUND FAULT PROTECTION SHALL BE PROVIDED AT THE BRANCH BREAKER VIA A GROUND FAULT TYPE BREAKER FOR ALL 50 AMP AND LESS RECEPTACLE CIRCUITS UNLESS ALREADY NOTED TO BE PROVIDED WITH AN ACCESSIBLE GFCI TYPE RECEPTACLE. (NOTE THAT SQUARE-D DOES NOT HAVE ANY GFCI TYPE BRANCH BREAKERS ABOVE 50 AMP AVAILABLE AT THIS TIME). Branch Panel: C LOCATION: VOLTS: 120/208 Wye A.I.C. SERIES RATING: 65K/1 OK SUPPLY FROM: MDP PHASES: 3 MAINS TYPE: MLO MOUNTING: FLUSH WIRES: 4 MAINS RATING: 250 A ENCLOSURE: NEMA 1 MCB RATING: NT CKT LOAD DESCRIPTION TRIP POLE A B C POLE TRIP LOAD DESCRIPTION CKT NT J 1 KITCHEN LTG 20 A 1 0.832 0.180 JJFA y0.180 1 20 A DROP CORD OUTLET 2 1 J 3 KITCHEN LTG 20 A 1 0.602 1 20 A DROP CORD OUTLET 4 1 J 5 RESTROOM LTG & EF-3 20 A 1 0.780 2.880 1 30 A HOT HOLDING CABINET (580) 6 I J 7 DINING AREA LTG 20 A 1 0.190 0.276 1 20 A DROP CORD OUTLET 8 1 J 9 PLAY & SERVE AREA LTG 20 A 1 0.128 1.080 1 20 A SALAD PREP TABLE (441) 10 1 J 11 DINING AREA LTG 20 A 1 F' 1.191 0.180 1 20 A GEN OUTLET 12 H 13 SPARE 20 A 1 10.000 10.480 M, 1 20 A DOUBLE REFRIG WORK TABLE (432W) 14 1 J 15 WATER HEATER/PUMP/FILTER 20 A 1 1.440 1.440 MM 20 A BREADING TABLE (440) 16 1 1 H 17 MENUBOARDS (671) 20 A 1 1.602 0.180 1 20 A DROP CORD OUTLET 18 1 B 19 DIRECTIONAL SIGNS 20 A 1 0.360 1.920 1 20 A SINGLE THAWING CABINET (444S) 20 E 21 SITE LIGHTING 20 A 2 0.383 0.804 1 20 A REFRIG EQUIPMENT STAND (422) 22 1 E 23 - - - 0.383 0.1801 1 20 A GEN OUTLET 24 H E 25 SITE LIGHTING 20 A 2 0.459 0.960 1 20 A FLOOR MIXER (600) 26 1 E 27 - - - 0.459 1.440 1 20 A BREADING TABLE (440) 28 D 29 SECURITY/FLAGPOLE LTG 20 A 1 0.347 0.180 1 20 A DROP CORD OUTLET 30 1 C 31 BLDG EXTERIOR LTG 20 A 1 0.360 0.180 1 20 A DROP CORD OUTLET (185) 32 1 J 33 MLOP &OMD CANOPY LTG 20 A 1 J11JUM 0.952 11.920 1 120 A DOUBLE THAWING CABINET (444D) 34 LO 35 FRZR/COOLER LTG (410/449) 20 A 1 1.000 0.000 1 20 A SPARE 36 B 37 MAIN ID SIGN 20 A 1 0.980 1.250 2 20 A EGG STATION (503) 38 B 39 MAIN ID SIGN 20 A 1 0.800 1.250 - - - 40 B 41 MAIN ID SIGN 20 A 1 0.800 0.000 1 20 A SPARE 42 B 43 BUILDING SIGNAGE 20 A 1 0.500 1.920 1 20 A DOUBLE THAWING CABINET (444D) 44 B 45 BUILDING SIGNAGE 20 A 1 0.500 10.000 1 120 A SPARE 46 B 47 BUILDING SIGNAGE 20 A 1 0.500 1.587 1 25 A HOOD EXHAUST FAN (EF-1) 48 A B 49 BUILDING SIGNAGE 20 A 1 0.500 1.587 1 25 A HOOD EXHAUST FAN (EF-2) 50 A J 51 DRIVE THRU ORDERING 20 A 1 0.780 11.056 1 20 A MLOP CANOPY FANS 52 I,J I,J 53 OMD CANOPY FANS 20 A 1 1.056 0.653 1 20 A HOOD CJ FANS 54 A LO 55 DISHWASHER (363) 60 A 3 .880 1.250 2 20 A EGG STATION (503) 56 57 - - - 5.880 1.250 - - 58 59 - - - 5.880 11.250 2 20 A SPARE/FUTURE EGG STATION (503) 60 61 FUTURE/SPARE VECTOR OVEN (505VL) 30 A 3 .633 1.250 - - - 62 63 - - - F 2.633 0.0003E ; - - SPACE 64 65 - - - 2.633 0.000 - - SPACE 66 67 VECTOR OVEN (505VL) 30 A 3 .633 0.000; SPACE 68 69 - - - ` , 2.633 0.000 - - SPACE 70 71 - - - ,',,.` 2.633 0.0001 SPACE 72 1 Total Load: 1 26.54 kVA 27.58 kVA 25.89 kVA Total Amps: 222.0 A 230.7 A 215.8 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals KITCHEN EQUIPMENT 44778 VA 65.00% 29106 VA KITCHEN REFRIG EQUIPMENT 11004 VA 65.00% 7153 VA Total Conn. Load: 80.0 kVA LIGHTING 14321 VA 125.00% 17901 VA Total Est Demand: 64.5 kVA Motor 7936 VA 105.00% 8333 VA Total Conn.: 222.1 A RECEPTACLES 1980 VA 100.00% 1980 VA Total Est Demand: 178.9 A Branch Panel: D1 LOCATION: SUPPLY FROM: MDP MOUNTING: FLUSH ENCLOSURE: NEMA 1 VOLTS: 120/208 Wye PHASES: 3 WIRES: 4 A.I.C. SERIES RATING: 65K/1 OK MAINS TYPE: MLO MAINS RATING: 250 A MCB RATING: NT CKT LOAD DESCRIPTION TRIP POLE A B C POLE I TRIP LOAD DESCRIPTION CKT NT 1 PRESSURE FRYER (523) 50 A 3 4.560 2.640 w :;, 4.560 . 2.640 s ; 3 130 - A - RETHERMALIZER (592) 2 4 3 - -- - 5 4.560 2.640 - -- 6 7 PRESSURE FRYER (523) 50 A 3 4.560 2.892 ,„' 3 50 A CHARGRILL COOKER (524) 8 9 - - - 4.560 3.840 -; - -- 10 11 - - - " 4 ""` 4.560 2.772 - - - 12 13 PRESSURE FRYER (523) 50 A 3 4.560 2.892y 3 50 A CHARGRILL COOKER (524) 14 15 - - - D 4.560 3.840 - - - 16 17 - - - 4.560 2.772 -- - - 18 19 21 PRESSURE FRYER (523) - 50 A - 3 - 4.560 0,000 4.560 0.000., ; SPACE 20 -- - SPACE 22 23 4.560 0.000 -- - SPACE 24 25 PRESSURE FRYER (523) 50 A 3 4.5600.000 6 _. - - SPACE 26 27 - - - 4.560 0.000 v - - SPACE 28 29 - - - `� .. 4.560 0.000 - - SPACE 30 Total Load: 31.22 kVA 33.12 kVA 30.98 kVA Total Amps: 260.5 A 276.3 A 258.2 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals KITCHEN EQUIPMENT 95328 VA 65.00% 61963 VA Total Conn. Load: 95.3 kVA Total Est. Demand: 62.0 kVA Total Conn.: 264.6 A Total Est. Demand: 172.0 A Branch Panel: D2 LOCATION: SUPPLY FROM: MDP MOUNTING: FLUSH ENCLOSURE: NEMA 1 VOLTS: 120/208 Wye PHASES: 3 WIRES: 4 A.I.C. SERIES RATING: 65K/1 OK MAINS TYPE: MLO MAINS RATING: 250 A MCB RATING: NT CKT LOAD DESCRIPTION TRIP POLE A B 1POLE TRIP I LOAD DESCRIPTION CKT NT 1 OPEN FRYER (522) 80 A 3 7.320 4.560 ,.. 3 50 A PRESSURE FRYER (523) 2 3 - - - 7.320 4.560 ¢" - - - 4 5 - - - 7.320 4.560 - - 6 7 OPEN FRYER (522A) 80 A 3 7.320 0.000 -- - SPACE 8 9 - - - 7.320 0.000 ; - - SPACE 10 11 - - - 7.320 0.000 -- - SPACE 12 13 OPEN FRYER (522A) 80 A 3 7.320 0.000 - - SPACE 14 15 - - - 7.320 0.000 - - SPACE 16 17 - - - 7.320 0.000 - - SPACE 18 19 PRESSURE FRYER (523) 50 A 3 4.560 0.000 - - SPACE 20 21 - - - 4.560 0.000 .,, - - SPACE 22 23 - - - k� ' 4.560 0.000 - - SPACE 24 25 SPACE - - 0.000 0.000 - - SPACE 26 27 SPACE - - 4 0.000 0.000 ` ~ - - SPACE 28 29 SPACE - - �.F W 0.000 0.000 - - SPACE 30 Total Load: 31.08 kVA 31.08 l 31.08 kVA Total Amps: 259.0 A 259.0 A 259.0 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals KITCHEN EQUIPMENT 93240 VA 65.00% 60606 VA Total Conn. Load: 93.2 kVA Total Est Demand: 60.6 kVA Total Conn.: 258.8 A Total Est. Demand: 168.2 A Branch Panel: POS LOCATION: SUPPLY FROM: A MOUNTING: FLUSH ENCLOSURE: NEMA 1 VOLTS: 120/120 Single A.I.C. SERIES RATING: 1 OK PHASES:11 MAINS TYPE: MLO WIRES: 3 MAINS RATING: 100 A +IG MCB RATING: PROVIDE JUMPER FOR PHASE A & B NT CKT LOAD DESCRIPTION TRIP POLE A B POLE TRIP LOAD DESCRIPTION CKT NT H 1 COUNTER STATIONS (180,182) 15 A 1 0.198 0.260 1 15 A NETWORK CABINET 2 3 SPACE - - 0.000 0.000 - - SPACE 4 H 5 COUNTER STATIONS (180,182) 15 A 1 1 15 A OFFICE COMPUTER 6 7 SPACE - - - - SPACE 8 H 9 DT POS STATION (180,182) 15 A 1 1 15 A CL TABLE MONITORS (183,182L) 10 1 11 SPACE - - - - SPACE 12 H 13 MLOP POS STATIONS (180,182L) 15 A 1 0.111 0.040 I<; 1 15 A NETWORK CABINET 14 15 SPACE - - 0.000 0.000 - - SPACE 16 H 17 MLOP MONIOTORS (183) 15 A 1 1 15 A ISP MODEM 18 19 SPACE - - - - SPACE 20 H 21 PASS THRU MONITORS (183,182L) 15 A 1 - - SPACE 22 23 SPACE -- - 1 1 20 A BACKFED MAIN BREAKER 24 LO Total Load: 1.64 kVA 0.00 kVA Total Amps: 13.7 A 0.0 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals MISCELLANEOUS 1268 VA 100.00% 1268 VA RECEPTACLES 371 VA 100.00% 371 VA Total Conn. Load: 1.6 ll Total Est. Demand: 1.6 kVA Total Conn.: 13.7 A Total Est Demand: 13.7 A Distibution Panel: MDP LOCATION: VOLTS: 120/208 Wye A.I.C. SERIES RATING: 65K SUPPLY FROM: PHASE... 