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2021.0018 210211 Popeyes - Yelm Permit■ 1 ■ ■ ■ i CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 P5F ROOF DEAD LOAD ALLOWANCE FOR PV PANELS (IN DE5I6NATED AREAS) 5 P5F ROOF LIVE LOAD 20 P5F FLOOR LIVE LOAD (RETAIL) 100 P5F MECHANICAL UNITS NEI6HT5 FURNISHED BY MANUFACTURER 5NOA : ROOF 5NOA LOAD = 25 P5F GROUND 5NOA LOAD = 50 P5F EXF05URE Ge = 1.00 IMPORTANCE FACTOR Is = 1.00 THERMAL FACTOR Gt = 1.00 NINO : ANALYSIS PROCEDURE: A5GE 1-16 CHAPTER 21.5 "PART I - ENCLOSED SIMPLE DIAPHRAGM" h < 160ft R15K CATEGORY II 11 MPH EXPOSURE "B" TOPOGRAPHIC FACTOR Kzt = 1.0 WIND BASE SHEAR, NORTH/SOUTH Vw = 21.5 K NIND BASE SHEAR, EAST/NEST Vw = 1.1 K GLADDING / WINDOW DESIGN PRESSURE (MAX.) 16 MPH ROOFING DESIGN PRESSURE NOT AT A CORNER (MAX.) 21 MPH ROOFING DESIGN PRE55URE AT CORNER (MAX.) 21 MPH THE DE516N WIND PRESSURES L15TED ABOVE ARE INWARD OR OUTWARD AND ARE BASED ON AN EFFEGTIVE WIND AREA OF 10 SQUARE FEET NEAR A BUILDING CORNER, U.O.N. CORNER AND OTHER ZONES ARE DEFINED BY FIGURE 30.5-1 IN A50E 1-10. REDUCED DESIGN PRE55URE5 MAY BE CALCULATED U51NG A50E 7. NOTE THAT THE DESIGN NIND PRESSURES NOTED ABOVE ARE ULTIMATE VALUES PER THE 2015 IBG AND SHALL BE MULTIPLIED BY 0.6 FOR ALLOWABLE 5TRE55 DESIGN. EARTHQUAKE : ANALY515 PROCEDURE: IBG "EQUIVALENT LATERAL FORGE PROGEOURE" 5E15MIG DESIGN CATEGORY (506) = D R15K CATEGORY = II SEISMIC 51TE CLASS = D IMPORTANCE FAGTOR le = 1.0 MAPPED MOE 55 = 1.28; 51 = 0.46 DE516N ACCELERATION yds = 0.85; 5di = 0.51 SEISMIC RE515TIN6 SYSTEM: HOOD PANEL BEARING SHEAR WALL, R = 6.5 SEISMIC BASE SHEAR Vs = 1.3 K SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 5. LATERAL LOADS ARE TRANSFERRED BY THE ROOF DIAPHRAGM5 TO THE SHEAR WALL5. FORGES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR NALL AND ARE CARRIED BY THE SHEAR WALL5 TO THE FOUNDATION. 4. STRUCTURAL DRAWING5 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWING5 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY D15GREPANGIE5 PRIOR TO GON5TRUGTION. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, 5EQUENCE5 OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RE5PON51BILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 51TE AND/OR FOR ANY HAZARDS RE5ULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 5HONN ON SHOP DRAWING5 ONLY WILL NOT 5AT15FY TH15 REQUIREMENT. 8. DRAWING5 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARGHITEGT AND THE 5TRUGTURAL ENGINEER. WHERE INFORMATION ON THE DRAWIN65 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWIN65. 1. SHOP DRAWING5 FOR REINFORCING STEEL, GLUED LAMINATED MEMBERS AND CONNECTOR PLATE WOOD ROOF TRU55E5 SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWING5 PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEN DRAWING5 FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAM5 INCIDENTAL THERETO. A MINIMUM OF TWO AEEK5 SHALL BE ALLOWED FOR REVIEN. 11. SHOP DRAWING 5UBMITTAL5 PROCESSED BY THE ENGINEER ARE NOT GHANGE ORDERS. THE PURP05E OF SHOP DRAWING 5UBMITTAL5 BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR ■ 1 ■ GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) UNDER5TAND5 THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, 015GREPANGIE5, OR CONFLICTS BETWEEN SHOP DRAWING 5UBMITTAL5 AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWIN65 AND 5PEGIFICATION5 SHALL CONTROL AND SHALL BE FOLLOWED. 12. DEFERRED SUBMITTALS OF DE516N BUILD COMPONENTS SHALL BEAR THE STAMP AND 516NATURE OF A STATE OF AA5HIN6TON REGISTERED PROFE55IONAL ENGINEER AND SHALL BE APPROVED BY THE COMPONENT DE516NER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMP05ED ON THE BA510 STRUCTURE. THE COMPONENT DESIGNER 15 RE5PON51BLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWIN1675. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMP05ED ON BASIC STRUCTURE AND SHALL INCLUDE DE516N CALCULATIONS WITH THE ENGINEER'S STAMP. THE FOLLOWING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR TH15 PROJECT: CANOPIES, ROOF TRUSSES. 13. EXTERIOR GLADDING PANELS, GLAZING SYSTEMS, AND CONNECTIONS SHALL BE DE5I6NED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS 5HONN ON THE PLANS. MANUFACTURER SHALL SUBMIT DETAIL DRANIN65 AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A STATE OF WASHINGTON REGISTERED PROFESSIONAL ENGINEER. MANUFACTURER'S ENGINEER SHALL BE RE5PON51BLE FOR DE516N, CODE CONFORMANCE, AND CONNECTION OF EXTERIOR GLADDING PANELS TO BASIC, STRUCTURE. ENGINEER OF RECORD TAKES NO RESPONSIBILITY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND HANDLING, OR CONNECTION TO BASIC STRUCTURE. SHOP DRAWIN65 SHALL BEAR THE REVIEW STAMP OF THE DESIGNING ENGINEER'S FIRM PRIOR TO REVIEW BY THE ENGINEER OF RECORD. ALL NECESSARY BRACING, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND 51MILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWIN675 AND CALCULATIONS. 14. MECHANICAL UNIT CONNECTIONS TO THE BUILDING SHALL BE DE5I6NED BY THE MANUFACTURER FOR THE DE516N CRITERIA AND CONDITIONS 5HONN ON THE STRUCTURAL DRAWING5. MANUFACTURER SHALL SUBMIT DETAIL DRAWIN65 AND CALCULATIONS, BOTH OF AHIGH BEAR THE STAMP AND SIGNATURE OF A STATE OF WASHINGTON REC715TERED PROFE55IONAL ENGINEER.° MANUFACTURER'S ENGINEER SHALL BE RE5PON51BLE FOR DE516N, CODE GONFORMANGE, AND CONNECTION OF THE UNIT TO THE BASIC. STRUCTURE.- ALL NECESSARY BRAGING, TIES, ANCHORAGE, 015TRIBUTION MEMBERS, AND 51MILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRANIN65 AND CALCULATIONS. 15. SPECIAL INSPECTION: CONCRETE CONSTRUCTION, EXPANSION BOLTS AND THREADED EXPANSION INSERTS, SCREW ANCHORS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SEGTION5 1104 $ 1105 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TE5TING AGENCY DE5I6NATED BY THE OWNER. THE TE5TIN6 AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TE5TING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT 5PEGIFIGATION5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARGHITEGT. GEOTECHNICAL I6. FOUNDATION NOTES: 5UBGRAOE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE GEOTEGHNIGAL REPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FOOTINC75 SHALL BEAR ON 50LID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWEST ADJACENT FINISHED rvRADE. FOOTING OEPTH5/ELEVATION5 5HONN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIOANGE ONLY; THE ACTUAL ELEVATIONS OF FOOTINC75 MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TE5TING LAB AND GEOTEGHNIGAL ENGINEER. UNLE55 OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALL5 ABOVE. BACKFILL BEHIND ALL RETAINING WALL5 WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE GEOTECHNICAL REPORT. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLONING VALUES FROM THE REFERENCED GEOTECHNICAL REPORT: ALLOWABLE 501L BEARING PRE55URE 4,000 P5F LATERAL EARTH PRE55URE (RE5TRA I NED/UNRE5TRAI NED) 50 PGF/55 PGF PA551 VE 501L PRE55URE 300 PGF 501L COEFFICIENT OF FRICTION 0.50 5EOTEGHNIGAL REPORT REFERENGE:#22015-001-00 BY NEL50N 67EOEN6INEER5, ING. DATED 5EPTEMBER 14, 2015. 1. GONGRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN AGGOROANGE WITH AGI 501. CONSTRUCTION TOLERANCES SHALL NOT EXGEED TH05E L15TF0 IN AGI 111. GONGRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 2,500 P51 AND MIX SHALL CONTAIN NOT LE55 THAN 5-1/2 SACKS OF GEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE AATER/GEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINC75 AND 0.45 FOR ALL SLABS AND EXP05ED CONCRETE UNLE55 OTHERA15E NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE 51ZE SHALL NOT EXGEED 3/4" THE MINIMUM AMOUNT OF GEMENT AND THE MAXIMUM SLUMP MAY BE GHANGED IF A GONGRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO AEEK5 PRIOR TO PLAGING ANY GONGRETE. (THE AIC, RATIO LIMITS STILL APPLY). THE PERFORMANGE MIX SHALL INGLUDE THE AMOUNTS OF GEMENT, GEMENTITIOU5 MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE RATER GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO A5TM 6414 AND G618 RESPECTIVELY. FLY ASH PERGENTAGE OF TOTAL GEMENTITIOU5 MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRE5 BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED GONFORM5 GENERALLY TO GONTRAGT DOGUMENTS. GONTRAGTOR MAINTAINS FULL RESPONSIBILITY FOR 5PEGIFIED PERFORMANCE. ALL CONCRETE WITH 5URFACE5 EXP05ED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT GONFORMI NG TO ASTM 0260. TOTAL AIR CONTENT FOR FR05T-RE515TANT CONCRETE SHALL BE IN AGGORDANGE WITH AGI 518-14 TABLE 11.3.3.1. ALL CONCRETE EXP05ED TO THE NEATHER SHALL OBTAIN A 28 -DAY STRENGTH f'c OF 5,000 P51 IN ACCORDANCE WITH AGI 518 TABLE 11.5.2.1 AND IBG SECTION 1104.1. ALL CONCRETE TO RECEIVE A STEEL TROWELED FIN15H SHALL NOT BE AIR -ENTRAINED. 8. REINFORCING STEEL SHALL CONFORM TO A5TM A615 (INGLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 P51. EXCEPTIONS: ANY BARS 5PEGIFIGALLY 50 NOTED ON THE DRAWIN65 AS GRADE 40 SHALL HAVE Fy = 40,000 P51. GRADE 60 REINFORCING STEEL INDICATED ON DRAWING5 TO BE WELDED SHALL CONFORM TO A5TM A106. ■ REINFORCING STEEL GOMPLYING WITH A5TM A615 (51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDIGATING CONFORMANCE WITH WELDING PROCEDURES 5PEGIFIED IN A.A.5. 01.4 ARE SUBMITTED. 11. REINFORCING 5TEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2'-6" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER5EGTION5. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2'-6" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN AGGORDANGE WITH AGI 318, GLASS B. PROVIDE (2) #5 MIN. U.N.O. TRIM BARS AROUND ALL OPFNINC75 IN CONCRETE WALL5 OR SLABS EXTENDING 2'-6" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS 5PEGIFIGALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENG I NEER. NO REINFORCING BARS SHALL BE "NET-5ET" INTO THE CONCRETE. PROVIDE A 20' LONG REBAR GROUND (UFER GROUND) PER ELECTRICIAN. 20. GONGRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOA5: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 5" FORMED SURFACES EXP05ED TO EARTH (i.e. WALL5 BELOW GROUND) OR WEATHER 2" SLABS AND AALL5 (INTERIOR FACE) I" 21. POLYSTYRENE RIGID INSULATION) LIGHTWEIGHT STRUCTURAL FILL PLACED BELOW CONCRETE SLA55 SHALL BE RIGID CELLULAR POLYSTYRENE CONFORMING TO A5TM 06811 OR A5TM 0518, WITH A MINIMUM GOMPRE551VE RESISTANCE OF 5 P51 @ 1% DEFORMATION AND A MINIMUM COMPRESSIVE RESISTANCE OF 15 P51 @ 10 DEFORMATION, U.O.N. MAXIMUM DENSITY SHALL BE 2.0 PGF. OFFSET BLOCK JOINTS BETWEEN ADJACENT LAYERS AND ATTACH BLOCKS PER THE MANUFACTURER'S RECOMMENDATIONS. ANCHORAGE 22. EXPAN51 ON BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED BY 51 MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN 5TRIGT ACCORDANCE WITH I.G.G. REPORT NO. E5R-3031 INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED 5UB5TITUTION5 SHALL BE SUBMITTED FOR REVIEN WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 23.5CREA ANCHORS INTO CONCRETE SHALL BE "TITEN HD", A5 MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN 5TRIGT ACCORDANCE WITH I.G.G. REPORT NO. E5R-2113 INGLUDING STANDARD EMBEDMENT REQUIREMENT5 U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL SOREN ANCHOR INSTALLATION. 24. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORGING BAR) INTO CONCRETE SHALL BE INSTALLED U51NG "5ET-56" ADHESIVE ANCHOR AS MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT AGGORDANGE WITH I.G.G. REPORT NO. E5R-4051, INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED 5U65TITUTION5 SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. 25. DRIVE PINS, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS A5 MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWING5, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-2261 FOR THE X -U FA5TENER5 AND E5R-2511 FOR THE X -GP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLE55 OTHERA15E NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER 5PACIN6. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDIGATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. ALLOWABLE ALLOWABLE APPLICATION FASTENER TYPE SHEAR GAPAGITY (LB5) TEN51ON GAPAGITY (LB5) 2X TREATED LUMBER X -GP 12 PS 523 250 115 TO CONCRETE w/ 1.55" EMBED (2000 P51 MIN.) LIGHT GAUGE STEEL X -U 27 PS 515 110 165 33 MILS (20 GA.) MIN. TO CONCRETE (2000 P51 MIN.) STEEL 26. GOLD -FORMED STEEL FRAMING NOTES - THE FOLLOWING APPLY UNLE55 OTHERWISE SHOWN ON THE PLANS: A. GOLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE 5HOAN ON THE PLANS. ALL FRAMING MEMBERS SHALL COMPLY WITH I.G.G. REPORT NO. E5R-3064P. NOTATIONS ON THE DRAWING5, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY THE STEEL STUD MANUFACTURERS ASSOCIATION (55MA). PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND 5TRUGTURAL ENGINEER PRIOR TO FABRICATION. ALL GOLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.1.5.1. "SPECIFICATION FOR THE DE516N OF GOLD -FORMED STEEL STRUCTURAL MEMBERS." B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLE55 OTHERA15E NOTED, CONFORMING A5 FOLLOWS: A5TM A655 55 GRADE 50, GLASS I OR 3 Fy = 50 K51 118,17, 68, AND 54 MIL A5TM A655 55 GRADE 55 Fy = 55 K51 45 AND 35 MIL WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: A5TM A1011 55 GRADE 50 Fy = 50 K51 118, 11, 68, AND 54 MIL G. NELDING OF GOLD -FORMED METAL FRAMING SHALL CONFORM TO AA5 DI.5 AND SHALL BE PERFORMED BY NELDER5 QUALIFIED TO PRODUCE THE SPECIFIED GLA55E5 OF WELD. D. NALL FRAMING: ALL STUD WALL5 SHOWN AND NOT OTHERA15E NOTED SHALL BE 5505162-43 @ 16" O.G. TAO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL AALL5 AND AT EACH 51DE OF ALL OPENINGS. TAO 8005162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINC75 UNLE55 OTHERWISE NOTED. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT 1/3 POINTS OF ALL STUD WALLS UNLE55 NOTED OTHERWISE. MAXIMUM GAP BETWEEN STUD AND TRACK AT ANY POINT SHALL NOT EXCEED 1/I6 -INCH. NO SPLICES ARE PERMITTED IN STUDS. 