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2024-0147(2) oy� SIX FLAGS GREAT ESCAPE ms 288.20-1-20 2024-0147 = BOBCAT" RETAIL STRUCTURE Great Escape Theme Park w 1172 State Route 9 1172 U .S. ROUTE 9 N New retail shop (Bobcat) 480 s.f. m m TOWN OF QUEENSBURY, NEW YQmii& ° LEVER HANDLES REQUIRED z _ z w w o=c N ALL PASSAGE DOORS I _ INTERIOR OR 0 u= WHETHER Z H3c EXTERIOR DOORS o w N Z �l' I ,f 0 w m3o 0 0 SITE LOCATION T i, GLEN LAKE , a a W a a v T4 w rF x a o 2§ .a SITE LOCATION - % c?1 c� Kz- N s - Y 0 O 19r t , r �j LOCATION PLAN d SCALE:N.T.S. I � N W W iL LLI C�: H H ° M � �w JN E ¢a�.�° J z rv^ rn BURY UILDI T� CODES IE . N� r .an,...d/.. Q I- LU I C i. 1�' J Q ? !W w _�..? �,ra. F X C) ED w LEGEND: D a 3 z7 m ° h LINE TYPE: IOT O EXISTING STRUCTURES/OBJECTS/UTILITIES ii 0 SURVEYED AND OR FIELD VERIFIED: Z EXISTING STRUCTURES/OBJECTS/UTILITIES Q NOT VERIFIED BY SURVEY OR ------------- -- FIELD DOCUMENTATION: STRUCTURAL DESIGN LOADS: PROPOSED STRUCTURES/OBJECTS/ PER RESIDENTIAL CODE OF NEW YORK STATE LG .4.. Q UTILITIES: DESIGN LOADS. LIVE(PSF) DEAD(PSF) N PROPERTY LINE: — FLOOR LOAD 100 15 TREE LINE: GROUND SNOW LOAD so N/A SHORELINE/STREAM: — COVER SLAB FOUNDATION SOIL-BEARING 1000 N/A PRESSURE(PER GEO-TECH REPORT) SWALE: - — FENCES:CHAIN LINK,WOODEN: —X X— L]F1 NAND 115 MPH(35EC GUST) SANITARY MANHOLE O FIRE HYDRANT UTILITY POLE ` , NOTE:SEISMIC DESIGN CATEGORY"B". C 1 STORM MANHOLE Op WATER VALVE pQ LIGHT FIXTURE 0 PRO 902OS4.88 REVISION INDICATOR:® SHEET:1 OF 6 I�SITE SETTING PLAN ..�-�--�--��--�- PLOTTED: 03/26i2024 iz:ooPM TEST HOLE:© TP# SCALE:SEE GRAPHIC SCALE ��/N, RY PERCOLATION TEST: PT T�D�"I�'y� `�'� I DTI"R y-g^ �ropy �OfNOTE:G-1 NOTE# B�IILDiNsw h I �i'1 NOTE REFERENCE TAG: Cl Base don our I t4. I ^-ornpliance o ;P SEE DRAWING [7 l! f #FOR NOTE velitr our c�m;�,�I � , ,t : I�tru�d as DETAIL# indicating the A0 S are in �� N0. o DETAIL REFERENCE TAG: iia� y �g Fd 082028 y Dl SEE DRAWING#FOR DETAIL full oraQra�t� Ti° ':��{ des of pROFES510�r New York Sta, SfxFlags ROBERT U.HOLMES II SECTION CUT DIRECTION P.E.#082026 q SECTION LET-TER I � m COPYRIGHT O 2023 SECTION REFERENCE TAG: D1 con =- - - = H, SEE DRAWING# av n_i,.:ns-o mcirv_a i,un.nwru_. FOR SECTION GENERAL NOTES: G-1)MAP DERIVED FROM APPROVED C.T.MALE ASSOCIATES DRAWING SET LABELED"BOBCAT WOODEN _ ROLLER COASTER"DATED:11/27/2023. g�? RAMP PLANS PROVIDED BY HAANEN ENGINEERING,LLP TITLED"BOBCAT RIDE-HANDICAP RAMP - FOUNDATION PLAN AND NOTES"DATED:11/06/2023. � m5� G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW oz� YORK(1-800-962-7962)AND RECORD FILE k.VERIFY