3 MAINS TYPE: MCB MOUNTING: SURFACE WIRES: 4 MAINS RATING: 1200 A ENCLOSURE: NEMA 3R MCB RATING: 1200 A 1 NT CKT LOAD DESCRIPTION TRIP POLE A B C POLE TRIP LOAD DESCRIPTION CKT NT 1 PANEL -A (SUB -FEEDS PANEL-POS) 250 A 3 28.82 23.26 """ 29.06 2360 ; ,. 3 u - �w�� 250 A - PANEL B - 2 4 3 - _ - 3 K „� � � 5 - - -<u .R- 28.25 23.23 - - - 6 7 PANEL-C 250 A 3 26.54 31.22 3 250 A PANEL-D1 8 ST 9 - - - ,� .- 27.58 33.12 10 25.89 30.98 - - - 12 13 ROOFTOP UNIT 25 TON (AC-1) 150 A 3 117.04 31.08 a 3 250 A PANEL-D2 14 ST 15 - - - R . 17.04 31.08 ' `° - - - 16 1 70 3 8 - 1 19 ROOFTOP UNIT 17.5 TON (AC-2) 100 A 3 10.32 11.40 3 110 A ROOF TOP UNIT 20 TON (AC-3) 20 21 -: , A ; ,. 10.32 11.40,.,. h , =: -- - - 22 23-- o 10.32 11.40 24 25 TVSS(PER NEC 230.17) 30 A 3 0.00 0.00 �, . A: , _ r „.. ; ` - - SPACE 26 27 - 0.00 0.00 - - - 28 29 0.00 0.00. - - - 30 Total Load: 179.7 kVA Total Amps: 1499.3 A 183.2 kVA 1528.6 A 178.2 l 1485.0 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HEAT 12204 VA 100.00% 12204 VA HVAC 126336 VA 100.00% 126336 VA Total Conn. Load: 540.7 kVA KITCHEN EQUIPMENT 326136 VA 65.00% 211988 VA Total Est. Demand: 420.0 kVA KITCHEN REFRIG EQUIPMENT 30799 VA 65.00% 20019 VA Total Conn.: 1500.9 A LIGHTING 14411 VA 125.00% 18014 VA Total Est. Demand: 1165.7 A MISCELLANEOUS 1912 VA 100.00% 1912 VA Motor 19319 VA 102.96% 19891 VA RECEPTACLES 9611 VA 100.00% 9611 VA LOAD SUMMARY TOTAL CONNECTED KVA IF TOTAL LOAD IS 0_200 KVA IF TOTAL LOAD IS 201_325 KVA IF TOTAL LOAD IS 326-800 KVA IF TOTAL LOAD IS OVER 800 KVA DIVERSIFIED AMPS AT 208 VOLT 540.72 kVA 0 0 359.57 0 998.82 PANELBOARD NOTES AO CONTROLLED BY RELAY IN CONTROL PANEL CFA-T500 AND STORE -OPEN EXHAUST FAN SWITCH. PANELBOARD SUPPLIER TO PROVIDE NOTATION ON CIRCUIT THAT THE CFA-T500 ALSO HAS AN INTEGRAL BREAKER ON THE FAN CIRCUITS FOR THE DISCONNECTION OF POWER AT THE CONTROLLER PER THE NEC. SEE CFA-T500 CONTROL PANEL CONNECTION DIAGRAM ON E-001. © CONTROLLED BY EXTERIOR SIGN RELAY IN CONTROL PANEL CFA-T500. © CONTROLLED BY EXTERIOR LIGHTING RELAY IN CONTROL PANEL CFA-T500. Op CONTROLLED BY EXTERIOR LIGHTING RELAY - DUSK TO DAWN ZONE. O CONTROLLED BY PARKING LOT LIGHTING CONTROL SWITCH. O GFCI TYPE BREAKER TO BE 30MA TYPE BREAKER. ® GROUND FAULT. O THE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL 120 VOLT, 15 AND 20 AMP, RECEPTACLES IN THE KITCHEN/FOOD PREPARATION AREA. THE GROUND FAULT PROTECTION SHALL BE PROVIDED AT THE RECEPTACLE AS A GROUND FAULT TYPE RECEPTACLE UNLESS NOTED OTHERWISE. (NOTE THAT THE RECEPTACLES FOR THE OEP BOXES, THE KITCHEN/SERVING AREA, SERVING EQUIPMENT, AND THE CIRCUIT FOR THE FLY SYSTEM SHALL BE PROTECTED BY GROUND FAULT TYPE CIRCUIT BREAKERS RATHER THAN GROUND FAULT TYPE RECEPTACLES SINCE ISOLATED GROUNDING TYPE RECEPTACLES, AND CLOCK TYPE RECEPTACLES ARE NOT AVAILABLE AS GROUND FAULT TYPE.) GFCI BREAKERS REQUIRE A DEDICATED NEUTRAL (NOT SHARED) TO OPERATE PROPERLY. ® HIGH MAG LOAD. 0 GFCI TYPE BREAKER TO BE 5MA TYPE BREAKER. IG ISOLATED GROUND. O CONTROLLED BY INTERIOR LIGHTING RELAYS IN CONTROL PANEL T-500. LIGHTS SHALL TURN ON WHEN STORE IS OCCUPIED. © LOCK -ON. LOCK -OFF FOR MAINTENANCE. SHUNT TRIP. INTERLOCK W/ ANSUL SYSTEM VIA T-500 PANEL. E oDD D 9D"O� VSA6 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 C B A Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail@kurzynske.com 1♦4itiill8118 No.53568 -.O • :Au.- 0 STATE OFORSW lily ♦tit �*.....•*'' � � 0At A i♦0; 10-`♦ This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mark Kur V � = a C� Nui nske r Q M � M W J J LL D 000 m J J J J = Q 0 W tom. N FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# 20090.CC.S PRINTED FOR PERMIT DATE 07/29/2020 H DRAWN BY ES Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET W PANEL SCHEDULES SHEET NUMBER E=501 L 4 3 011 1 4 3 F 1 E 0 C B A TO AC-1 33; 150A TO AC-2 27; 100A TO AC-3 PANEL MDP 1200A MCB F ............................. 250/3 25013 PER NEC 230.71(A) THIS DEVICE SHALL NOT BE j CONSIDERED A SERVICE DISCONNECTING MEANS BECAUSE IT IS SOLELY 1 USED FOR A SURGE SUPPRESSION DEVICE. i TVSS � I I SA FIELD CONNECT �- SURGE ARRESTOR TO MAIN LUGS FOUR 4" CONDUITS, EACH WITH 4#350 KCMIL 250/3 150/3 100/3 30/3 250/3/ST 250/3/ST 110/3 -0 o SPACE 1#6 IN 3/4" CONDUIT TO PHONE SERVICE NEUTRALBAR #4/0 MAIN BONDING JUMPER THE GFCI BRANCH BREAKERS IN PANELS D1 AND D2 ARE 65K SERIES RATED WITH AN UPSTREAM BREAKER NO LARGER THAN 250 AMP. THE 250 AMP PANELS D1 AND D2 ARE 55" HIGH AND CANNOT BE STACKED. j PANEL D1 j j PANEL D2 j i 250A MLO i i 250A MLO i I I I I I I I I I I I I I I I I I 1 40; 250A GROUND BAR (BONDED TO THE ENCLOSURE) GROUND PER NEC 250; 1#3/0 MINIMUM IN 3/4"C TO MAIN WATER SERVICE PIPE WITH 1#4 FROM THE MAIN WATER SERVICE PIPE TO THE REFER TO THE ELECTRICAL PLAN GROUNDING COMPONENTS (I.E. AND/OR SITE PLAN FOR ROUTING TO GROUND ROD, CONCRETE THE POWER COMPANY'S ENCASED ELECTRODE) AND A #3/0 TRANSFORMER AND THRU A METER BONDING JUMPER (PER 250.53.0 IF IT IS ON THE BUILDING (WITH CT AND TABLE 250.66) TO THE STEEL CABINET) OR ON THE TRANSFORMER. STRUCTURE - IF APPLICABLE. SINGLE LINE DIAGRAM C2 NO SCALE SINGLE -LINE DIAGRAM NOTES 1. VERIFY SERVICE LOCATIONS AND CONFORM TO THE REQUIREMENTS OF THE POWER COMPANY AND/OR DEVELOPER. POWER COMPANY AND/OR DEVELOPER SHALL BE CONTACTED PRIOR TO BEGINNING CONSTRUCTION TO ARRANGE AND VERIFY FOR THE INSTALLATION OF THE POWER COMPANY SERVICE, METER, AND OTHER ITEMS. 2. GROUND ALL EQUIPMENT AND SERVICES IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, LOCAL APPLICABLE CODES, AND ALSO AS INDICATED ON DRAWINGS. 3. MAKE NECESSARY INSPECTIONS OF EXISTING SITE AND SERVICE LOCATIONS AS REQUIRED FOR THIS WORK AND MAKE ALLOWANCE FOR EXISTING CONDITIONS BEFORE SUBMITTING BID. VERIFY WORK REQUIRED WITH POWER COMPANY AND TELEPHONE COMPANY. 