0 1 0 ■ p O p o 0 L+Or1�MNA Of011� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00 W04_ � U CO >?W N N Q ( LO U C� N U LO w 00 U = N N 0 0 04 � i N � om O > N w W Z Qcf) 0 0 z � Q � U) Q (f) ' Ow w Z �/ I � z O c� (f) 00w Q w a w0 ~ Y >- J ti w Lao, Q °O U �__ Y O a ^w LJ... Q � j Q Q L w J 0} z 1..1... :f Lr) w r p J J � D REVISIONS PERMIT SET 2/8/21 GENERAL STRUCTURAL NOTES S1.0 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ ■ ■ I ALL STUD WALL5 SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #10 5GREW5 AT 16" O.G. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE-PIN5 @ 16" O.G. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED OR 50RENED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED 5HEATHING AND STRAP BRACING. WHEN NOT OTHERN15E NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES 5GREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH 5GREW5 AT 12" O.G. ALL 5GREW5 SHALL BE "GRABBER" TYPE FASTENERS COMPLYING WITH I.G.G. REPORT NO. E5R-1211. ALL SPECIFIED PNEUMATIC FA5TENER5 SHALL BE ET$F, COMPLYING WITH I.G.G. REPORT NO. E5R-1111. TRACK 5ECTION5 SHALL BE UNPUNCHED AND HAVE AT LEAST 1-1/2" FLANGES AND MATCH STUD THICKNESS. WALL5 WHICH HAVE 5HEATHING CONNECTED ON ONE 51DE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS. IIJ 21. FRAMING LUMBER: SHALL BE KILN DRIED OR MG -11 (MOISTURE CONTENT LE55 THAN Iq60, AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD NO. 11 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO. 2 BEAMS AND STRINGERS (INGLUDING (b X AND LARGER MEMBERS) DOUGLAS FIR NO. I POSTS AND TIMBERS DOUGLAS FIR NO. I 5TUD5, PLATES $ MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR NO. 2 (A5 NOTED ON PLANS / DETAILS) 28. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH A5TM 05151 AND AN51 AIgO.I STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 P51, Fv = 240 P51, E = 1,800 K51. CAMBER ALL SIMPLE SPAN 6LULAM BEAMS TO 5,000' RADIUS UNLE55 5HOAN OTHERA15E ON THE PLANS. 2q. PREFABRICATED CONNECTOR PLATE ROOD ROOF TRUSSES SHALL BE DE516NED BY THE MANUFACTURER IN ACCORDANCE WITH IBG SECTION 2505.4 AND AN51/TPI 1-2014 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED ROOD TRU55 CONSTRUCTION" FOR THE SPANS AND CONDITIONS 5HOAN ON THE PLANS. TRU55E5 SHALL BE HANDLED, INSTALLED, AND BRAGED PER "HIB 11" PER THE TRU55 PLATE INSTITUTE. LOADING SHALL BE A5 FOLLOA5: TOP CHORD 5NOA LOAD 25 P5F TOP CHORD OL ALLOWANCE FOR PV PANELS 5 P5F TOP CHORD DEAD LOAD 15 P5F BOTTOM CHORD LIVE LOAD 10 P5F (NOT INCLUDED IN TOTAL) BOTTOM CHORD DEAD LOAD 5 P5F TOTAL LOAD 48 P5F NET WIND UPLIFT (TOP CHORD) 10 P5F 5NOA LOAD DUE TO DRIFTING AND UNBALANCED LOADS SHALL BE INCLUDED PER THE IBG. UTILIZE A MINIMUM CREEP FACTOR OF 2.0 FOR DEAD AND 5U5TAINED LIVE LOADS IN DETERMINING THE TRU55 DEFLECTIONS. MAXIMUM TOTAL DEFLECTION SHALL BE LE55 THAN OR EQUAL TO L/240 OF THE TOTAL SPAN AND MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN OR EQUAL TO L/360 OF THE TOTAL SPAN. PROVIDE ADEQUATE PLIES AND/OR METAL BRACKETS TO ADEQUATELY DISTRIBUTE THE BEARING PRE55URE AT THE ENDS OF THE GIRDER TRU55E5 TO THE TOP PLATES OF THE BEARING AALL5 SUCH THAT THE BEARING PRE55URE DOES NOT EXCEED 405 P51. PROVIDE ADDITIONAL TRU55E5 (A5 REQUIRED) TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. AOOO TRU55E5 SHALL UTILIZE I.G.G. OR IAPMO UE5 APPROVED CONNECTOR PLATES. SUBMIT SHOP DRAWIN65 AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEA PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A STATE OF AA5HIN6TON REC71STERED PROFESSIONAL ENGINEER. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., 5HOAN ON THE DRAWIN65. EXACT GOMP051TION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRU55E5, JACK TRU55E5, 5TEP-DOWN TRU55E5, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLE55 SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRU55 TO TRU55 AND TRU55 TO GIRDER TRU55 CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRU55 BRACING AND BRIDGING. 50. TRU55 SUPPLIERS NOTE: THE TRU55 CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES 5HOAN ON THE DRAWIN65, INDICATE THE DESIRED TRU55 CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRU55 MANUFACTURER 15 UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRU55 CONFIGURATION INDICATED, THE MANUFACTURER 15 TO SUBMIT WRITTEN NOTICE TO THAT EFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A C05T PROP05AL OR BID. IF A DIFFERENT SYSTEM 15 PROP05ED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE GON51 DERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRU55 MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWIN65. IT SHALL BE NOTED IN THE TRU55 MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRU55 SHOP DRAWIN65 WILL NOT BE REVIEWED WITHOUT CALCULATIONS BEARING THE STAMP AND 516NATURE OF A STATE OF AA5HIN6TON REC715TERED PROFESSIONAL ENGINEER. 51. AOOO SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXP05URE I, IN CONFORMANCE WITH THE REQUIREMENT5 FOR THEIR TYPE IN DOG P5-1 OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLE55 OTHERA15E NOTED ON THE PLANS, ROOF SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) IOd-F NAILS AT EACH END, UNLE55 OTHERWISE NOTED. AT BLOCKED ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING 5PAGED PER PLANS. INHERE NOT NOTED OTHERA15E, NAIL PANEL EDGES WITH ad NAILS @ 6" O.G. E06E5, 12" O.G. IN THE FIELD. 6ENER,4L STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 52. ALL WOOD EXP05ED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE LE55 THAN 8" FROM EXP05ED EARTH SHALL BE PRE55URE-TREATED, U.O.N. PRE55URE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON-PRE55URE-TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. 55. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 51MP50N COMPANY, A5 SPECIFIED IN THEIR CATALOG NO. G -G-201 q. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD GAPACITIE5. CONNECTORS SHALL BE SIZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO A5TM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG 5GREW5 BEARING ON WOOD. UNLE55 NOTED OTHERA15E, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 54. WOOD FASTENERS: A. NAIL 51ZE5 SPECIFIED ON DRAWING5 ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH 116d" bd Common 0.113" 2" "ad Box" ad Box 0.113" 2-1/2" 118d" ad Common 0.151" 2-1/2" "IOd-F" IOd Framer 0.131" 3" "IOd" IOd Shear 0.148" 2-1/4" "Ibd" 16d Sinker 0.148" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO GON5TRUGTION) FOR REVIEW AND APPROVAL. B. NAILS - SHEATHING FA5TENER5 TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. G. 5GREW5 SHALL BE WOOD 5GREW5 OF THE DIAMETER AND LENGTH NOTED ON THE DRAWIN65. 505 FASTENERS ARE 51 MP50N 5TRONG DRIVE 5GREW5. D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRE55URE TREATED (INGLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 56. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLE55 OTHERWISE 5HOAN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERA15E SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBG. MINIMUM NAILING, UNLE55 OTHERN15E NOTED, SHALL CONFORM TO IBG TABLE 2304.10.1. COORDINATE THE 51ZE AND LOCATION OF ALL OPENINC75 WITH MECHANICAL AND ARCHITECTURAL DRAWING5. PROVIDE AA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG 56REW5 BEARING ON WOOD. TIGHTEN BOLTS AND LAG 50REW5 SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED M015TURE CONTENT. B. WALL FRAMING: ALL BEARING AND SHEAR WALL5 5HOWN AND NOT OTHERN15E NOTED SHALL BE 2 x 4 STUDS @ 16" O.G. AT INTERIOR WALL5 AND 2 x 6 @ 16" O.G. AT EXTERIOR WALL5. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALL5 AND AT EACH 51DE OF ALL OPENINGS. ALL BEARING STUD AALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 8" O.G. 5TA66ERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 5"x3"x1/4" PLATE AA5HER5 @ 4'-0" O.G., UNLE55 INDICATED OTHERN15E. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED 5HEATHING AND NAILING. WHEN NOT OTHERN15E NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM 5HEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 50REW5 AT 8" O.G. USE 1-1/4 " A #6 50REW5 FOR 1/2" GAB AND 5/8" GAB INHERE OCCURS. USE 1-1/4" A #6 GALVANIZED 5GREW5 FOR 1/2" GAB AND 5/8" EXTERIOR GYPSUM SHEATHING, INHERE OCCURS. VERIFY THE FIRE A55EMBLY REQUIREMENT5 INHERE APPLICABLE WITH THE ARCHITECT. G. ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN ROOFS UNLE55 OTHERN15E NOTED. PROVIDE 50LID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH IOd-F NAILS @ 8" O.G. STAGGERED UNLE55 OTHERWISE NOTED. D. P051TIVE CONNECTIONS: PROVIDE THE FOLLOWING 51MP50N CONNECTORS AT TYPICAL FRAMING UNLE55 OTHERN15E NOTED ON PLAN OR DETAIL. PROVIDE GGQ/EGGQ GAPS AND P55 BASES AT POSTS. PROVIDE BG BASE WHERE P05T BEARS ON WOOD FRAMING BELOW. PROVIDE LU5 SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE 51 ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. @ At L Angle d Penny (Nails) LB. Pound � UNO Diameter LL Live Load O Degrees LLH Long Leg Horizontal # Pounds LLV Long Leg Vertical #... Number LON61T. Longitudinal �~� Jv ) LT. WT. Lightweight (A) Above w w A.B. Anchor Bolt MAX. Maximum ADO'L Additional MECH. Mechanical ALT. Alternate MEZZ. Mezzanine APPROX. Approximate MF Moment Frame ARCH. Architect MFR. Manufacturer Q MIN. Minimum (B) Below MISC. Miscellaneous B/ Bottom of MK. Mark BF Braced Frame BLKG. Blocking (N) New BLDG. Building N. North BM. Beam N.5. Near Side BOT. Bottom NOM. Nominal BRC. Bearing NT5 Not to Scale BTWN. Between O.G. On Center CL Centerline O.D. Outside Diameter G Camber O.F. Outside Face GIP Gast In Place O.H. Overhang G.J. Construction Joint or Control Joint OPNG. Opening GJP Complete Joint Penetration OFF. Opposite GLC. Ceiling GLR. Clear PAF Powder Actuated Fastener GMU Concrete Masonry Unit PG Precast COL. Column PERM. Permanent GONG. Concrete PERP. Perpendicular CONN. Connections PJP Partial Joint Penetration CONST. Construction PL or f' Plate CONT. Continuous PLF Pounds per linear Foot G5K. Countersink PLYIND Plywood PREFAB. Prefabricated DBA Deformed Bar Anchor P5F Pounds per 5quare Foot DBL. Double P51 Pounds per 5quare Inch DEG. Degree P.T. or PT Post -Tensioning OF Doug Fir -Larch P/T Pressure -Treated DIA. Diameter DIAD. Diagonal RAD. Radius DIAPH. Diaphragm REF. Reference DIM. Dimension REINF. Reinforce or Reinforcement ON. Down READ. Required DO Ditto REV. Revise DTL. Detail R.O. Rough Opening DWG. Drawing 5. South (E) Existing 5GH. or 5GHED. Schedule E. East SECT. Section EA. Each 5HT. Sheet E.F. Each Face SIM. Similar EL. Elevation 506 Slab On Grade ELEV. Elevator SPEC. Specification EMBED. Embedment Length 50. 5quare ENGR. Engineer 50. FT. Square Feet EQ. Equal 50. IN. Square Inches) E.W. Each Way 5PF Spruce -Pine -Fir EXP. Expansion 5.5. Stainless Steel EXT. Exterior STD. Standard STIFF. Stiffener FON. Foundation 5TL. Steel FIN. Finish 5TR. Structural FLR. Floor SUB. Substitute FRP Fiber Reinforced Polymer 5YM. Symmetrical F.5. For Side FT. Foot or Feet T/ Top of FTG. Footing T$ B Top and Bottom T46 Tongue $ Groove GA. Gauge TEMP. Temporary 6ALV. Galvanized THRU Through GL Glue Laminated T.O.G. Top of Concrete GAB Gypsum Wa I I Board T.0.5. Top of Steel T.O.W. Top of Aa I I H06 Hot Dipped Galvanized TRANS. Transverse HDR. Header T5 Tube Steel HF Hem Fir TYP. Typical HCR. Hanger HORIZ. Horizontal U.O.N. Unless Otherwise Noted H55 Hollow Structural Section HT. Height VERT. Vertical VIF Verify in Field I.D. Inside Diameter I.F. Inside Face A. West IN. Inch W/ or w/ With INFO. Information W.H.5. Welded Headed Stud INT. Interior W/0 Without WP Work Point JT. Joint A.T.5. Welded Threaded Stud WWF Welded Wire Fabric K Kips K5F Kips per 5quare Foot X SECT. Gross Section K51 Kips per 5quare Inch X-5TR Extra Strong XX-5TR Double Extra Strong 0 1 0 L�IM�NA OI01� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. I w LU Z 0 U Q ai L 00 ai � UNO U N Q , U O >'QNN Q Q U O U N N O T Ln � Of IZ oo > Nw.�� LU Z Q cn 0 10� o Of O Q Q Q F_ (n �~� Jv ) (D OW w w Z� I �z _j O C-0 U) 00w Q w a� wD V_ J w< ti w � � U L5 Y O w a w � Q Q w Z _j Uj 0 Z� o _j �LLI C: C) o0 Q 1"9 q- 1019;� W 72 noneYes ■ REVISIONS PERMIT SET 2/8/21 GENERAL STRUCTURAL NOTES S1.1 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ ■ ■ F fOUNPAT SCALE: 1/4" = I' -O" ON PLAN ■ 51'-01" IS' -I1) �I-QII 0 1/53.0 TYP. v ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION 6E5IN5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 53.0 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. SEE SHEET 54.0 FOR TYPICAL WOOD DETAILS. 3. SLAB -ON -GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH #4 @ 16" O.G. EACH WAY AT MID -DEPTH // I%2 LB5/CU. YD. OF FIBERME5H 300 (OR APPROVED EQUAL), U.O.N. SEE ARCHITECTURAL PRAAIN65 FOR ADDITIONAL INFORMATION REGARDING 5UB-GRADE MO I5TURE BARRIER AND ELEVATIONS, ETC. THE SLAB -ON -GRADE 15 A STRUCTURAL DIAPHRAGM AND PART OF THE LATERAL FORGE RESISTING SYSTEM. 4. FOR SLAB -ON -GRADE JOINTS, 5EE DETAIL 2/53.0. 5. WHERE NEW CONCRETE 15 CAST AGAIN5T EXISTING CONCRETE FOUNDATIONS, DRILL AND EPDXY #4 DOWELS x 3'-0" LONG TO LAP WITH THE NEW FOOTING LONGITUDINAL REINFORCING (5" MINIMUM EMBEDMENT). 6. ALL ROOD BEARING ON UNPROTECTED CONCRETE OR MASONRY, EXPOSED TO WEATHER, OR WITHIN S" OF FINISHED GRADE SHALL BE PRESSURE -TREATED, U.O.N. 1. FOR SILL PLATE ANCHOR BOLT LAYOUT TO CONCRETE FOUNDATION AALL5 AND 5LA55, 5EE DETAIL 1/54.0. 8. ALL BEARING AND SHEAR AALL5 SHALL BE 2x4 @ 16" O.G. INTERIOR AND 2x6 @ 16" O.G. EXTERIOR U.O.N. Q. POSTS INDICATED ARE AT TH15 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. 50LID 5AAN MEMBERS OF EQUIVALENT 51ZE MAY BE 5UB5TITUTED FOR BUILT-UP MEMBERS (SUCH AS A 4x(o FOR (3) 2x4). 0. 