BUILDING CONNECTIONS,LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER'' OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED, U G-3)EXISTING STRUCTURES TO BETAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR 0 - DISPOSAL ATA PERMITTED FACILITY,OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL,AS H OJb9 WARRANTED,PRACTICAL,AND/OR AS ORDERED BY OWNER. £ G-4)ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE PROPOSED w 1 WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED. If LUMBERJACK x I ( ' m SPLASH a J z r w a ° Hs d p F a _ - GO-KART TRACK d Sa NOIg � I� p Q ms8 W \ G H ❑ $ .8, GO-KART ACCESS ROAD J7 ° c a I I n cn COASTER STRUCTURE&TRACK a F d O � (FOUNDATION) a� a � X ad � S as w FG \\ } ° PROPOSED I l� \ li N p� STORMWATER oN a a 2 tip -1- d ° NEW G BOBCAT COASTER X I I dJ EXISTING'TRADEWINDS'BUILDING I% Y\ 0 9 d �1° EXISTING GO-KART Z G d I O ,�� GARAGE TO REMAIN OCD ti 4 J a d J L W C :< d a ° d a a a W W Y a ca Q t f� i� O F J I 'on co ,�. cV d d / a -- - G a a d a LU W a d EXISTING RIDE J/ if '� O ° a d OPERATIONS BUILDING a _---_____------ I ~ CO F a ° d TO REMAIN AND BE �� EXISTING RAMPS TO BE S� ° F / W w uj w REUSED FOR NEW Z ° a a REUSED aG J ( H Z w a COASTER -9" 30-9 ° ° d EXISTING RETAINING a \l E— i� --X t-- 66'-6" —WALL TO REMAIN ,I' W Z V�lv� Q OC �f� Z -__ ___-_-__aOBCAT EX T 24'-4" 2- RAMP 7 L� X_ LG X� PROVIDE 20'MIN. 3 RETAIL SHOP C2 X SPACING TO REMAIN N X x---X L REMOVE ONE SECTION OF FENCE BOBCAT UUE RAGING RIVER RAFTERS I (6'MIN.)IN ORDERTO PROVIDE A THE SAME LINE OUTPOST RAGING 4 1 PLAN RIVER I SEATING OR 20,MINIMUM SITE PORTAL X , ALPINE FESTHAUS \\ SITE PLAN GRAPHIC SCALE C 1 L 20' 0 10, 20' 40' SCALE:SEE GRAPHIC SCALE PRO#01-054.87 (IN FEET) SHEET:2 OF 6 PLOTTED: 03/26/2024 12:00 PM of NEw Y Oq�.. v y'FF. NO.002026 OA'pOFESSIO�*y SIX ROBERT U.HOLMES II P.E.#082026 Great Escape X COPYRIGHTNDV —1N0, W U . BUILDING NOTES: 5 O/gO 1. ALL CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE(IBC)AND THE ENERGY CONSERVATION CODE OF NEW YORK STATE. ° EXISTING RETAINING I ------_.__-__-__-_ WALL TO REMAIN 2. THE CONTRACTOR/OWNER SHALL COMPLY WITH ALL LAWS&REGULATIONS OF ANY PUBLIC AUTHORITY BEARING ON "5= A I CONCRETE CURB THE PERFORMANCE OFTHE WORK. Sao CONCRETE �'� LANDING PAD TO REMAIN 1= C2 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND I, PROCEDURES&COORDINATION OF ALL PORTIONS OF WORK. /— Y 4. ALL MEASUREMENTS TO BE FIELD VERIFIED. °myz i i CO CONCRETE SLAB J pA i i 30 x 16 STRUCTURE m �,x BOBCAT EXIT RAMP -- 16'2" O CONCRETE TO SLOPE 16' � �£z i STRUCTURAL NOTES ROOF EVE 1)METAL FRAMING ANCHORS:CLEVELAND STEEL SPECIALTY CO.,HARLEN METAL PRODUCTS,INC.,SILVER METALC m < PRODUCTS,INC.,SIMP50N STRONG-TIE COMPANY,INC.,SOUTHEASTERN METALS MANUFACTURING CO.,IN . Z I W PROPOSED RETAIL w 2,E -� 2)FOR NON-LOAD-BEARING INTERIOR PARTITIONS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES:GRADE: C3 -? SHOP LOCATION -�'.