4. CUT AND PATCH THE CONSTRUCTION WORK AS REQUIRED FOR PROPER INSTALLATION OF THE ELECTRICAL WORK. ALL PATCHING SHALL MATCH THE SURROUNDING WORK TO THE SATISFACTION OF THE ARCHITECT. ALL CONDUIT SHALL BE INSTALLED CONCEALED UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. COORDINATE SAW CUTTING WITH LANDLORD'S OR OWNER'S REPRESENTATIVE. 5. WIRE AND CABLE: A. CONDUCTORS SHALL BE COPPER, #12 AWG, MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE. B. CONDUCTOR #10 AWG AND SMALLER SHALL BE SOLID AND #8 AWG AND LARGER SHALL BE STRANDED. INSULATION SHALL BE 600 VOLT, THHN/THWN. 6. PROVIDE ENGRAVED LAMINATED PHENOLIC BLOCK -ON -WHITE (UNLESS NOTED OTHERWISE) NAMEPLATES SECURED TO EQUIPMENT WITH ADHESIVE AND SCREWS FOR PANELBOARDS, RELAY CABINETS, TRANSFORMERS, DISTRIBUTION BOARDS, AND MAIN PANELBOARD - IDENTIFYING EQUIPMENT DESIGNATION (CORRESPONDING WITH DESIGNATION USED ON DRAWINGS) AND EQUIPMENT VOLTAGE. LETTERING SHALL BE 1/4" HIGH. PROVIDE LABELS FOR CIRCUIT BREAKERS, FUSIBLE SWITCHES AND STARTERS IN PANELBOARDS AND DISTRIBUTION BOARDS FOR EACH DEVICE IDENTIFYING EQUIPMENT CONTROLLED. LETTERING SHALL BE 1/8" HIGH. 7. ALL DEVICES SHALL HAVE AN INTERRUPTING CAPACITY NOT LESS THAN THE POWER COMPANY AVAILABLE FAULT CURRENT, OR AS INDICATED ON THE DRAWINGS. 8. 120/208 VOLT BRANCH CIRCUIT PANELBOARD BREAKERS SHALL HAVE A MINIMUM U.L. SERIES RATING OF 65 KAIC WITH UP -STREAM FEEDER BREAKERS AS NOTED. 9. AVAILABLE SPACE FOR MAIN PANELBOARD IS LIMITED. PANELBOARD MUST FIN IN ALLOCATED SPACE. COORDINATE WITH CONSTRUCTION AS REQUIRED. 10. ALL WIRING SHALL BE IN CONDUIT, E.M.T OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS AND WITH GREEN EQUIPMENT GROUNDING CONDUCTORS. ------------- j PANEL C j i 250A MLO i I I I I I I 1L-----J-------- 40; 250A 1 BRANCH FEEDER MARK NUMBER WITH AMPERAGE, REFER TO THE CONDUIT AND CONDUCTORS SCHEDULE (THIS SHEET) FOR REQUIREMENTS (TYP) ------------- j PANEL B j i 250A MLO i I I I I I 1 I I I 1 40; 250A ------------- j PANEL A j 250A MLO 40; 250A PANEL POS 100A MLO PROVIDE A JUMPER ON THE j LUGS OF PANEL-POS SO THAT BOTH PHASE BARS ARE TIED TO THE ONE 120V PHASE CONDUCTOR FROM --1--� THE PIB 4; 20A 4+IG; 20A J in POWER INTERFACE BOX (PIB). PROVIDE INCOMING J-BOX AND OUTGOING J-BOX FLUSH IN THE WALL WITH FLEX CONDUIT CONNECTIONS TO THE PIB. THE CONDUCTORS ARE TO CONNECT TO THE TERMINAL BLOCKS OF THE PIB. SWITCHGEAR AND CONTROL EQUIPMENT NOTES 1. PURCHASE PANELBOARDS, SURGE ARRESTOR, AND TVSS FROM ONE OF THE TWO NATIONAL ACCOUNTS VENDORS (SEE SHEET E-902 SECTION C16440, PANELBOARDS) PROVIDING SQUARE-D EQUIPMENT. NO SUBSTITUTIONS ALLOWED. 2. PURCHASE CONTROL PANEL'CFA-T500' FROM SUNCOAST ENVIRONMENTAL, INC. (NO SUBSTITUTIONS ALLOWED). ALL EQUIPMENT IN THE CONTROL PANEL SHALL BE INSTALLED, WIRED AND CONNECTED AT THE FACTORY, INCLUDING AUTOMATIC LIGHTING CONTROL SYSTEM, LIGHTING RELAYS, HVAC STARTERS, POWER SUPPLIES, MISCELLANEOUS RELAYS AND CONTROLS, AND THERMOSTATS. 3. CONTRACTOR SHALL PROVIDE PANEL FEEDERS A, B, C, D, AND POS, BRANCH CIRCUIT CONDUIT AND WIRE, AND INSTALL ALL EQUIPMENT AS REQUIRED. 4. ALL BREAKERS AND PANELS SHALL BE SQUARE-D. 5. TVSS AND SURGE ARRESTOR UNITS SHALL BE MOUNTED DIRECTLY ADJACENT TO THE SIDE OF THE MAIN DISTRIBUTION PANEL IN NEMA 3R ENCLOSURES. CLOSE NIPPLE THE UNITS TO THE SIDE OF THE PANEL. PROVIDE CONNECTION OF TVSS UNIT TO BREAKER IN PANEL. CONNECT SURGE ARRESTOR TO MAIN INCOMING LUGS OF THE PANE. CONNECT USING MINIMUM LENGTH OF WIRE WITHOUT SHARP BENDS IN THE WIRE AND SHALL NOT BE LENGTHENED FROM WIRE LENGTH PROVIDED WITH THE TVSS OR SURGE SUPPRESSOR DEVICE. J 131 CONDUIT AND CONDUCTORS SCHEDULE Mark No. OCP Device (Amp/Poles) Conductors Total Am s Conductors Raceway Size Nominal Inches Phase &Neutral Min Eq Grd No. Phase, Neutral & Equip Grd With IG 60d C 75d C Qty Size Type Q /Set Size Sets EMT IMC RIGID PVC EMT IMC PVC 1 20/1 20 - 2 12 THHN 1 12 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 2 20/2 20 - 3 12 THHN 1 12 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 3 20/3 20 - 4 12 ITHHN 1 12 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 4 25/1 30 - 2 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 5 25/2 30 - 3 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 6 25/3 30 - 4 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 7 30/1 30 - 2 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 8 30/2 30 - 3 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 9 30/3 30 - 4 10 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 10 40/1 40 - 2 8 THHN 1 10 One 10.75 0.75 0.75 0.75 0.75 0.75 0.75 11 40/2 40 - 3 8 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 12 40/3 40 - 4 8 THHN1 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 1.00 13 50/1 55 - 2 6 THHN 1 10 One 0.75 0.75 0.75 0.75 0.75 0.75 0.75 14 50/2 55 - 3 6 THHN 1 10 One 0.75 0.75 0.75 0.75 1.00 1.00 1.00 15 50/3 55 - 4 6 THHN 1 10 One 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16 60/1 70 - 2 4 THW 1 8 One 1.00 1.00 1.00 1.00 1.25 1.00 1.25 17 60/2 70 - 3 4 THW 1 8 One 1.25 1.00 1.25 1.25 1.25 1.25 1.25 18 60/3 70 - 4 4 THW 1 8 One 1.25 1.25 1.25 1.25 1.25 1.25 1.25 19 70/1 70 - 2 4 THW 1 8 One 1.00 1.00 1.00 1.00 1.25 1.00 1.25 20 70/2 70 - 3 4 THW 1 8 One 1.25 1.00 1.25 1.25 1.25 1.25 1.25 21 70/3 70 - 1 4 4 ITHW 1 8 1 One 1.25 1.25 1.25 1.25 1.25 1.25 1.25 22 80/2 85 - 3 3 THW 1 8 One 1.25 1.25 1.25 1.25 1.25 1.25 1.25 23 80/3 85 - 4 3 THW 1 8 One 1.25 1.25 1.25 1.25 1.50 1.25 1.50 24 90/2 95 - 3 2 THW 1 8 One 1.25 1.25 1.25 1.25 1.50 1.25 1.50 25 90/3 95 - 4 2 THW 1 8 One 1.50 1.25 1.50 1.50 1.50 1.50 1.50 26 100/2 110 - 3 1 THW 1 6 One 1.50 1.50 1.50 1.50 2.00 2.00 2.00 27 100/3 110 - 4 1 THW 1 6 One 2.00 2.00 2.00 2.00 2.00 2.00 2.00 28 110/2 - 115 3 2 THW 1 6 One 1.25 1.25 1.25 1.25 1.50 1.25 1.50 29 110/3 - 115 4 2 THW 1 6 One 1.50 1.25 1.50 1.50 1.50 1.50 1.50 30 125/2 - 130 3 1 THW 1 6 One 1.50 1.50 1.50 1.50 2.00 2.00 2.00 31 125/3 - 130 4 1 THW 1 6 One 2.00 2.00 2.00 2.00 2.00 2.00 2.00 32 150/2 - 150 3 1 /0 THW 1 6 One 2.00 1.50 2.00 2.00 2.00 2.00 2.00 33 150/3 - 150 1 4 1 /0 ITHW 1 6 1 One 2.00 12.00 2.00 2.00 2.00 2.00 2.00 34 175/2 - 175 3 2/0 THW 1 6 One 2.00 2.00 2.00 2.00 2.00 2.00 2.00 35 175/3 - 175 4 2/0 THW 1 6 One 2.00 2.00 2.00 2.00 2.50 2.50 2.50 36 200/2 - 200 3 3/0 THW 1 6 One 2.00 2.00 2.00 2.00 2.50 2.50 2.50 37 200/3 - 200 4 3/0 THW 1 6 One 2.50 2.50 2.50 2.50 2.50 2.50 2.50 38 225/2 - 230 3 4/0 THW 1 