5A -x INDICATES SHEAR WALL AT TH15 LEVEL. SEE SHEAR WALL SCHEDULE 3/54.0 FOR SHEATHING, BLOCKING, NAILING, AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR AALL5 SHALL BE SHEATHED PER 5A-6 CRITERIA U.O.N. HOUx INDIGATE5 HOLOOAN TO CONCRETE FOUNDATION AALL5 OR FOOTING5. SEE 12/54.0 FOR HOLOOAN DETAIL. USE MIN. (2) 2x P05T U.O.N. INDICATES FOOTING INDIGATE5 FOUNDATION HALL, ROOD BEARING HALL OR SHEAR HALL INDICATES ROOD BEARING OR SHEAR HALL AT TH15 LEVEL. SEE PLAN NOTES 6 $ S INDICATES NON-BEARING/ NON -SHEAR HALL AT TH15 LEVEL. SEE 1 $ 2/54.1 FOR CONNECTION DETAILS /INDICATES MULTIPLE STUD POST AT TH15 LEVEL. SEE PLAN NOTE I 5W -x INDICATES SHEAR HALL TYPE AT TH15 LEVEL. SEE PLAN NOTE 10 / INDICATES HOLOOAN TYPE AT TH15 f LEVEL. SEE PLAN NOTE II 0 ■ ■ 1Ar1�MNA OI�O� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00cq a� � 1 _ U N N Q � 00 , 2 >'QN(v U F) Lo w U N N 0 0 i N z CO > N w W Z Qcf) 0 0 z � Q � U) Q w(f) Oc Lu Z r/ I � _3 z O C-0 c/) 00 w H w w 0 Y JQ w ti w ao U Y O a ^ LJ... Q � j } Q Q U) w J ' O Lu 1..1... :f Lo wO r> J J D �OQV%& e o e popeYes ■ ■ ■ ■ ■ 1 ■ REVISIONS PERMIT SET 2/8/21 FOUNDATION PLAN S2.0 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ I 2x6 BRACE ® I6" O.G. I I I I I I I I I LJ ROOF TRU55E5 PER MFR. @ 24" O.G. - 4x8 BA48, TYP. ROOF HATCH - SEE ARCH. DRAWIN(5S, ALIGN DBL. ROOF 4x8 TRU55E5 EA. SIDE OF OPENING 21_011 I O 2x10 FLAT - - M 54ax7%2 GL 10'-0" t l 11/54.2 12/54.1 - 0520 STRAP, TYP. (6) PLAGE5 ROOF fmR,4MIN6 PLAN 51'-0211 x/54.2 1 > x/54.3 - SEE 52.0 FOR EXTENT II II II 1/54.1 TYP. t t (4) PLAGE5 I I II II II II Q DRAG TRU55 - DE516N LL FOR AXIAL FORGE SHOWN < FROM ROOF DIAPHRAGM d INTO SHEAR WALL BELOW, TVP. (5) PLAGE5 21_011 I o I - - - - - - - - - - - L I 41/54.2 I 5%ax7%2 GL 81_211 II/54.2 12/54.2 1 )� 5%ax7%2 GL I ---L L I =ICV Ij m I L - AL I GN TRU55 - - - - -_ WITH SHEAR WALL III BELOW, SEE 52.0, I `y TYP. (5) PLAGE5 21-011 II Q I I I i I 2x10 FLAT 271_511 2x6 BRAGS 16" O.G. 12/54.2 1 )� 5%ax10/2 GL ROOFTOP MEGH. UNIT, 5EE PLAN NOTE 11, TYP. 5%ax7%2 GL 5VaxIOV2 GL 13'-7" " � "7�►�illi����ifi�� I. ALL DIMENSIONS AND ELEVATIONS ON THE 5TRUGTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE GONTRAGTOR WITH THE ARGHITEGTURAL DRAWINGS BEFORE GON5TRUGTION BEGINS. ANY 0150REPANGIE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH I TELT AND ENGINEER IMMEDIATELY. 2. SEE 5HEET5 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. 5EE 5HEET5 54.0, 54.1 AND 54.3 FOR TYPICAL WOOD 31_Q11 DETAILS. 3. TYPICAL ROOF FRAMING GON515T5 OF 15/32" APA RATED 5HEATHING (INDEX 32/1(o), LAID FAGS GRAIN PERPENDIGULAR OVER PRE-FABRIGATED ROOF TRU55E5 AND 2x FRAMING @ 24" O.G., U.O.N. (5EE THE STRUCTURAL GENERAL NOTES FOR TRU55 DESIGN GRITERIA). 4. TYPICAL MINIMUM ROOF TRU55 DEPTH SHALL BE 2'-6" PER ROOF TRU55 MANUFACTURER. 5. NAIL ROOF 5HEATHING TO FRAMING WITH Sd NAIL5 (0.131"(P x 25' LONG) AT 6" O.G. AT ALL PANELS E06E5 AND Sd NAIL5 AT 12" O.G. AT INTERMEDIATE FRAMING MEMBERS (UNBLOGKED). 5EE DETAIL 6/54.0. I 2'-0" I 6. PROVIDE SOLID BLOCKING BETWEEN EACH ROOF J015T OR TRU55 AT 5UPPORT5. PROVIDE AN HI CLIP AT EVERY MEMBER TO TOP PLATE. 7. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x10 FOR EXTERIOR o I BEARING WALL5 AND (2) 2x10 FOR INTERIOR BEARING WALL5. 5EE 10/54.1 I FOR HEADER DETAIL. 10/54.3 8. PROVIDE SOLID OR BUILT-UP WOOD P05T5 BENEATH THE EN05 OF ALL V ROOF BEAMS FOR FULL BEARING. � 1. FOR TOP PLATE SPLICE 5EE DETAIL 6/54.1. ~ 10. ATTACH NON-BEARING INTERIOR WALL5 TO BOTTOM OF TRUSSES WITH 5TC L GL I P5 AT 48" O.G. I N5TALL IN AGGORDANGE WITH MFR. La o x RECOMMENDATIONS. 5EE DETAIL 2/54.1. 11. FOR ROOFTOP H\/AG UNITS GONTRAGTOR 5HALL GOORDINATE WEIGHT AND LOGATI ON5 WITH TRU55 MANUFAGTURER. GONTRAGTOR 5HALL GOORD I NATE X 51 ZE AND LOGATI ON5 OF 5HEATHING PENETRATI ON5. APPROX. WE I GHT5 2'-011 < 5HOWN ON 52.2. I C) N -- I I - 2x6 BRAGS ® 16" O.G. 4112/54.2 Am L+OrILM■A � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00 INDIGATE5 FRAMING DIRECTION � � Q INDIGATE5 EXTENT OF FRAMI NIS N INDIGATE5 WOOD BEARING o o WALL OR SHEAR WALL BELOW. U 5EE PLAN NOTE 6 - INDIGATE5 HEADER MEMBER. a 5EE PLAN NOTE 7 L+OrILM■A � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00 W_ � � Q U = O W N N N Q � 00 , 2 o o >'>QNN U O Lo w O U N N a 04 � i N Q� 0- CO > N w ■ W a - z Q vn o o � Q � a cn I Ow 1 w z �f Z O I C-0 (n oo _ �O wUw wQ Y >- w tia Lao,ir_ J Q 2 °o Y Q Q w ^w LJ... � j 0 Q J J Lu w O o �W LOUISUINIA EMMEN I 1 REVISIONS PERMIT SET 2/8/21 ROOF FRAMING PLAN S2.1 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ 1 ■ 1 ■ 1 ■ ■ 1 L LL L IS) LL OL LL SNOW DRIFT PLAN NOTES: u') �- ■ I. SNOW DRIFT LOADS ARE SHOWN w/ 25 P5F UNIFORM ROOF -1 SNOW LOADS ON THE REMAINDER OF THE ROOF. EF -4, 16 LB uu, 2. VERIFY ALL MECHANICAL UNIT WEIGHTS AND LOCATIONS WITH - ARCHITECT. co u- �' u') N RTU -3, 1651 LB n? N < Lu LU 60 PSF m 15 PSF z 60 PSF 25 PSFLu co EF -2 76 B RTU—I, 1651 LB Lu q_0 , L cL ci LL cc* EF—I, 76 LB p— ,� 60 PSF N LL a-0 u_ 25 PSF � EF -3, �6 LB RTU -2, 1651 LB � 73 P5F 32 P5F CL <r - - u') c0 cSJ � "Ro u— u— OL LL PARAPET BRAG I N6 REACTION SEE �13 PSF 60 PSFIn OL LF) LLts) In � OL IZ LL 1.L IL OL m m 0 N N 0 N 0 j w 0 0 5 10 I -T PLAN 5GALE: 1/4" = I'_011 A p O p c o LLOINYA■A � 5505 BLUE LAGOON DRIVE MIAMI; FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. REVISIONS PERMIT SET 2/8/21 SNOW DRIFT PLAN S2.2 DATE: 2/3/21 CHECKED: JHR W a - Z Qcn O O C) Q Q Q U JD c/) w O C^ ILL Q w 00 Lu U O > IE-- � JQ a w Y 0 w 2 Q Q w a- O w 3:Q � W n Z - a Q oLu >- JO 0 O W LOUISIANA KITCHEN REVISIONS PERMIT SET 2/8/21 SNOW DRIFT PLAN S2.2 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ ■ ■ ■ L+OrILM■A � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 U �i 00 N N Q � , U >' Q 1 N v o�u)00 w U NN 0 Li oo > N Nw� nen 0 W �_Z %j" x I%2" PREMOLDED Qcf) 0 CONT. MASTIC JOINT STRIP. 0 z � Q (JOINT MAY BE 5AW-GUT U) Q AT CONTRACTOR'S OPTION.) I Ow w CORNER BARS TO MATCH � z Cfl (n 00w a _O ~ Q w0 CORNER BARS TO OR055 WALL HORIZ. w ti U O w Lao,�__ (y_ Q co Y a ^w LJ...� 2 Q Q w j Q J J >- L MATCH HORIZ. REINF. REINF. (ALT. HOOKS) � 8° 0 8° ° °� °° ° °� PROVIDE CONTROL OR To�� T� v °° op ° .*CA 8 °° op ° .°°° GON5TRUGTION JOINTS IN ffFFffM 5LA55-ON-6RADE TO BREAK UP �W LOUISIANA KIMEN CONTROL JOINT SLAB -ON -GRADE INTO SMALL ° SQUARE OR APPROXIMATELY SECOND POUR FIRST POUR RECTANGULAR AREAS. NO ACUTE ANGLES. THE RATIO OF LONG TO ADDITIONAL KEYED GOLD JOINT SHORT 51 DE D I MEN51 ON SHALL 0 VERT. BARS 5EE PLAN FOR SLAB NOT EXCEED 1.5. MAXIMUM JOINT THIGKNE55 AND CONTINUE REINF. SPACING SHALL NOT EXCEED 36 REINFORGING (TYP.) THROUGH JOINT TIMES THE SLAB -ON -GRADE 0 GRO55 THIGKNE55 IN EACH DIRECTION. WALL 1800 HOOK. HOOK o �° o N 0 MAY BE 5KEWED Op 01 T�* TO MAINTAIN COVER °` o8 ° .*CAV °` ° °°° L11IL1111 2'-0" PLASTIC VAPOR BARRIER (WHERE a SINGLE CURTAIN OCCURS) AND COMPACTED CONSTRUCTION JOINT GRANULAR FILL PER GEOTEGH REPORT 4 ARCH. DWG5. 