- I CONSTRUCTION,STUD,OR NO.3.SPECIES:EASTERN SOFTWOODS;NELMA OR SPP.UCE-PINE-FIR;WWPA. � z 3)ALL EXTERIOR WALL FRAMING TO BE 2X6 CONSTRUCTION WITH MAXIMUM STUD SPACING OF 16"O.C. z �3 16"EVE OVERHANG - 4)FOR EXTERIOR AND LOAD-BEARING WALLS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: z GRADE:NO.2.OR BETTER,SPECIES:SPF;WWPA. RETAIL SHOP FOUNDATION ~ ° 3 GRAPHIC SCALE S�FLOOR FRAMING TO BE PROVIDED OF THE FOLLOWING GRADE&SPECIES:GRADE#20R BETTER,SPECIES-SEE-WWPA O > yp, SCALE:SEEGRAPHICSCALE OR AS OTHERWISE SPECIFIED ON DRAWINGS(FIRST FLOOR FLOOR JOISTS TO BE#2 SOUTHERN YELLOW PINE). w 5 0 2'6" w s:� 6)PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH (IN FEET) CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT EVIDENCE COMPLIANCE WITH BUILDING CODE IN :3 N TOOLED SCORE JOINT; EXPANSION JOINT; EFFECT FOR PROJECT.PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES,AS PUBLISHED BY D _ }" RADIUS,}" DEE I•SAW CUT,BITUMINOUS MANSION MANUFACTURER,THAT MEET OR EXCEED THOSE INDICATED. n JgNf FlLLER W/SEALANT,TOOL BOTH EDGES LL?E 5•� 7)WHERE STRUCTURAL-USE PANELS ARE INDICATED FOR CONCEALED TYPES OF APPLICATIONS,PROVIDEz0 SUBBASE COURSE;NYSDOT REM 304.05 APA-PERFORMANCE-RATED PANELS COMPLYING WITH REQUIREMENTS DESIGNATED UNDER EACH APPLICATION FOR a a a a w 2 6' TYPE 4,COMPACTED TO 95%STANDARD GRADE,SPAN RATING,EXPOSURE DURABILITY CLASSIFICATION,AND EDGE DETAIL(WHERE APPLICABLE).PROVIDE PANELS (MIN.) PROCTOR MEETING REQUIREMENTS SPECIFIED BUT NOT LESS THAN THICKNESS INDICATED. _ GEOTEXILE(FOR SEPARATION)RECOMMENDED 8)FOR WALL&ROOF SHEATHING PROVIDE APA-RATED'CDX'PLYWOOD SHEATHING. y a? 6'x6'WI A.WI.4 WWII DUSTING LNG SUBGRADE AT MID DEPTH SECTION 9)COMPLY WITH AFPA'S"MANUAL FOR WOOD FRAME CONSTRUCTION,"UNLESS OTHERWISE INDICATED.INSTALL ENGINEERED WOOD PRODUCTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.INSTALL FRAMING N Q Ej MEMBERS OF SIZE AND AT SPACING INDICATED ON DRAWINGS.DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN o p `bje A SUPPORTS. CONCRETE LANDING PAD DETAIL G.2 scuF:e.*s. 10)LVL CONNECTION CONSISTS OF 3 ROWS OF 10d NAILS @ 12"O.C.(TOP,MIDDLE.CENTER). 