4 One 2.50 2.00 2.50 2.50 2.50 2.50 2.50 39 225/3 - 230 4 4/0 THW 1 4 One 2.50 2.50 2.50 2.50 2.50 3.00 3.00 40 250/3 - 255 4 250 THW 1 4 One 2.50 3.00 3.00 3.00 3.00 3.00 3.00 41 A 300/3 - 285 4 300 THW 1 4 One 3.00 3.00 3.00 3.00 3.00 3.00 3.00 41 B 300/3 - 310 4 350 THW 1 4 One 3.00 3.00 3.00 3.00 3.00 3..00 3.00 42A 350/3 - 335 4 400 THW 1 4 One 3.00 3.50 3.50 3.50 3.50 3.50 3.50 42B 350/3 - 380 4 500 THW 1 4 One 3.50 3.50 3.50 3.50 3.50 3.50 3.50 43A 400/3 - 380 4 500 THW 1 3 One 3.50 3.50 3.50 3.50 3.50 3.50 3.50 43B 400/3 - 400 4 3/0 THW 1 3 Two 2.50 2.50 2.50 2.50 2.50 2.50 2.50 44A 600/3 - 570 4 300 THW 1 1 Two 3.00 3.00 3.00 3.00 3.00 3.00 3.00 44B 600/3 - 620 4 350 THW 1 1 Two 3.00 3.00 3.00 3.00 3.00 3.00 3.50 45A 800/3 - 760 4 500 THW 1 1/0 Two 3.50 3.50 3.50 3.50 3.50 3.50 3.50 45B 800/3 - 820 4 600 THW 1 1 /0 Two 4.00 4.00 4.00 4.00 4.00 4.00 4.00 46 1 1000/3 - 1005 4 400 THW 1 2/0 Three 3.50 3.50 3.50 3.50 3.50 3.50 3.50 47 1200/3 - 1240 4 350 THW 1 3/0 Four 3.50 3.50 3.50 3.50 3.50 3.50 4.00 48 1600/3 - 1675 4 1400 1 THW 1 4/0 Five 1 4.00 1 4.00 14.00 4.00 4.00 4.00 4.00 Notes: Conductors are rated at 600 volt or below and are to be copper. NEC Table 310.15(B)(16) - formerly Table 310.16 - is used for the basis of the conductor ampacities, which is not more than three current carrying conductors in a raceway at an ambient temperature of 30 deg C with 60 deg C rated conductors and connectors per 110.14-C-1 for up to 100 amp rated and up to #1 AWG conductors for equipment terminations and 75 deg C rated conductors and termination connectors for larger than 100 amp or above #1 AWG conductors. NEC Tables 4, 5, and Appendix C is used for the basis of the conduit sizes. Table C1 for EMT, Table C4 for IMC, Table C8 for Rigid, and Table C10 for PVC (Sch 40). All Branch Feeders and Branch Circuits shall include a green Equipment Grounding Conductor. Omit Grounding conductor on Service Entrance Feeders. Omit Neutral conductor on all Delta primary transformer feeders or 3 phase loads not requiring a neutral. The above conductors are not calculated for Voltage Drop. Any circuits that exceed 100 feet shall be calculated by the Installer to have less than a three percent voltage drop on feeders and five percent on branch circuits per the NEC. Remote Panel POS 12 Ckt 120V 1-Phase 3-Wire w/ I.G. NOTE: THIS CABLE IS FACTORY WIRED TO THE POWER INTERFACE BOX - - - - - - - - - - - - - - - - - - - I 1 POWERVAR UPM BATTERY BACKUP I I I I I ---- --1, 0 I 0 0 I ABCE1440 -11G (UL 1449 LISTED) I UPM OUTPUT I RECEPTACLE I I I I I I I - - - -+------ J -- 1 ll� TYPICAL ISOLATED o GROUND RECEPTACLE ° 0 0 ISOLATED GROUND 1 STANDARD BAR I GROUND CONTRACTOR TO INSTALL #10 AWG BAR JUMPER BETWEEN FEEDER LUGS a H 0 POWER INTERFACE BOX (PIB) w O_ TB1 PIB OUTPUT a TERMINALSPIB w NORMAL BYPASS OUTLET U TB2IMPUT O Z POWER TERMINALS INPUT OUTPUT L2 N G POWER POWER I I I I NOTES I l III 1. DASHED LINES INDICATE FIELD WIRING. SOLID BOLD LINES INDICATE CABLE & PLUGS THAT CONNECT TO THE UPM & PIB OUTLETS. I I I I i L-----TO GROUND BAR 2. WIRING FROM INPUT BREAKER A-10 TO PIB MUST BE RUN IN SEPARATE CONDUIT OR MC CABLE FROM OUTPUT WIRING. I L------To NEUTRAL BAR 3. BRANCH CIRCUIT WIRING MUST BE RUN IN DEDICATED CONDUITS OR MC CABLE NOT SHARED WITH OTHER EQUIPMENT. 20 AMP M RATED BREAKER 4. ALL BRANCH CIRCUIT RECEPTACLES MUST BE ISOLATED GROUND (IG) TYPE AND ORANGE COLORED TO IDENTIFY CRITICAL CIRCUIT. 5. POWERVAR UPM BATTERY BACKUP IS MOUNTED ON TOP OF THE PIB AND CONNECTS WITH CABLE PLUGS AND OUTLETS. POS AND LAPC/PIB WIRING DIAGRAM NO SCALE E o00� 0 D O A- Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 D Email: mail@kurzynske.com ,�,�tltlttttt#` Na. 53568 ►,t� �� • •mil rt Q. STATE OF r`%+ -� s •,�•O R IV 'S�ON At •� •`` • This item has been electronically signed and sealed by Mark T. Kurzynske, PE on the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Mark Kurzynske Digitally signed by C Mark T Kurzynske Date: 2020.11.24 15:0 • 1-06'00' 1 D U) M=J U= r Q M -Lim > M 1 J J J LL D 0 m J_ >M J = ow o= UJ a, a B W N tiN FSR#04040 BUILDING TYPE / SIZE: P13 LC ALL RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONS U LTANT PROJECT# 20090.CC.S A PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY ES Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET SINGLE LINE DIAGRAM a AND NOTES SHEET NUMBER E=502 4 �3 2 1 4 3 2 E FM C B IJ I CD CID i 0— Q I L— LL I � UJ l z A e INJ I < UJ I .CN LoCD 99 2K-601 1 K-601 PARTIAL EQUIPMENT PLAN - KITCHEN 3/8" = 1'-0" — — — — — — — — — SERVING ■Iti����ii ■i♦� IIIIIIIIIIIIIIIII■� ■li KITCHEN FOR DINING AREA EQUIPMENT PLAN REFER TO SHEET K-201 L I�Ek WEI .ice \�ILl. Ir\Yr w� �w `i I�11 E1) II■ E (3q o N aD CD Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 a O,7OP TriMark Foods Mce Equipment, Supplies and Design STRATEGIC FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX A PRINTED FOR PERMIT DATE 11 /23/2020 DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET ENLARGED EQUIPMENT a FLOOR PLAN SHEET NUMBER K=211 4 3 2 1 I'I.1RlF0R"1EITII ' II' I l I 4 �3 2 1 C a C I CL d c� i Z CL 0I LL LU 0 a Q� W A v ' j �s 1 N Y I �e -------------- - - - - -- 44- Tier I LL- 0) 731 FUTURE 36 EQUIPMENT PARTIAL EQUIPMENT PLAN - KITCHEN 3/8" = 1'-0" 1 K-603 6K-01 _Illli-c is � ii ii(li: FOR DINING AREA EQUIPMENT PLAN REFER TO SHEET K-201L 1K-604 MULTI - PURPOSE 5K-604 7K E o0C)o o p o° CD CD 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0**) .7*,TrPAark Foodservice Equipment, Supplies and Design STRATEGIC 0 Q N J � Cn � M � woJ U. 0 LU Cy a B NZ 4 =n FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX A PRINTED FOR PERMIT DATE 11 /23/2020 H DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET ENLARGED EQUIPMENT a FLOOR PLAN SHEET NUMBER K=212 4 3 2 17 4 3 2 1 E C B I I Nr r} 0 t. i > t .. I.. i Ix <� A <,: `D �T bz r CD : _. Q vl- :. CN, U', _ u SERVING 1/2" — 1'-0" o' fV 8'-0"CLOF BLOCKING T-2"TO TOP OF SHELF 6'-2"TO TOP OF SHELF 5'-11"CLOF BLOCKING /-ik T-10"TOCLOF BLOCKING (V i01) N � DRIVE - THRU 1 /2" - 1'-0" 10'-0" 0 fV JF SHELI d- 1 1 I DRIVE - THRU 1/211 = 1'-0" FURE EQUIP. 183 GEN 1 - 5' 9" .