0 PLAN VIEW TYPICAL CORNER BAR AND WALL END BAR ARRANGEMENT 5GALE: NONE AT CONCRETE WALLS OR FOOTINGS a TYPICAL SLAB -ON -GRADE JOINTS 5GALE: NONE DETAIL SCALE: NONE DETAIL SCALE: 1"=1'-O" 4 STUD WALL PER PLAN I THIN BRICK VENEER (WHERE OGGUR5) PER ARCH. (WHERE PIPE 5LEEVE5 OCCUR5) A5 REQUIRED. PRE55URE TREATED SILL PLATE a� 1 1 AND ATTACHMENT PER 1/54.0 5HEATHIN6 AND SHEAR WALL PRE55URE TREATEDLu EDGE NAILING PER SHEAR SILL PLATE AND 0- 5HEATHIN6 AND SHEAR 1 1 SLAB DOWEL WALL 50HEDULE ATTACHMENT PER 1/54.0 kn w WALL EDGE NAILING PER 1 1 #4 x @ 16" O.G. < 5HEAR WALL 50HEDULE 1 1 II SLAB -ON -GRADE 2 = o ~ 1 1 2 FINISH GRADE 1 INSULATION WHERE PER PLAN z � PER ARCH. 1 1 1 OGGUR5, (5EE ARCH. — - i DRAWINGS) •o 11. • 11 °�o��� a�Do�° _ 00 ° o°�O o p° ° °� °0 00 0 0°00 0° - X 0 oo 0 o #4 @ 16" O.G. VERT. o ° SLAB -ON -GRADE 0 ° O - m °JPER PLAN Q w ALTERNATE HOOK EXCAVATION 111EIT o NOT ALLOWED z p DIRECTIONr EQ. EQ. # z (2) 4 HORIZ. TOP v BELOW THIS z 2._O.. 1'_6" LINE I m o - #4 @ 12" O.G. HORIZ. a- oOC�o m v ° MIN. MIN. (5) #4 HORIZ. m � m FOOTING DRAIN, PER ,��� TOP 4 BOT. v ARCH., CIVIL OR FREEZER SLAB PER 1-6 FOOTING TO BEAR �' PIPES MUST RUN CONTRACTOR GLR DETAIL 10/53.0 w/ DIRECTLY ON SUITABLE PERPENDICULAR THROUGH 4" 8" 4" EXPANSION JOINT PER BEARING SOILS WALL (NOT SKEWED) (2) #4 HORIZ. TO FOOTING AT 51M. TYPICAL THICKENED SLAB AT 5HEAR WALL 50ALE: NONE TYPICAL PIPE AND TRENCH LOCATIONS 50A.E: NONE PERPENDICULAR TO FOOTING TYPICAL PERIMETER WALL FOUNDATION AT SLAB -ON -GRADE 50ALE: 1"=1'-0" DETAIL 50ALE: NONE HOOK SLAB REINF. INTO THICKENED SLAB FOOTING SLAB -ON -GRADE PER PLAN FINISH GRADE 2.. SLAB -ON -GRADE PER G I VI L/ARCH. PER PLAN (SLOPE PER ARCH.) GLR O°�, °��D004-60;QOQ�o° O OQ z °��0O00 00� °° O�o�o o pO 0 o 000 IR m v I FOOTING TO m � (2) #4 HORIZ. BEAR DIRECTLY � I II I-0 ON 5U I TABLE MIN. BEARING SOILS TYPICAL INTERIOR WALL FOUNDATION (THICKENED SLAB) 5GALE: NONE C� TYPICAL THICKENED SLAB BUILDING EDGE 5GALE: NONE I O DETAIL SCALE: NONE I I DETAIL SCALE: 1"=1'-0" 12 L+OrILM■A � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 U �i 00 N N Q � , U >' Q 1 N v o�u)00 w U NN 0 Li oo > N Nw� nen 0 W �_Z Qcf) 0 0 z � Q � U) Q I Ow w Z �/ I � z Cfl (n 00w a _O ~ Q w0 Y>- J w ti U O w Lao,�__ (y_ Q co Y a ^w LJ...� 2 Q Q w j Q J J >- L Lu0 :f Lo _j =) < w0 =51..1... r> J D v 0 �W LOUISIANA KIMEN 0 N NFEF 0 N 0 r a 0 a 0 I a� L+OrILM■A � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 U �i 00 N N Q � , U >' Q 1 N v o�u)00 w U NN 0 Li oo > N Nw� nen 0 W �_Z Qcf) 0 0 z � Q � U) Q I Ow w Z �/ I � z Cfl (n 00w a _O ~ Q w0 Y>- J w ti U O w Lao,�__ (y_ Q co Y a ^w LJ...� 2 Q Q w j Q J J >- L Lu0 :f Lo _j =) < w0 =51..1... r> J D v 0 �W LOUISIANA KIMEN REVISIONS PERMIT SET 2/8/21 DETAILS S3.0 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ I NOTE: LIGHT GAUGE STEEL TRACK @ SIM. CONDITION. I /1/ ATC A AI/ I I^in fO^I Tr A T t- I IT A f7 \If. I if A/ N./ TYPICAL SILL PLATE BOLTING - PLAN VIEW PANEL EDGE NAILING PER PLAN 5HEATHING PER PLAN FIELD NAILING AT INTERMEDIATE FRAMING MEMBERS PER PLAN — 5HEATHING JOINT, PANEL EDGE NAILING PER PLAN, TYP. WHERE FULLY BLOCKED DIAPHRAGMS ARE SPECIFIED ON THE PLANS, PROVIDE 2x4 FLAT BLKG. AT 5HEATHING JOINTS, SEE DETAIL A TYPICAL ROOF DIAPHRAGM SHEATHING DETAIL 5PAG I NG F 5HEARWAL SCHEDULE ■ STUD, BLKG. OR PLATE AS OCCURS 50ALE: NONE I I I TYPICAL STAGGERED NAILING 21_011 MIN. PANEL CONTINUOUS PANEL EDGE DIMENSION I ANCHOR ANCHOR BOLT( OLT ONNECTORS \•I •I TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL •r — -- I -------- ------ RIM J015T OR BLOCKING WALL 'I EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO I TYPE I• I• •I I O I --— —— — I I• — — — —— ---L 'I .I — I • I z O TT I I' •I I -- • I Y> J I. I I •I O �— -- —— — ----- — _ •I 3x PLATE 2x PLATE I' I. I I •I •I 5W-6 15/52" APA 50ALE:1"=1'-0" I I DETAIL PANEL JOINT (3) EQ SPACES NOTE: 5TA66ER EA. LINE OF PANEL EDGE NAILING (AT ALL PANEL E06E5) AS INDICATED PANEL EDGE NAILING PER PLAN, SEE 2/54.0 2x4 FLAT BLKG. DETAIL A FLAT BLOCKING AT PANEL E06E5 (AHERE RE0D,1 PANEL EDGE NAILING PER PLAN 2x4 NAILER w/ IOd-F NAILS ® 6" O.G. J015T BEYOND AT J015T SPLICE WHERE OCCURS DETAIL B PANEL EDGE NAILING AT JOIST SPLICE !NOTES: 1. RUN LONG D I MEN51 ON OF 5HEATHING PANELS PERPENDICULAR TO FRAMING. 2. WHERE FRAMING LAP SPLICE AND 5HEATHING JOINTS ARE OFFSET, SEE DETAIL B ABOVE. 5GALE: NONE I 2 ■ SHEAR WALL SCHEDULE ANCHOR ANCHOR BOLT( OLT ONNECTORS HOLDOWN BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM J015T OR BLOCKING WALL 5HEATHING EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE OI FRAMING O J015T OR BLOGKING CONCRETE BELOW 4 5 6 Z 1 2 7 z O BELOW wti a w0 p:Q Y> J w0 Q °o U Y O a_^w 2 Q Q Q `n w J ' 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL 5W-6 15/52" APA 2x 0.151"(Px2V2" 0.1464x5V " @ 6" O.G. 5/a "(P ® 43" O.G. 5/a "(P ® 43" O.G. A55 ® 16" O.G. LTP4 @ 16" O.G. ONE-51DE 5HTG. ®6 O.G. Q 5W-4 15/32" APA 5HTG. 3x OR (2) 2x 0.131'�x2%2" 411 0.145"x3/ " @ 4" O.G. 5/a "(P ® 43" O.G. 5/a "(P ® 52" O.G. A35 ®16" O.G. LTP4 16" O.G. ONE-51DE ® O.G. 8 Q NOTES: OI INSTALL PANEL SHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. O ALL I NTERMED I ATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL E06E5 INCLUDING HORIZONTAL BLOCK I N6 PER THE SCHEDULE. O PROVIDE NAILING TO ALL PANEL E06E5, TOP $ BOTTOM PLATES AND HORIZONTAL BLOGKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.151"(P x 2V2" @ 12" O.G. ® EMBED CAST -IN-PLACE 5/8"0 ANCHOR BOLTS 7" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/54.0 FOR OTHER REQUIREMENTS. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. © PROVIDE 0.151"(P x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.151"0 x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL 5HEATHING ON FRAMING MEMBERS. SEE 6/54.1 FOR TOP PLATE SPLICE. O ALTERNATIVE TO 3x STUDS 15 (2) 2x STUDS NAILED TOGETHER WITH 0.145"(P x 5" LONG NAILS WITH THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SCHEDULE (5TAG6ER). ® 5TAGGER THE PANEL EDGE NAILS PER 2/54.0. ® RIM J0I5T/BLOGKING MINIMUM WIDTH OF I%2" 50ALE: NONE 16 I SHEAR WALL SCHEDULE - Sd NAILS SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE UP TO %2" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN I,I / I•I II / II II II II II II II II / II I•I II II TOP OF GONG. I I PER PLAN I I I —LI-- I EMBEDMENT LENGTH PER SCHEDULE — 50ALE: I "= I' -O" I I O I TYPICAL HOLMM TO CONCRETE ■ HOLDOWN STUDS OR P05T PER PLAN, (2) 2x MIN. SHEAR WALL EDGE NAILING AT EACH HOLDOWN STUD OR P05T • I . I • I CONNECTORS TO HOLDOWN I I I j STUD AS REQUIRED BY MFR. I I SEE SCHEDULE II I I HOLDOWN PER PLAN II D II IOd-F NAILS @ 8" O.G. TYP. AT BUILT-UP STUDS Ir FRAMING CONTINUOUS WHERE OCCURS II CONCRETE RE I NFORG I NG II / I,I GA5T-IN-PLACE HEADED ANCHOR BOLT AND 5TD. WASHER, OR ALL - THREAD WITH DOUBLE HEAVY HEX NUTS AND 5TD. WASHER 50ALE: NONE I 8 NOTE: PROVIDE HOT DIPPED GALVAN I ZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. I 50ALE: NONE 12 1Ar1�MNA OI�O� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00 ANCHOR ANCHOR BOLT( OLT ONNECTORS HOLDOWN BOLT (PI N CONCRETE TO HOLDOWN U u) 00 EMBED LENGTH STUDS HOU25/a"0 Cq Lf> N 13" (6) %"x2%2" SDS 5GREW5 HOU4 5/a"0 13" (10) %4"x2%2" 5D5 5GREW5 NOTE: PROVIDE HOT DIPPED GALVAN I ZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. I 50ALE: NONE 12 1Ar1�MNA OI�O� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! 