11)DECK CONNECTION TO EXTERIOR WALL,DECK SHALL BE POSITIVELY ANCHORED TO THE EXTERIOR WALL(RIM BOARD) 0 AND DESIGNED FOR eDTH VERTICAL AND LATERAL LOADS,FOR A DECK THAT CANNOT BE POSITIVELY ANCHORED THE '>_ DECK SHALL BE SELF-SUPPORTING.DECK LEDGER CONNECTED TO THE EXTERIOR WALL TO BEA MINIMUM OF A#22x8 w NOMINAL(PRESSURE TREATED)DIMENSIONAL LUMBER.SEE DECK CONNECTION DETAIL FOR SPECIFICATIONS OF J Z CONNECTION. IA � w n "- Z r-- w —— f—— WINDOW&DOOR NOTES: W� L c O I I m COUNTERTOP I I 1. WINDOW AND DOOR MANUFACTURERS MAY BE SUBSTITUTED AS NECESSARY AS LONG AS WINDOWS MEET Q F Y 1 SHEAR WALL I I SHEAR WALL 1 CURRENT CODES. U O C D2 (TYPO I 1 (TVP') 02 2. CONTRACTOR TO VERIFY ROUGH OPENINGS WITH MANUFACTURER'S SPECIFICATIONS PRIOR TO FRAMING W > j b- w a ROUGH OPENINGS H H -:w N EXIT/EMERGENCY Q Cc Z %� LIGHT COMBO PACK 3. WINDOWS&DOORSTO BE INSTALLED PER MANUFACTURER'S INSTALLATION. W J } C W � 3 4. ALL EGRESS DOORSTO BE READILY OPEN-ABLE FROM THE SIDE EGRESS IS TO BE MADE SPECIFICATIONS CD Q Z Z , r h 4 36"EXTERIOR 36"INTERIOR DOOR N OC ,'' I D1 DOOR DI WITH THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. O U siY a I Z 1 6 F P❑ S. ROUGH OPENING DIMENSIONSTO BE VERIFIED/ADJUSTED DUETO BUILDING WRAPS,FLASHING,ETC. Q H LZD 4 w O PULLSTATION —� L<L Q LLJ "W C� _6 w X co > vJ O J U N FIRE EXTINGUISHER m soT Z !i Z 2 3 �_ N (3)11"x 16"2.0E LVL HEADER w N COUNTERTOP ' FOUNDATION / FLOOR PLAN 9'WIDE ROLL-UP DOOR 20'WIDE ROLL-UP DOOR 2x6 @ 16"O.0 _ (TYP.). - C 2 (3)1-' 16"2.0E LVL HEADER PRO 401054.87 (2)P.T.2x6 STUD 6'-6" "-) SHEET:3 OF 6 PLOTTED: 03/26/2024 12:00 PM OF NEW),T30' AIL SHOP ILLUSTRATION SEE GRAPHIC SCALE r B A y� �O F N0.082026 C3 On'gOFESGIOYYf Ian l RETAIL SHOP FLOOR PLAN ROBERT U.HOLMES II Y SCALE:SEE GRAPHIC SCALE GRAPHIC SCALE $IJCFId$5 P.E.#082026 1' 0 1' 2' 4' CO?YrPIGH,O 2023 (IN FEET) GiaD TRUSS SIGN NOTES - 1)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE 6 INCHES IN DIAMETER,WITH A STROKE WIDTH OF%INCH.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS _ -- __ SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT,IT MAYBE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS NOT _ DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL. 2)SIGN 15 TO BE AFFIXED TO ELECTRIC METER BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENTTO THE ELECTRIC BOX OR A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION. w a UE U m �p� O z w w - C ' a O C' .......ACING PER TRUSS MANUFACTURER o3 O 0 j w W mo_ Q Six 0] � 16"EVE a a a wk- < ` w '20 c s�z o E_ JC �L ILA U O J 3 1,-4„ Z 32'8" 6 N Z c RETAIL SHOP ROOFING PLAN w CA G I SCALE: LLJ SEEGRAPHICSCALE GRAPHIC SCALE � Y - H (IN FEET) D >0 C ^O LLJ a c N ARCHITECTURAL SHINGLES WITH SNOW&ICE UNDERLAY