-.,.IN mom_ INL�_.,, IIIEZ ZEN il I'E_l-III _ii���_ I -I m-Illy _ I� �� _ ='I■I III oil�� ■►illII■ I1��� LIM ■I■11 � ■■I ���� �I► 1!1 1 � L W-1 IFE I I- Cfflffi*7 2 SERVING / DRIVE - THRU 1 /2" = 1'-0" 4 DRIVE - THRU 1/2" = 1'-0" T-6"CLOF NOTE: DT LANE CONTROL SWITCHES NOT NEEDED WHEN DT ORDER CANOPY IS PRESENT 5' - 11" CL OF BLOCKING 5'-11"CLOF BLOCKING 3'-10"CLOF At-, BLOCKING c a n DRIVE - THRU 1 /211 = 1'-0" 9,_�„ r 1 1 I SERVING 5 1 /2" — 1'-0" `I 1 RECESSED PIN & SLEEVE RECEPTACLE BOX RE: A+E SHEETS FOR FURTHER DETAILS EQUIPMENT "0 T 183 3" 7" 1'-11"-0" 1'-9" 4"4" 100, ANSUL J� ANSUL u i i i v 6 SERVING 1 /2" = 114" B9 SPAR 183 4". 2' - 7" 4" 4" 261 N N i io R2 MIA 182E $ o �J O E II II 183 F183 _ ITEM #560 SWITCH MOUNTED - r� ON PANEL OF ITEM #105 ❑ w \ o J MOUNT ON REAR OF FIXED CABINET #105 iv 0' 0" t� MOUNT J-BOX c 560INSIDE CABINET FOR CAPTURE JET n KITCHEN 1 /2" = 1'-0" ELECTRICAL LEGEND 888Aa EQUIPMENT NUMBER R3 REFER TO KEYNOTES ON E-SHEETS 14 JUNCTION BOX 101 SIMPLEX RECEPTACLE p DUPLEX RECEPTACLE SWITCH PHONE B TERMINATION OF PVC CONDUI FOR RADIANT POS SYSTEM 10009 DOUBLE DUPLEX RECEPTACLE E SPECIAL RECEPTACLE ❑H HUMIDITY SENSOR TEMPERATURE SENSOR SMOKE DETECTOR LED (2 GANG BOX) S'K SECURITY KEYPAD m SIDE VIEW SURFACE MOUNTED RECEPTACLE CTRICAL ;ESS PANEL CTRICAL CHASE TALL AND SECURE SAFE RE: ARCHITECTURAL SHEETS FOR DETAILS 1'-0" I 1'-5" _� T-4"CLOF BLOCKING • RECESSED PIN & SLEEVE RECEPTACLE BOX RE: A+E SHEETS FOR FURTHER DETAILS E o00� o D oo0°DCD O Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 n N. o;:5), TriM ark Foodservice Equipment, Supplies and Design STRATEGIC FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: V2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX A PRINTED FOR PERMIT DATE 11 /23/2020 DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET ELECTRICAL ROUGH -IN a ELEVATIONS SHEET NUMBER K=601 4 3 1 .4 i i , . �_ a.l L . _ 1. - - - - _ .�. = -'— - - LL .I u 1 I 1 t .. . & - 4 3 2 1 (1) z 0 LIJ ui z 0 Ltd _ d CD �r 0 E AF 10'-2" TRIM F FIN E C B A ELEC• POWER AND DATA FOR TABLES #120, #120A, & #120C COMES FROM ABOVE THROUGH CHASE PROVIDED IN EACH TABLE NOTE: CHASES & WIRING WITHIN TABLES PROVIDE POWER FOR ALL EQUIPMENT ABOVE AND BELOW TABLES RE: EQUIPMENT SCHEDULE AND ELECTRICAL SHEETS FOR MORE INFORMATION 10' - 2" E P31, , I KITCHEN 2 KITCHEN 1 /2" = 1'-0" 1 /2" = 1'-0" 4 KITCHEN 1/2" = 1'-0" n KITCHEN 1/2" = 1'-0" PULL STATION 5 KITCHEN 1/2" = 1'-0" 10'-2" 1mr, KITCHEN 1 /2" = 1'-0" SEE ELEVATION 2K-602 FOR DROP CORD RECEPTACLES SURFACES BETWEEN 36" - 42" AFF ELECTRICAL LEGEND 888Aa EQUIPMENT NUMBER R3 REFER TO KEYNOTES ON E-SHEETS JUNCTION BOX SIMPLEX RECEPTACLE O DUPLEX RECEPTACLE SWITCH PHONE TERMINATION OF PVC CONDUI FOR RADIANT POS SYSTEM O O DOUBLE DUPLEX RECEPTACLE SPECIAL RECEPTACLE a HUMIDITY SENSOR aTEMPERATURE SENSOR [D] SMOKE DETECTOR LED (2 GANG BOX) SK SECURITY KEYPAD m SIDE VIEW SURFACE MOUNTED RECEPTACLE C Cl? E&afs,� A,::), Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 /?Tralark Foo&eervice Equipment, Supplies and Design STRATEGIC Q (6 FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX A PRINTED FOR PERMIT DATE 11 /23/2020 DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET ELECTRICAL ROUGH -IN a ELEVATIONS SHEET NUMBER K=602 4 3 2 17 0 Z 0 UJ LJ..I Z J" UJ J UJ r i C:? 0 0 19 C) CD a � 0 ( 6,m-, Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 O,7OP Tr al ark Foodservice Equipment, Supplies and Design STRATEGIC C6 �J G Q O H W a w C J J a Q N FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX PRINTED FOR PERMIT DATE 11 /23/2020 DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET ELECTRICAL ROUGH -IN a ELEVATIONS SHEET NUMBER K=604 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 000 Trfflark pl Foodservice Equipment, Supplies and Design STRATEGIC FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT # XXXX PRINTED FOR PERMIT DATE 11 /2312020 DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. LU SHEET EQUIPMENT SCHEDULE a SHEET NUMBER K=801 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 oW5).. Tr i M a r k Foodservice Equipment, Supplies and Design STRATEGIC S E FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION 1 11/25/2020 For Bid CONSULTANT PROJECT# XXXX PRINTED FOR PERMIT DATE 11 /23/2020 L_ DRAWN BY RMW Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET EQUIPMENT SCHEDULE 0. SHEET NUMBER K=802 4 3 L Z ci.. 0) Cam,,[ vt CD co LL Z _J 0- { N w N LL .. cv-) CD E B A FLOOR PLAN TAG ELEVATION TAEGOR KEY Q L-----o1 WALL/ STEEL LOW WALL, BY CHI STEEL FULL WALL, BY CHI QU UE, BY CHI QUEUE, STREAMLINE, QUEUE, BY CHI BYSTREAMLINE, QUEUE, OCHI. A1. 5" D A AL REFER TO BBUILT PLAN FOR INTERIOR GCR Q C C 4.5" BASE PLATE 2.5" DEPTH 2.5" RAIL DEPTH 2.5" RAIL + PLATES STANCHION PARTITION TYPES/ DETAILS. G G WALL KEY REFERS TO CHI Fe *BOLT DOWN* KEY *BOLT DOWN* *CORED* *BOLT DOWN* *CORED* MANUF. PRODUCT ONLY. -- B1 FURNITURE FLOOR PLAN -LRG-NO PLAY 1/4" = 1'-0" Chick-fil-A STORE M 04040 BLDG P13 LC LRG-NP SHELL: LOCATION: 74990 GALL BOULEVARD ZEPHYRHILLS, FL NICKNAME: ZEPHYRHILLS FSU DESIGN: JS FDD SET: --- CHECKED: AMM PROJECT MGR: ALLISON MARSH SALES MGR: JULIA WOODWARD SETISSUED DATE: 11 /25/2020 DRAWING TITLE: FURNITURE FLOOR PLAN Project Contacts PLEASE CONTACT ONE OF THE FOLLOWING CHi TEAM MEMBERS TO ADDRESS CONCERNS YOU MAY HAVE: CHARTER HOUSE HOLDINGS, LLC 200 N. Franklin Street I Zeeland, MI 49464 Phone: 616.399.6000 I Fax: 616.796.1199 Regional Sales Manager: Julia Woodward Phone: 404.784.2960 Email: cfa@charter-house.com Project Management Team: Allison Marsh Phone: 616.796.1159 Customer Service Inquiries: Phone: 616.796.1020 'YOUR OPERATOR -STORE SPECIFIC'- PROVIDED BY OTHER) 'TACTILE EXIT SIGN' PART # 1030- 68. LOCATE ON INTERIOR SIDE. PLACE ON RIGHT HAND SIDE OF RIGHT DOOR AS SHOWN. SEATING & TABLE SCHEDULE (LRG-NP) TABLE TOP STYLE TABLE TOP QUANTITY SEAT QUANTITY 2-TOP 13 26 4-TOP 23 92 6-TOP 3 18 39 136 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I Lim � I I I - - - - - - - - - - - - - --- CHI Project Log DATE # DESCRIPTION INITIALS 07.27.20 DRAWING SET ISSUED JS 11.24.20 1 PERMIT + BID SET, DESIGNOTES JS 00.00.00 2 --- --- 00.00.00 3 --- --- 00.00.00 4 --- --- 00.00.00 5 --- --- 00.00.00 6 --- --- 00.00.00 7 --. --- General Contractor Notes & Information *CHARTER HOUSE HOLDINGS, L.L.C. / CHARTER -HOUSE INNOVATIONS / CHi GENERAL CONSTRUCTION 1. ALL WORK, CONSTRUCTION, AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE INTERNATIONAL BUILDING CODE &/OR CURRENT APPLICABLE GOVERNING CODES ALONG WITH RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF ALL PARTIES SUPPLYING LABOR OR MATERIAL OR BOTH, TO BRING TO THE ATTENTION OF THE PROJECT MANAGER & OWNER ANY DISCREPANCIES OR CONFLICT BETWEEN THE CODE REQUIREMENTS AND THESE PLANS. 3. THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO: THE UNIFORM BUILDING CODE, BOCA NATIONAL BUILDING CODE, UNIFORM PLUMBING CODE, UNIFORM ELECTRICAL CODE, UNIFORM MECHANICAL CODE, AND THE UNIFORM FIRE CODE. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK & MATERIALS IN ACCORDANCE WITH ALL LOCAL AND/OR CITY BUILDING CODES. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL AMERICANS WITH DISABILITIES ACT GUIDELINES, TO INCLUDE BUT NOT LIMITED TO TABLE TOP/BASE INSTALLATIONS, AISLE WAY CLEARANCES, AND QUEUE LINE AREA CLEARANCES. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COPYING & DISTRIBUTING CHARTER -HOUSE PLANS & DOCUMENTS TO ALL SUBCONTRACTORS INVOLVED. DELIVERY OF PRODUCT 1. DAMAGED PRODUCT UPON RECEIPT MUST BE DOCUMENTED ON THE BILL OF LADING. MUST CONTACT PROJECT MANAGER IMMEDIATELY (616) 399-6000. FAILURE TO DOCUMENT DAMAGE & CONTACT CHi WILL ABSOLVE CHi FROM RESPONSIBILITY. 2. INSPECT THE EXTERIOR OF ALL PACKAGING & VERIFY BILL OF LADING. *CHECK FOR TEARS, CRUSHING, HOLES, ETC......* COMPARE SHRINK-WRAP OR TAPE & WATCH FOR MULTIPLE KINDS OF WRAP OR DIFFERENT TAPE ON BOXES * LISTEN FOR RATTLING OR LOOSE PARTS DURING UNLOADING * WATCH FOR POSSIBLE WEIGHT DISCREPANCIES DURING UNLOADING. 3. IF YOU NOTICE ANY OF THE ABOVE, ASK FOR A JOINT INSPECTION & SPECIFY NOTATIONS ON THE CARRIER'S RECEIPT. IF THE DELIVERING PARTY REFUSES, INSIST ON A NOTATION OF WHAT YOU HAVE NOTICED & CALL THE CARRIER IMMEDIATELY UPON COMPLETING YOUR INSPECTION. 4. ALWAYS KEEP GOOD NOTES OF DATES, TIMES, AND PERSONS SPOKEN TO. 5. CONCEALED DAMAGE: * IF THE CARRIER'S RECEIPT HAS BEEN SIGNED OFF, AND DAMAGE IS NOTICED INSIDE OF THE PACKAGING, CALL THE CARRIER AND REQUEST INSPECTION IMMEDIATELY. ALSO NOTIFY YOUR CHi PROJECT MANAGER OR SHIPPING DEPT WITHIN 48 HOURS. 6. ANY OTHER CONCERNS OR QUESTIONS PLEASE CALL YOUR PROJECT MANAGER. 7. GENERAL CONTRACTOR AND/OR OWNER ARE RESPONSIBLE FOR PROTECTION OF PRODUCT WHILE IN THE PROCESS OF BEING INSTALLED. ANY PRODUCT DELIVERED IN GOOD CONDITION, BUT DAMAGED ON SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR OWNER. Project Contents F-201 FURNITURE FLOOR PLAN I Furniture and Decor Locations 0 F-202 TABLE NUMBER PLACEMENT PLAN I Final Plans Only F-211 CORE DRILL PLAN I Steel Locations & Details 0 F-701 DECOR ELEVATIONS I Typical Locations (As Applicable) F-702 PRODUCT DETAILS I Seating & Decor Details This drawing contains proprietary information by CHi. Unauthorized use or reproduction is prohibited without expressed written consent of CHi. 004-H2'ORDINARY CAMPOUT/ FOSTERING LAUGHTER") 011-H2'CHICKENS FAVORITE PASTIME/ EXPERIENTIAL LEARNING') SEATING RATIOS SEATING TO TABLE RATIO: 136 / 39 = 3.5 ACCESSIBLE TABLE RATIO: 7 NUMBER OF PARTIES: 35 IP-010-H2'BUBBLING UP/ DADS NIGHT OUT') CONDIMENTS AND TRASH ARE NOTED FOR SPACE PLANNING PURPOSES. EXACT MODELS AND DETAILS OF THOSE ITEMS TO BE DETERMINED BY THE MILLWORK PROVIDER, CLAYTON FIXTURES (CFX). BUILDING SHELL USED FOR FURNITURE PLANS PROVIDED BY SITE ADAPT ARCHITECT. VERIFY DINING ROOM DIMENSIONS FOR FURNITURE & MESSAGING. SEATING LAYOUT PROVIDED BY ARCHITECT. ARCHITECT IS RESPONSIBLE FOR SEATING PLAN MEETING CODE REQUIREMENTS (LOCAL OR OTHER) NEW & REMODEL PROJECTS 1. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. DO NOT SCALE OFF PLANS. FOR ADDITIONAL DIMENSIONS CALL THE PROJECT MANAGER (616) 399-6000. 2. THESE PLANS ARE THE PROPERTY OF CHARTER HOUSE HOLDINGS, LLC. THESE PLANS MAY NOT BE REPRODUCED OR IMPLEMENTED IN ANY WAY, IN PART OR IN WHOLE, WITHOUT THE EXPRESS CONSENT OF CHi. UNAUTHORIZED USE WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED. 3. CHi REQUESTS VERIFICATION OF FIELD DIMENSIONS FROM THE GENERAL CONTRACTOR FOR THE FABRICATION OF COMMERCIAL FURNITURE, DECOR, CORE DRILL, AND SPACE PLANS WHEN FIELD DIMENSIONS CAN NOT BE ATTAINED, LATE SHIPMENTS MAY RESULT. 4. IF SPECIFIED ITEMS ARE NOT AVAILABLE, CONTACT YOUR PROJECT MANAGER AT CHi. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE AND NOTIFY CHi OF ALL DISCREPANCIES PRIOR TO COMMENCING WORK. 6. GENERAL CONTRACTOR TO PROVIDE A MINIMUM OF 40 LBS OF FLOOR TILE GROUT TO FINISH THE CORE DRILLED HOLES. 7. WALLCOVERINGS & CHAIR RAIL MUST RETURN INTO WINDOW. 8. GENERAL CONTRACTOR WILL BE RESPONSIBLE OF DISPOSAL OF ALL PACKAGING MATERIAL FROM SEATING & DECOR PRODUCTS. 9. GENERAL CONTRACTOR TO POSITION THERMOSTAT / VOLUME CONTROL / AND OTHER LIKE ITEMS TO NOT INTERFERE WITH THE CHi DECOR. REMODEL PROJECTS ONLY 1. IN CASES OF REMODELING; THE EXISTING SEATING, STEEL, DECOR, & WALL FINISHES ARE TO BE REMOVED BY THE OWNER AND / OR GENERAL CONTRACTOR. IT IS NOT THE RESPONSIBILITY OF CHi. 2. FLOOR / BASE TILE MUST BE IN GOOD REPAIR BEFORE ANY CORE DRILLING BEGINS. 3. ALL DIMENSIONS ARE FROM EXISTING FINISHES. PLEASE MAKE APPROPRIATE ALLOWANCES FOR ANY NEW FINISHES. 4. PLEASE CONTACT CHi CONCERNING CONFLICTS BETWEEN CHi DECOR & ELECTRICAL OR HVAC PLACEMENT. FLOORING NOTES 1. A MINIMUM 5" CONCRETE SLAB IS REQUIRED FOR ALL CORE DRILLING. 2. ALL FLOOR & COVE BASE TILE TO BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 3. NEW FLOOR & BASE TILE TO BE INSTALLED AND GROUTED 48 HOURS PRIOR TO CHi PRODUCT INSTALLATION. IF DAMAGE OCCURS DUE TO INSUFFICIENT CURING TIME, REPAIRS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. CHi IS NOT LIABLE FOR CORED STEEL THAT BECOMES UNSTABLE AS A RESULT OF DRILLING THROUGH A CONCRETE SLAB LESS THAN 5" THICK. 5. CHi IS NOT RESPONSIBLE FOR DAMAGE OF ANY MECHANICAL LOCATED WITHIN 5" OF THE FINISHED FLOOR. 6. COVE BASE / BULLNOSE TILE (IF REQ'D) ON ALL CHi DIVIDER WALLS TO BE SUPPLIED & INSTALLED BY THE GENERAL CONTRACTOR. c GENERIC 12"x12" 12"x12" 1x3 1x3 GENERIC 12"x12" 12"x12" 1x3 1x3 z X-BASE BI-POD STEEL w J CORE PLATE PLATE STEEL STEEL Z BOLT PLATE PLATE STEEL STEEL F3 CORE (OFFSET) (OFFSET) o O DOWN (OFFSET) (OFFSET) a KEY O M 2 W I I I� I - I I I I I J a O - 1 O I 0- - �.. , a I �..� O Lu + L_J L_ _J L_ _J L_J 05. L_J J L I_aJ W V N I➢0 U. UN NOTE: THIS KEY REPRESENTS GENERAL STEEL SYMBOLS. REFERENCE PROJECT FOR PRODUCT SPECIFICATIONS/ STEEL TYPES. SEATING &DECOR KEY SIGN' PART # 1030-68. 