00 4D � U N N N Q 0 U >'QNN U u) 00 w U N N 0 Cq Lf> N O > N w w Z H Qco 0 lf)� � Q � U) Q ' O Lij w Z 1 z O co (� obw wti a w0 p:Q Y> J w0 Q °o U Y O a_^w 2 Q Q Q `n w J ' O} z It w O J popeYes REVISIONS PERMIT SET 2/8/21 DETAILS S4.0 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ SHEATHING PER PLAN WHERE D I AGONAL BRACE LENGTH PANEL EDGE NAILING EXCEEDS 6-0", ATTACH 2x4 LATERAL PER PLAN TO TRUSS BRACE AT MID -SPAN w/ (2) IOd-F NAILS TO EACH BRACE PANEL EDGE NAILING PER PLAN TO BLOCKING, TYP. (I) BAY 2x BLKG. AT BRAGS w/ A347 (I) BAY 2x BLOCKING @ EACH END 48" O.G. MAX. ALTERNATE EACH 7 51 DE OF TRU55 i SHEATHING AND EDGE NAILING AT ALIGN ROOF TRU55 TO MATCH TRU55 ABOVE SHEAR WALL SHEAR WALL BELOW ROOF TRUSS I (MAX.) L PER PLAN, TYP. CONNECT TRUSS BOTTOM 2x6 D I AGONAL CHORD TO WALL ACCORDING TO THE BLOCKING TO TOP BRACE @ 8 -0 O.G. MAX. PLATE CONNECTION PER ATTACH TO BLKG. w/ SHEAR WALL SCHEDULE (5) IOd-F NAILS, AND ATTACH TO WALL TOP SHEATHING AND SHEAR PLATE w/ GBG WALL EDGE NAILING PER SHEAR WALL SCHEDULE TYPICAL ROOF TRU55 TO INTERIOR SHEAR WALL - TRU55 PARALLEL 50ALE: NONE GUT GIRC NOT( 'V' NOT( LET - NOT( STUD DEPTH MAX. DEPT MIN. DEPTf MIN. 5/8" EDGE DIST (TYP) STUD DEPTH MAX. DIAMETER OF HOLES HOLES ARE TO BE SPACED AT LEAST A STUD DEPTH FROM A GUT OR NOTCH HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLE A. GUTTING AND NOTCHING WOOD STUDS 51ZE (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) BEARING WALL 5TU05: 8'-0" STUD MAX. DEPTH OF MIN. DEPTH REMAINING SIZE SAW GUT OR NOTCH AFTER GUT OR NOTCH 2x4 7/8" 2-3/8" 2x6 1-3/8" 4-1/8" 2x8 1-1/8" 5-3/8" NON-BEARING WALL 5TU05: 21'-2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51ZE SAW GUT OR NOTCH AFTER GUT OR NOTCH 2x4 1-1/2" 2" 2x6 2-3/8" 3-1/8" 2x8 3" 4-1/4" B. HOLES IN WOOD STUDS Z �/ BEARING WALL: � STUD MAX. DIAMETER �C/) 00w SIZE OF HOLE w0 2x4 1-1/2" Y >— J 2x6 2-3/8" U P 2 2x8 3" ^wM5 LJ...� NON-BEARING WALL: Q Q L FULL -DEPTH TRUSS BLOCKING @ 48" O.G. TRUSS PER PLAN NON-BEARING WALL PER ARCH DRAWING5 5I MP50N STC CLIP @ 48" O.G. SLOT VERTICAL (NAIL AT MID -HEIGHT OF SLOT) Ir wr�_,rw ";VZTA oviol Fon.1 1 CEILIN6 JOIST SCHEDULE 51ZE MAX. SPAN 2x4 @ 24" O.G. 8'-0" 2x4 @ 16" O.G. 1'-2" 2x6 @ 24" O.G. 12'-6" 2x6 @ 16" O.G. 14'-4"" 2x8 @ 24" O.G. 16'-6 2x8 @ 16" O.G. I'll—O"" 2x10 @ 24" O.G. 21'-2 2x10 @ 16" O.G. 24'-3" 51 MP50N STC CLIP @ NOTES: II TRUSS PER PLAN 48 O.G. SLOT VERTICAL GE I L I NG JO I ST TABLE BASED ON HF #21 Fb=850 PSI (REPETITIVE NON-BEARING WALL (NAIL AT MID -HEIGHT OF SLOT) SEE ARCH DRAWIN65 WALL PERPENDICULAR TO ROOF/FLOOR FRAMING TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) - WOOD TRU55 (14) IOd-F NAILS @ 3" O.G. STAGGERED IN 2 ROWS AT EACH SIDE —7-\ OF EACH SPLICE � MEMBER USE), Fv = 150 PSI E=1.3X106 PSI, DEFL. < L/240 ATTIC LIVE LOAD = 10.0 PSF CEILING DEAD LOAD = 5.0 PSF 50ALE: NONE 2 CEILING JOIST SCHEDULE IOd-F NAILS @ 12" O.G. STAGGERED IN 2 ROWS ELSEWHERE 30700 3PEICE 4'-0" MIN. BETWEEN SPLICES 50&E: NONE 15 NOTES: I. AT NON -SHEAR WALLS, NAIL STUDS TOGETHER WITH IOd-F NAILS @ 8" O.G. 2. ADDITIONAL STUDS REOU I RED AS NA I LER5, ETC. ARE NOT SHOWN. SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) IOd-F FACE NAIL`. SAME SPACING A' PANEL EDGE NAIL PER THE SHEAR N SCHEDULE (SEE NC AT NON -SHEAR K VARYING WALL SIZE IOd-F FACE NAILS w/ THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE I AT NON -SHEAR WALLS) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) WALL CORNER HOLDOWN PER PLAN. NOT GUT THE BOTTOM PORTION 5HOWN FOR CLARITY OF 2x6 TO ALLOW FOR HOLDOWN INSTALLATION IOd-F FACE NAILS w/ THE (2) ROW5 I Od-F NAILS @ SAME SPACING AS PANEL 6" O.G. @HOEDOWN STUDS EDGE NAILING PER SHEAR WALL SCHEDULE SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) WALL CORNER w/ HOLDOWN SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL 50HEDULE i (WHERE OCCURS) IOd-F FAGS NAILS w/ THE SPL I GE TO OCCUR AT CL. SAME SPAG I NG A5 THE OF STUD (TVP.) PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE I AT NON -SHEAR WALLS) LL WAINTERSECTION TYPICAL TOP PLATE SPLICE 50ALE: NONE 6 DETAIL 5GALE: NONE TYPICAL WALL INTERSECTIONS 50ALE: NONE 8 WHERE HEADER INTERRUPTS 2'-0" MIN. w/ ad NAILS LENGTH OF STRAP PER PLAN DOUBLE TOP PLATE, @ 2" O.G. TO RIM JOIST w/ ad NAILS @ 8" O.G. 010, PROVIDE M5TA24 U.O.N. PROVIDE 2x4 FLAT BLKG. AT DOUBLE TOP PLATE STRAP. WHERE JOISTS ARE STRAP PER PLAN PARALLEL TO STRAP, ADD OR ALIGN A J01 ST UNDER THE RIM JOIST STRAP (INSTEAD OF BLOCKING) I A35 AT EXTERIOR NAILS PER PLAN 11/54.3 HEADERS OVER T I A 6-0" IN LENGTH STRAP PER PLAN (6) IOd-F NAILS SHEATHING PER PLAN TRU55 i PER PLAN KING STUD POST PER PLAN, (PROVIDE MIN.(2) j 2x STUDS AT HEADERS OVER 6-0" IN LENGTH, U.O.N. ON PEAK) STUD MAX. DIAMETER HEADERS OVER 6-0" IN LENGTH) � UoCL 51ZE OF HOLE o Q d) 2x4 2-1/4" >'Q04 NN TYPICAL HEADER DETAIL 2x65 -51b TRIM STUD P05T PER PLAN, STRAP TO BLOCKING DETAIL 2x8 4-1/2" (PROVIDE MIN. (2) 2x STUDS AT TYPICAL DRAG STRUT DETAIL 5GALE: NONE SINGLE PLATE (PROVID DOUBLE PLATE AT EXTERIOR OPENINGS OVER 10'-0" IN LENGTH) HEADER PER PLAN, COORDINATE PLACEMENT OF HEADERS WITH ARCH. IOd-F NAILS @ 8" O.G., TYP. AT BUILT-UP STUDS ..'A I LAT BLOCKING BETWEEN FRAMING (WHERE STRAP 15 PERPENDICULAR TO FRAMING) 0 1 0 0 1 0 1 0 L+OrILMNA � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! Co HEADERS OVER 6-0" IN LENGTH) � UoCL U W o Q d) TYPICAL ALLOWABLE HOLES AND NOTCHES IN 5TUD5 5GALE: NONE >'Q04 NN TYPICAL HEADER DETAIL 5GALE: NONE I O STRAP TO BLOCKING DETAIL 5GALE: NONE I I TYPICAL DRAG STRUT DETAIL 5GALE: NONE 12 0 1 0 0 1 0 1 0 L+OrILMNA � 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. ;a! Co W � UoCL U W o Q d) >'Q04 NN U O 3: N w U N N 0 c'j N z 00 > N w W Z Qcf) 0 0 z � Q � U) Q C/) ' Ow w Z �/ � z O �C/) 00w wQ w0 Y >— J ti w So, Q °o U P 2 O 'r- CL ^wM5 LJ...� Q j >- Q Q L w J 0 z—i Lr) :f p J 1J 72 popeYes REVISIONS PERMIT SET 2/8/21 DETAILS S4.1 DATE: 2/3/21 CHECKED: JHR ■ ■ ■ ■ ■ ■ ■ L+Or1�M■A Of011� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 0 N 00 L � U N N Q 00 U >'QNN v 73 3: 04 o w U N N 0 04 i3: Oo > N3. 