Q W w t (SHINGLES SELECTED BY OWNER) LJJ Z h s` � h ARCHITECTURAL SHINGLES Z >co Z o I WITH SNOW&ICE UNDERLAY Q I' LU �� W SIMPSON4 ! (SHINGLES SELECTED BYOWNER) �� LLJ '� od a STRONG-TIE H10A E&"T&G PLYWOOD 1� HU RRICANE CLIP OR X ED � I7 •? � APPROVED ECIUIVELANT s i MANUFACTURED ROOF p TRUSSES BY OTHERS(3)1 "x 16"2.0E T DOUBLE TOP PLATE ji LVL HEADER Z DOUBLE 2"xl0" v=i BOX INSULATED H HEADER 20'ROLLUP DOOR IN r= 2"x6"KING STUD(TYP.) BACKGROUND 9'ROLLUP DOOR IN BACKGROUND (3)11 x 16"2.0E �- 2"x6"KING STUD (3)2"x6"JACK STUD(TYP.) 9'ROLL-UP DOOR LVL HEADER w N 2'k6"HEADER JACK (2)2"x6"KING STUD T 7' FAUX WINDOW (TYP.) 21ROLL-UP DOOR ROOFING / P.T.2"x6"PLATE (3)2"x6"JACK STUD(TYP.) (3)2"x6"JACK STUD(TYP.) 2x6 CONSTRUCTION SECTIONS 2 2"x6"KING STUD(TYP.) SIDING DIRECTION CONCRETE PAD C2 OF OWNER -vK EXISTING GRADE 1 1'6 2 20' CO NCRETE PAD :4 6 I► 9' � C2 PRO#01054.87 PLOTTED: 03/26/2024 12:00 PM 16'-2" 30' �F N Eby y 30'2" h¢.Cfi,t U.Hp�� O S A END SECTION WITH MONOLITHIC SLAB GRAPHIC SCALE B SIDE SECTION m C3 SCALE:SEE GRAPHIC SCALE 1'-4" D V'4" 2'-8" 5'-4" CJ SCALE:N.T.S. ��LTR0 26 ppE8O����b (IN FEET&INCHES) six ROBERT U.HOLMES II P.E.#082026 great Escape a E c°4�Awa°a.o°oars -_T CONCRETE SPECIFICATIONS: 1.CAST-IN-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS:ACI-301,"SPECIFICATIONS E`<< FOR STRUCTURAL CONCRETE BUILDINGS",ACI-318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",EXCEPT AS MODIFIED HEREIN. 2.ALL CONCRETE SHALL BE 4000 PSI STRENGTH AT 28 DAYS.ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH,ASTM A-615. ~ £�R Cc Cc 3.PLACING CONCRETE IN FORMS:DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS.WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS,PLACE EACH LAYER w - a — WHILE PRECEDING LAYER IN SUNTIL PLASTIC TO AVOID COLD JOINTS. - cc 3.1.CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING,SODDING,OR J m TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309. cc _ O - 3.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS.INSERT AND WITHDRAW VIBRATORS VERTICALLY AT LL DOUBLETOP PLATE DOUBLETOPPLATE UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE.PLACE VIBRATORS TO RAPIDLY DOUBLE TOP PLATE PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER.DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF _Dm _ CONCRETE THAT HAVE BEGUN TO SET.AT EACH INSERTION LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION Z w w EXTERIOR FINISH DOUBLE 2"x10 OF MIX. "HEADER � E PER OWNER'S O - 4.PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED.LOCATE CONSTRUCTION JOINTS SO AS NOT TO tL a�S