1 LIBRARY CHAIR, STANDARD 8 STEEL LOW WALL 2 LIBRARY CHAIR, TALL 9 STREAMLINE QUEUE 3 FARM STOOL - 22" HEIGHT 10 STEELCASE MOVE CHAIR 4 HERITAGE BOOTH/ BANQUETTE 11 MULTI -PURPOSE TABLE 5 TABLES (TYP) 12 BRAND ICON, TWO-SIDED (4444) 6 GATHERING TABLE, 6-TOP *ACCESSIBLE* 13 COKE FIXTURE 7 STEEL + WOOD STAND-UP COUNTER ELECTRICAL, HVAC, AND CEILING NOTES 1. USE LIGHTING LAYOUT AS A GUIDELINE ONLY. CHi WILL NOT BE HELD LIABLE FOR ADDITIONAL COSTS DUE TO ADJUSTING LIGHTING QTY'S OR LOCATIONS FOR PERSONAL PREFERENCES, VARIATIONS WITH ARCHITECTURAL PLANS, OR LOCAL CODES. 2. GC TO SUPPLY AND CONNECT ELECTRICAL PIGTAIL AT ALL CODED LOCATIONS FOR CHi PRODUCT. 3. ALL ELECTRICAL FIXTURES, WIRING, AND INSTALLATIONS TO BE UL APPROVED. 4. ALL CEILING TILES AND GRID TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. IN CASE OF REMODELING THE CEILING TILE AND GRID SHOULD BE REMOVED ONLY IF REQUESTED BY THE CUSTOMER. 5. LIGHTING FIXTURES AND / OR HVAC MAY NEED TO BE RELOCATED BY GC TO ACCOMMODATE DECOR AND ELECTRICAL OR HVAC PLACEMENT. (SEE REFLECTED CEILING PLAN FOR NEW CEILING FINISH REQUIREMENTS IF APPLICABLE) 6. PLEASE CONTACT YOUR CHi PRODUCT MANAGER CONCERNING ANY CONFLICTS BETWEEN PLACEMENT OF CHi DECOR ELEMENTS. 7. GENERAL CONTRACTOR TO CONTACT CONSTRUCTION ENGINEERING TO VERIFY FINAL PLACEMENT OF HVAC 8. CHi WILL INCLUDE REFLECTED CEILING PLANS WHEN (1) ADDITIONAL LIGHTING IS SPECIFIED IN DINING AREAS BEYOND THE EXISTING CONDITIONS OR BEYOND ARCHITECTURAL PLANS. (2) CHi DECOR INTERFERES WITH CEILING ELEMENT OR (3) IF CEILING IS BEING REPLACED. SITE CONDITIONS FOR CHi DECOR INSTALLATION 1. IT IS IMPORTANT FOR THE FOLLOWING WORK TO BE COMPLETED PRIOR TO THE ARRIVAL OF CHi PRODUCT AND / OR INSTALL CREWS. THESE CONDITIONS ARE ESTABLISHED TO INSURE THAT PRODUCT IS INSTALLED MOST EFFICIENTLY (WITHOUT DAMAGE TO PRODUCT) AND UNDER SAFE CONDITIONS. 2. ALL INTERIOR WALL FINISHES TO BE COMPLETE, INCLUDING (BUT NOT LIMITED TO): WALLCOVERING, WAINSCOTING, PAINT, AND CHAIR RAIL. 3. FLOOR AND BASE TILE TO BE TILED AND GROUTED FOR A MINIMUM OF 48 HOURS PRIOR TO ARRIVAL. 4. GENERAL CONTRACTOR TO PROVIDE A MINIMUM OF 40 POUNDS OF FLOOR TILE GROUT TO FINISH THE CORE DRILLED HOLES. 5. ALL HVAC WORK TO BE COMPLETE. 6. CEILING TRACK AND TILE TO BE INSTALLED. 7. ALL WINDOWS TO BE INSTALLED IN BUILDING. 8. ELECTRICAL SERVICE TO 120V / 30 AMP CIRCUITS FOR CORE DRILLING. 9. POTABLE WATER SUPPLY. 10. OPERATING LIGHTS (ADEQUATE FOR EVENING WORK). 11. CLEAN AND OPEN WORK AREA IN DINING ROOM. 12. WASTE DUMPSTER ON -SITE. 13. FINISHED PARKING LOT OR SUBSURFACE WITH 1" OF FINISHED GRADE. 14. UNENCUMBERED AND CONTINUOUS ACCESS TO THE BUILDING. 15. GENERAL CONTRACTOR RESPONSIBLE FOR TEMPORARY POWER IF ELECTRICAL SERVICE IS UNAVAILABLE. L INTERNATIONAL BUILDING CODE ACCESSIBLE WHEELCHAIR SPACES CAPACITY OF SEATING MINIMUM NUMBER OF IN ASSEMBLY AREAS WHEELCHAIR SPACES 4 TO 25 1 26 TO 50 2 51 TO 100 4 101 TO 300 5 I I I I I I TACTILE SIGNAGE TYP. LOCATION / CLEARANCE OF TACTILE SIGNS AT DOORS (N.T.S.) 18" min. EQ.-EQ. NOTE: AN 18"X 18" CLEARANCE NOT + TO OVERLAP ARC c OF DOOR SWING I � E I � I S I bo tI I 1 NOTE: REFER TO CENTER " I CL FURNITURE FLOOR CLEARANCE PLAN FOR ALL SIGNAGE ON RAISED LOCATIONS (TYPICAL) CHARACTERS ACCESSIBILITY KEY THESE PLANS, AS DRAWN, COMPLY WITH ALL APPLICABLE LAWS, REGULATIONS OR RULES OF ANY LOCAL, COUNTY, STATE, FEDERAL, AND OTHER GOVERNMENTAL AUTHORITY AND ANY BUREAU OR DEPARTMENT THERE OF, WHICH MAY BE APPLICABLE INCLUDING, BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT AND THE REGULATIONS THERE UNDER. MANEUVERING CLEARANCES TABLE CLEARANCES (N.T.S.) AT DOORS (N.T.S.) Ecd ADA COMPLIANT r -_ CLEARANCES AT I a TABLES (N.T.S.) _ o - 18" I E E u Q �O min. PULL SIDE 12" PUSH CO M C� n E I mil. SIDE L - -� 30" min. CM LO 30" min. "MIN CLEAR AT FLOOR L *MIN CLEAR AT FLOOR LINE OF TABLE BASE* IMPORTANT NOTE: NOT ALL DOOR CLEARANCE LINE OF TABLE BASE* CONDITIONS ARE SHOWN IN THIS DIAGRAM. IMPORTANT NOTES 1. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. 2. THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS, EQUIPMENT, FURNITURE PLACEMENT, UTILITY LOCATIONS, AND CONDITIONS AT THE JOB SITE. 3. THE GENERAL CONTRACTOR MUST NOTIFY CHi OF ALL DISCREPANCIES AND /OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. 4. DO NOT SCALE OFF PLANS. CALL YOUR CHi PROJECT MANAGER TO VERIFY ANY QUESTIONABLE DIMENSIONS (616) 399-6000. 5. ALL DIMENSIONS ARE FOR DESIGN INTENT ONLY. 6. CHARTER -HOUSE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE ARCHITECTURAL INFORMATION PROVIDED. DUE TO LACK OF ACCURATE AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS, OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND / OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. 7. REFER TO ARCHITECTURAL OR ENGINEERING DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. 8. THESE ARE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF CHARTER - HOUSE. 9. ALL CONTRACT DOCUMENTS MAY NOT BE COPIED, REPRODUCED, USED OR IMPLEMENTED IN ANY WAY, IN PART OR IN WHOLE, WITHOUT THE EXPRESS WRITTEN CONSENT OF CHARTER -HOUSE. 10. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY CHARTER HOUSE. 11. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF CHARTER - HOUSE IN ADVANCE, IN WRITING. CHARTER -HOUSE IS NOT RESPONSIBLE FOR DEVIATIONS, CHANGES, ADDITIONS, OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY CHARTER -HOUSE. 12. THESE DOCUMENTS REFLECT EQUIPMENT ORDERED OF DATE SHOWN ON DRAWINGS. PRELIMINARY DESIGN DRAWINGS - NOT FOR CONSTRUCTION DRAWING IS FOR APPROVAL OF DESIGN AND SPECIFICATIONS ONLY. DESIGN IS SUBJECT TO CHANGE BASED ON ARCHITECTURAL INFORMATION PROVIDED. GENERAL CONTRACTOR TO VERIFY BUILDING DIMENSIONS BEFORE INSTALLATION OF ANY FURNITURE WOR DECOR CAN BEGIN. e o r� /ti Z i Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 CHii Charter House Holdings, LLC 200 N. Franklin Street Zeeland, MI 49464 www.gotoCHi.com 616.399.6000 This drawing contains proprietary D information by CHI. Unauthorized use or reproduction is prohibited without expressed written consent of CHI. C B A W a IX 0 ILL Q� um 14 Cn w CO� U. m J J J UJ N ti nWi FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG-NP RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT # XXXX PRINTED FOR FOR PERMIT DATE 11 /25/2020 DRAWN BY JS Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET FURNITURE FLOOR PLAN SHEET NUMBER F=201 4 3 2 1 4 1 3 2 INSTALL NOTE: INSTALLER TO CUT BOARD/ SIGN, 3-SIDED' INSTALL NOTE: INSTALLER TO CUT BOARD/ BATTEN TRIM AS REQ'D FOR MESSAGING BATTEN TRIM AS REQ'D FOR