0- N w nen 0 W Z Qcf) 0 0 z � Q � CONT. 2x10 DBL. Q I O LI L t� 11, 11 w Z f ii � z _3 O w a p: Q w0 0000 Y J w ti U O w rn �_ � Q °o Y CL ^w LJ... Q Q w � j Q J -- L 0 zZj A35 CLIP (T 4 B) @ 32" TOP PLATE o 0 �W LOUISIANA KIMEN h N ro O.G. TO PLATE AND O N O 3' h PARAPET STUD, TYP. a 0 3 a 0 (4) IOd NAILS BRAGS CONT. 2x10 OVER 2x6 I TO STUD, TYP. 2x10 OVER 2x6 DBL. TOP PLATE 2x6 PARAPET STUD DBL. TOP PLATE @ 16" O.G. MEMBRANE ROOF PER CONT. 2x10 OVER ARCH. A35 CLIP (T$B) @ 32" 2x6 DBL. TOP A35 CLIP (T$B) @ 32" O.G. TO PLATE AND PLATE ROOF 5HEATHING $ O.G. TO PLATE AND PARAPET STUD, TYP. 5HEATHING $ EDGE EIF5 PER ARCH. PANEL E06E NAILING PARAPET STUD, TYP. NAILING PER SHEAR PER PLAN WALL 5GHEDULE (MIN. 10d LIGHT FIXTURE NAIL5 @ 8 O.G. AT NON -� PER SHEAR WALL 5GHEDULE Q BRACE L16HT FIXTURE PER ARCH. SHEAR WALLS x �� (MIN. IOd NAIL5 @ 8 O.G. AT FORGE @ PER ARCH. PANEL EDGE NAILING -, -, A35 CLIP @ 32" O.G. TO NON SHEAR WALL5 m EA. TRU55 —� TO RIM .4 .a TOP PLATE AND STUD �* I d MEMBRANE ROOFING MEMBRANE ROOFING 2x6 PARAPET BRACE I J MEMBRANE ROOF I N6 m PER ARCH. cn -� BALLOON FRAMED 2x6 PER ARCH. � PER PLAN 181 LB (ASD) m PER ARCH. 2x6 PARAPET STUD @ 16" O.G. RIGID INSULATION PER 5TUD5 @ 16" O.G. 5HEATHING PANEL EDGE CONT. 2x10 SLEEPER = 2x6 PARAPET STUD @ 16" O.G. RI61D INSULATION PER v c� ARCH. v cz NAILING PER PLAN w 0- o 1 w/ (3) %4"x4%2" 505 v ARCH. < w EIF5 PER ARCH. 5HEATHIN6 $ PANEL EDGE II L5TA12 @ 32 O.G. (MAX.) PANEL EDGE NAILING TO RIM m 5GREW5 @ 16" O.G. EIF5 PER ARCH. 5HEATHING 4 PANEL EDGE Lu PANEL EDGE NAILING TO RIM NAILING PER PLAN (OFFSET w/ 5TUD5) PANEL E06E NAILING H6A10 Lou_ 5HEATHING $ EDGE NAILING NAILING PER PLAN TO TRU55 BLK6. GL I P PER SHEAR WALL 5GHEDULE 2x6 BOT. PLATE w/ Ibd NAIL5 TYP. (MIN. IOd NAIL5 @ 8" O.G. AT 2x6 BLKG. w/ A35 TO EA. @ 6" O.G. TO RIM $ EA. TRU55 NON SHEAR WALL5 2x6 BOT. PLATE w/ Ibd NAIL5 2x6 BOT. PLATE w/ Ibd NAIL5 @ 6" O.G. TO RIM $ EA. TRU55 STUD @ 5TRAP LOCATIONS (4) 3/8"(Pxb" LONG LAG 5GREW5 CONT. 4x8 BLKG. w/ @ 6" O.G. TO RIM $ EA. TRU55 @ CANOPY TIE ROD CONN. (2) A54 GLIP5 TO 4x8 BLK6. w/ (2) A34 GLIP5 TRU55 EA. END APPLIED SHUTTER PER ARCH. TO TRU55 EA. END @ CANOPY TRU55 RIM PER MFR. APPLIED SHUTTER PER ARCH. TIE ROD CONN. HI, TYP. HI, TYP. 3 (4) /5"(Px6" LONG LAG 5GREW5 HI, TYP. TRU55 RIM PER MFR. EIF5 PER ARCH. TRU55 RIM PER MFR. @ CANOPY TIE ROD CONN. (2) BAYS TRU55 BLKG. CANOPY BY z Q ROOF TRU55E5 SHEATHING &EDGE 5H @ 32" O.G. OTHERSLu ROOF TRU55E5 CANOPY BY OTHERS ROOF TRU55E5 PER PLAN I L I N6 PER SHEAR PER PLAN PER PLAN Lu WALL 5GHEDULE (MIN. IOd 2x6 DBL. TOP PLATE NAIL5 @ 8" O.G. AT NON ROOF TRU55 PER PLAN 2x6 DBL. TOP PARAPET STRAPPING 4x8 BLK6. w/ (2) A34 SHEAR WALL5 - LOCATE TRU55 AT PLATE PER DETAIL 1/54.2 GLIP TO TRU55 EA. END @ G516 @ 32" O.G. EA. BIDE w/ IN51DE FACE OF 5TUD5 TIE ROD CONN., TYP. (26) IOd NAIL5 EA. END OF w/ Ibd @ 6" O.G. @ TOP 5TRAP. TO PREVENT CHORD TO BLK6. 2x6 DBL. TOP PLATE 5PLITTIN6, ALTERNATE WALK-IN FREEZER INTERIOR $ EXTERIOR BY OTHERS 5TRAP ON ADJACENT 5TUD5 5U5PENDED GE I L I N6 5U5PENDED GE I L I N6 ATTACH CANOPY BASE w/ 5U5PENDED GE I L I N6 ATTACH CANOPY BASE w/ 5U5PENDED GE I L I N6 PER ARCH. PER ARCH. (2) 3/5"(Px6" LONG LAG PER ARCH. (2) 3/5"(Px6" LONG LAG PER ARCH. 5GREW5 @ 16" O.G. 5GREW5 @ 16" O.G. BEAM PER PLAN STUD WALL PER PLAN STUD WALL PER PLAN CONT. 6x8 BLK6. w/ 2x6 5TUD5 @ 16" O.G. (2) A34 GLIP5 TO STUD EA. END BEAM PER PLAN 6LAZ I N6 PER ARCH. I NTERMED I ATE BLK6. I NTERMED I ATE BLK6. PER ARCH., TYP. PER ARCH., TYP. FTG. � REINF. FTG. � REINF. FTG. � REINF. FTG. � REINF. PER 7/53.0 PER x/53.0 PER 7/53.0 PER 7/53.0 2x6 STUDS @ 16" O.G. 51 DEWALK � 51 DEWALK � 51 DEWALK PER CURB PER FREEZER SLAB CURB PER ARCH. ARCH. � PER PLAN � ARCH. _ K�TGFI,�. SCALE: 3/4"=1'-0" GOOLER/FREEZER Wp�.L SCALE: 3/4"=1'-0" I O BALCONY DRIVE—THRU WINDOW SCALE: 3/4"=1'-0" I I DINING WALL 5GALE: 3/4"=1'-0" 12 L+Or1�M■A Of011� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 0 N 00 L � U N N Q 00 U >'QNN v 73 3: 04 o w U N N 0 04 i3: Oo > N3. 0- N w nen 0 W Z Qcf) 0 0 z � Q � U) Q I O LI L t� 11, 11 w Z f ii � z _3 O w a p: Q w0 0000 Y J w ti U O w rn �_ � Q °o Y CL ^w LJ... Q Q w � j Q J -- L 0 zZj :f u') J p � o 0 �W LOUISIANA KIMEN h N ro O N O 3' h a 0 3 a 0 I L+Or1�M■A Of011� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 0 N 00 L � U N N Q 00 U >'QNN v 73 3: 04 o w U N N 0 04 i3: Oo > N3. 0- N w nen 0 W Z Qcf) 0 0 z � Q � U) Q I O LI L t� 11, 11 w Z f ii � z _3 O w a p: Q w0 0000 Y J w ti U O w rn �_ � Q °o Y CL ^w LJ... Q Q w � j Q J -- L 0 zZj :f u') J p � o �W LOUISIANA KIMEN I ■ ■ ■ 1 1 1 1 L�IM�NA OI01� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 0 N L co �=3U U > C'4 ch t N 4t > I N 0 v u) o Lu U N N O 0 Lo3i of Oo > IZ c'4w�.� nen 0 W Z NOTE: Q cn O � o Of O� Q Q FOR INFORMATION NOT Q F - (n Q U) O W w w NOTED, SEE II/54.2 Z� 1 �z O cfl U) 00w a� Q wD w Y>-w> J w U � �-w Q rn Y BALLOON FRAMIED 2x6 Qw w 3i Q Z w o> Z� � w p �>- �o v STUDS @ 16" O.G. C CONT. 2x10 OVER 2x6 LIGHT FIXTURE DBL. TOP PLATE PER ARCH. A35 CLIP (T$B) @ 32" J O.G. TO PLATE AND PARAPET STUD, TYP. 5HEATHIN6 4 EDGE NAILING PER SHEAR WALL -, 51 GN PER ARCH. SCHEDULE (MIN. IOd NAILS Q LIGHT FIXTURE @ 8" O.G. AT NON SHEAR 4x8 BLKG. w/ (2) A34 CLIP d BRACE PER ARCH. WALL5 O TO STUD EA. END @ 516N FORGE - CONN., TYP. [L < ++ MEMBRANE ROOFING �+ I 176 PLF (ASD) m PER ARCH. � 2x6 PARAPET STUD @ 16" O.G. RIGID INSULATION PER Lu °- v ARCH. CONT. 2x10 SLEEPER d EIF5 PER ARCH. 5HEATHIN6 PANEL EDGE PANEL EDGE NAILING w/ (3) %4"x4%2" 505 Lu n- PANEL E06E NA I L I N6 NAILING PER PLAN m TO TRU55 BLKG. 50REW5 @ 16" O.G. TO RIM L5TA12 @ 32" O.G. H6A10 (MAX.) (OFFSET w/ GL I P, STUDS) TVP. 2x6 BOT. PLATE w/ 16d NAILS @ 6" O.G. TO RIM 4 EA. TRU55 CONT. 2x6 BLK6. w/ A35 TO EA. STUD @ STRAP LOCATIONS CONT. 4x5 BLKG. w/ 6x8 BLKG. w/ (2) A35 GLIP (2) A34 CLIPS TO TO TRU55 EA. END @ CANOPY TRU55 EA. END APPLIED SHUTTER PER ARCH. TIE ROD CONN. HI TYP TRU55 RIM PER MFR. (4) 3/a"(Px6" LONG LA6 5GREW5 @ CANOPY TIE ROD CONN. Q ROOF TRUSSES (2) BAYS TRU55 BLKG. PER PLAN CANOPY BY @ 32" O.G. '�' 2x6 DBL. TOP PLATE OTHERS ROOF TRUSSES PER PLAN L -LOCATE TRU55 AT I N51 DE G516 @ 32" O.G. EA. 51DE w/ FAGE OF STUDS w/ 16d (26) IOd NAILS EA. END OF NAILS @ 6" O.G. @ TOP STRAP. TO PREVENT 2x8 CEILING JO I STS @ CHORD TO BLKG. lx� 5PLITTIN6, ALTERNATE 24" O.G. w/ LU52S TO INTERIOR $ EXTERIOR LEDGER STRAP ON ADJACENT STUDS ATTACH CANOPY BASE w/ SUSPENDED GE I L I NG ° (2) 3/a"(Pxb" LONG LAG PER ARCH. II 5GREW5 @ 16 O.G. BEAM PER PLAN 2x6 FIRE BLKG. PER ARCH. GYPSUM BOARD CEILING PER ARCH. 2x8 LEDGER w/ (3) 16d NAILS @ EA. STUD STUD WALL PER PLAN GLAZING PER ARCH. FT6. 4 REINF. FT6. 4 REINF. 2x6 STUDS @ 16" O.G. PER 1/53.0 PER 1/53.0 51 DEWALK $ CURB - - - - - PER ARCH. - - - - TOILET ROOM WAIL 5GALE: 3/4"=1'-0" FRONT DINING ROOM 50ALE: 3/4"=1'-0" 101 DETAIL 50ALE: 3/4"=1'-0" I I VETAIL 5GALE: 3/4"=1'-0" 12 1 1 1 1 L�IM�NA OI01� 5505 BLUE LAGOON DRIVE MIAMI, FL 33126 THESE DRAWINGS ARE THE PROPERTY OF POPEYES LOUISIANA KITCHEN, INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE OWNER. E 0 0 N L co �=3U U > C'4 ch t N 4t > I N 0 v u) o Lu U N N O 0 Lo3i of Oo > IZ c'4w�.� nen 0 W Z Q cn O � o Of O� Q Q Q F - (n Q U) O W w w I Z� 1 �z O cfl U) 00w a� Q wD w Y>-w> J w U � �-w Q rn Y O 11 Qw w 3i Q Z w o> Z� � w p �>- �o v C T� Ham. noneYes FTJ 1 1 1 ■