MESSAGING PANEL(S). COORDINATE WORK WITH GC. EQ EO PANEL(S). COORDINATE WORK WITH GC. 01 N M J +/- 2' - 9" 1 CENTER 2X2 PANELS CENTER 2X2 PANELS EQ I E EQ EQ o 33" �4 AT CORED TABLES AS AT CORED TABLES AS 11 CL SHOWN. SHOWN. Fick p 6' - 0" 6' - 0" 4- 4' - 11 " 72" 72" 59" -}� 3' _ 8" M 44" in '- 1' - 11 1/4" *CENTER BTWN C° 2' - - 0" 2 0" 2' -10 1 /2' oOD in N Cl)M Cl) 23 1/4" BOARD/ BATTEN a , - N 34 1 /2" 0 1 a TRIM* 24" 24" 24„ N 0 I 0 F_ 3,!7,. C, � D 43" D O D CDcm D o O T � -v 'v ao N M N hick- i - 5200 Buffington Road 1% L A LP 'NATIONAL CAMPAIGN' CFAAMD39 'OUR STORY WALL, 'CERTIFICATE 'OUR COMMUNITY W/ '2X2' CFAAMD36 (IP-005-112/ IP- '2X2' CFAAMD36 (IP-015-H2/ IP- '2X2' CFAAMD36 (IP-014- Atlanta, Georgia 30349- (H-COW-TBD 'NAT'L CAMPAIGN HORIZ. OAK VENEER + HOLDER W/ ACRYLIC MAGNETIC BEZEL -NO 004-H2 'ORDINARY CAMPOUT/ 016-H2 'POURING INTO PARKS/ H2/ IP-010-H2 'BUBBLING COW'- PROVIDED BY OTHER) ACRYLIC' CFAAMD64 PANEL' CFAAMD25 TV, OAK VENEER. FOSTERING LAUGHTER") BUSINESS AS USUAL') UP/ DADS NIGHT OUT') 2998 CFAAMD63 1 LRG-NP_NATIONAL CAMPAIGN 23/8" LRG-NPOUR STORY PANEL 33/8" LRG-NP INTERIOR MESSAGING + CERTIFICATE PANEL 3/8" = V-0" = V-0" = V-0" • INSTALL NOTE: INSTALLER TO CUT BOARD/ INSTALL NOTE: INSTALLER TO CUT BOARD/ INSTALL NOTE: INSTALLER TO CUT BOARD/ CHIAff BATTEN TRIM AS REQ'D FOR MESSAGING BATTEN TRIM AS REQ'D FOR MESSAGING BATTEN TRIM AS REQ'D FOR MESSAGING PANEL(S). COORDINATE WORK WITH GC. PANEL(S). COORDINATE WORK WITH GC. PANEL(S). COORDINATE WORK WITH GC. Charter House Holdings, LLC 0 200 N. Franklin Street - - - - - Zeeland, MI 49464 CL 01 CL 144" w EQUAL 1- 0" EQUAL EQ EQ EQ EQ NOTE: INSTALL SIGN AT Ww.gotoCHI.com LATCH SIDE OF DOOR. 616.399.6000 9" O.C. FROM EDGE OF DOOR TO CL OF SIGN.o This drawing contains proprietary 4'-6" 4'-6" 4'-6" g�� 9 P P ry co : 54" 54" 54" o.c. p information by CHi. Unauthorized use "' *CENTER WITH *CENTER WITH *CENTER WITH &) L:1 or reproduction is prohibited without BOARD/ BATTEN BOARD/ BATTEN BOARD/ BATTEN I ;- expressed written consent of CHi. TRIM* TRIM* TRIM* 42N. --- --- --- -- --- --- — -- -- -- -- 2'-1" 25" `_n io I co- ' �o b co I. I o) LO tint 7 1 A I YOUR OPERATOR, SMALL -OAK VENEER' CFAAMD62 (CFAG34'YOUR OPERATOR -STORE TACTILE EXIT SIGN' SPECIFIC'- PROVIDED BY OTHER) PART # 1030-68. 4 LRG-NP_COWS IN THE COMMUNITY LRG-NP YOUR OPERATOR & TACTILE EXIT SIGNAGE 3/8" = 1'-0" 5 3/8" = V-0" NOTE: INSTALL SIGN AT LATCH SIDE OF DOOR. 9" O.C. FROM EDGE OF DOOR TO CL OF SIGN. CL NOTE: INSTALL SIGN AT 4- LATCH SIDE OF DOOR. EQ EQ EQ EQ CENTER 2X2 AT EQ EQ 9" 9" O.C. FROM EDGE OF CORED TABLE AND C DOOR TO CL OF SIGN. I WALL AS SHOWN. ® O.C. 9" O.C. C C I 2'-0" o 0 2'-0" ' ' 24" 24" 24" N N i - I cm N — — — — — — — — — — — — — — — — — — — — — — — — i I - ' U M L M LO U U O - � ^ (0 �� Id ` O o b � o co I I ih C� CID CO _ o - T T FT � ifi I 11�1 if—H-71-F111 1� 1# 1 _L 171 1 1 —F1 �a�l I M I _T �1 #1 T -7 1 1 U I LL 2X2' CFAAMD36 ('2X2 NAT'L CAMPAIGN 'METAL RESTRM SIGN, �%� TACTILE EXIT SIGN' 2X2' CFAAMD36 (IP-014-H2/ '2X2' CFAAMD36 (IP-013-H2/ IP-011- 2X2' CFAAMD36 (IP-005-H2/ IP-004- PANEL'- PROVIDED BY OTHER) TACTILE EXIT SIGN' WOMENS' CFAAMD52 R01 r / M PART # 1030-68. IP-010-H2'BUBBLING UP/ H2'CHICKENS FAVORITE PASTIME/ H2'ORDINARY CAMPOUT/ PART # 1030-68. - DADS NIGHT OUT') EXPERIENTIAL LEARNING') FOSTERING LAUGHTER") J W M 6 LRG-NP 2X2 PANELS & TACTILE EXIT SIGN LRG-NP 2X2 NAT'L CAMPAIGN PANEL + SIGNAGE LRG-NP WOMENS RESTRM SIGNAGE J J J 3/8 - 1 0 7 3/8" = 1'-0" 83/8" = 1 -0" D U. NOTE: INSTALL SIGN AT LATCH SIDE OF DOOR. 9" O.C. FROM01 O n 3' _ 8" EDGE OF DOOR TO CL OF SIGN (TYPICAL). IF SPACE DOES � IM Cn 44" NOT ALLOW FOR SIGN TO BE MOUNTED AT LATCH SIDE OF DOOR, CONTACT FURNITURE SUPPLIER FOR LOCATION. NOTE: FOR DOUBLE DOOR VESTIBULE, INSTALL SIGN AT J RIGHT HAND SIDE OF RIGHT DOOR AS SHOWN (TYPICAL) J J �CtqffJDJ = 9.1 CL O.C. O.C. 0 O O 9" .91, W M ,EQ co ,' O.C. O.C. W B Bo N N 5 p _ p _ ` ' - o FSR#04040 \� O c00 '/ O t00 / \ 0 W \\� O t0 \ \ / / O CO _ LO � 0 in \ / in p sf i \ ` LLO `� \ / ,' BUILDING TYPE / SIZE: P13 LC LRG-NP w � \ / RELEASE: v2.20.02 Z i i i — -------REVISION SCHEDULE 'HANDWASH SIGNAGE' PART # NO. DATE DESCRIPTION METAL RESTRM SIGN, 12 TACTILE EXIT SIGN TACTILE EXIT SIGN' TACTILE EXIT SIGN' PART # 1030-68. MOUNT BELOW MENS' CFAAMD51_R01 1030-3 *LOCATE ON RESTRM PART # 1030-68. PART # 1030-68. SECURITY KEYPAD ABOVE AT 48" TO B/0 SIGN. SIDE OF DOOR* LRG-NP_MENS RESTROOM SIGNAGE LRG-NP_HAND WASH SIGNAGE 11 LRG-NP_BRAND ICON 12 LRG-NP_TACTILE EXIT SIGN AT SINGLE DOOR (TYP) i LRG-NP TACTILE EXIT SIGN AT DOUBLE DOOR (TYP) 4 LRG-NP TACTILE EXIT SIGN AT SERVICE DOOR I - - C 9 1 o 3/8' = V-0" 3/8" = V-0" 3/8" = V-0" 3/8" = V-0" CL CL LL 13 I I EQUAL 6' - 0" EQUAL U 72" I a N I CONSULTANT PROJECT #a 2424XXXXA EQ EQ — — — FOR PERMIT a " U.11 A DATE PRINTED FOR �2_ 2 I I 11 /25/2020 z M 10 I I DRAWN BY J ZD ZD S C?a Information contained on this drawing and in all digital files Ln produced for above named project may not be reproduced in INTERIOR MESSAGING PANELS TO GET MOUNTED DIRECTLY OVER F any manner without express written or verbal consent from authorized project representatives. h ; F BOARD/ BATTEN WALL FINISH AS SHOWN UNLESS NOTED OTHERWISE SHEET CD TO CUT UPPER HORIZONTAL TRIM & VERTICAL BOARD/ BATTEN TRIM. Q DECOR ELEVATIONS U. 0 REFER TO ELEVATIONS FOR INTERIOR MESSAGING FURNITURE AND/OR '2X2' CFAAMD36 (IP-015-H2/ IP-016-H2'POURING INTO PARKS/ BUSINESS AS USUAL') '2X2' CFAAMD36 (IP-013-H2/ IP-011-H2'CHICKENS SHEET NUMBER DECOR LOCATIONS ONLY. REFER TO ARCHITECTURAL SHEETS FOR ALL 153/8" LRG-NPCOKE FIXTURE 163/8" LRG-NP2X2 PANELS FAVORITE PASTIME/ EXPERIENTIAL LEARNING ) INTERIOR FINISH & WALL PARTITION TYPE INFORMATION. = V-0" = V-0" F=701 d 0- t Q LU 0 IT C L- LL1 i� L Q ash 0 0 (�Wo 0�0"P 0 0 CD C-D Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 Charter House Holdings, LLC 200 N. Franklin Street Zeeland, Ml 49464 www.gotoCHi.com 616.399.6000 This drawing contains proprietary information by CHI. Unauthorized use or reproduction is prohibited without expressed written consent of CHI. FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG-NP RELEASE: v2.20.02 REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT # XXXX PRINTED FOR FOR PERMIT It DATE 11 /25/2020 WDRAWN BY JS aInformation contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. O SHEET FURNITURE PRODUCT LL DETAILS SHEET NUMBER F=702