DIRECTIVE IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE. O �F=` Z P3rc 5.DO NOT TACK-WELD OR WELD REINFORCING STEEL. z H z 6.COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6"LIFTS TO 95%ASTM D-1557 DENSITY SPECIFICATIONS. w �' a, 2"x6"STUDS Z �'" #2 SPF 2"x4"STUDS @ 16"O.C. @ 16"O.C. 2"x6"KING STUD ~ O � 7.EXCAVATION:REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRADE O E% _ ELEVATIONS.TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVE CONCRETE. ~ p' m w zo w ¢ m S.PRODUCTS: C, 2"x(Y"HEADER JACK w - - PORTLAND CEMENT:ASTM C-150,TYPE 1 OR TYPE If. m 1/2"GYPSUM AGGREGATES:ASTM C-33,EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE - 1/2"GYPSUM 1/2"GYPSUM (FINISH AS DESIRED) (FINISH AS DESIRED) (FINISH AS DESIRED) ENGINEER.MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1'/, P.T.2"x6" a a a a a BOTTOM PLATE Q W - WATER:POTABLE }"0 x 81' BOLT ANCHOR AT 6' POURED IN PLACE AIR-ENTRAINING ADMIXTURE:ASTM C-260. � m DOUBLE 2"x4"PLATE O.C.AND 11"MAX EACH END CONCRETE FLOOR WATER REDUCING ADMIXTURE:ASTM C-494;TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS.USE ONLY ADMIXTURES THAT (IF ON CONCRETE, OF SILL PLATE JOINTS(TYP.) HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. TO BE PRESSURE TREATED) POURED IN PLACE POURED IN PLACE w _ CONCRETE FLOOR CONCRETE FLOOR SEALANT/BACKER ROD:SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM M Q g2F C-920,TYPE M,GRADE INS. o O 9.DESIGN MIX: I � P.T.2"x6"BOTTOM MIX PROPORTIONS AND DESIGN:PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. PLATE(TYP.) 1 3 9.1.USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE,PROVIDING NOT LESS THAN S%NOR MORE THAN 7%ENTRAINED AIR. TYPICAL INTERIOR WALL SECTION 2 TYPICAL EXTERIOR WALL SECTION TYPICAL INTERIOR DOORWAY HEADER _, w 9.2.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES,AS INDICATED ON DRAWINGS ,_ Z D SCALE:N.T.S. D 1 SCALE:N.T.S. D 1 SCALE:N.T.S. AND SCHEDULES: \-— 9.2.1.W/C RATIO-0.46 MAXIMUM 9.2.2.CONCRETE SLUMP AT POINT OF PLACEMENT:NOT LESS THAN 2"NOR MORE THAN 4". H Z W L.n FOUNDATION DAMP PROOFING: Wd CC: A� c 9 W 1)4"PERFORATED PVC FOOTING DRAINS TO BE PROVIDED.DRAINS TO BE WRAPPED IN 6"OF 42 STONE.FILTER FABRICTO BE 0 U O C PLACE AROUND STONE TO PREVENT MIGRATION OF SOIL INTO STONE.DAY LIGHT FOOTING DRAINS DOWN SLOPE AND AWAY C73 }, � o FROM STRUCTURES&DRAINAGE SYSTEMS. W W 2)PROVIDE\HATER PROOFING APPLICATION/MEMBRANE ON ALL FOUNDATION/FOOTINGS ENCLOSING HABITABLE OR USABLE Q CC ZTIF < SPACES.PROOFING TO BE FROM FOOTING TO FINISH GRADE.MIN 3/8"INCH PORTLAND CEMENT PARGING L_J J C15 y: _ q0' ANCHORAGE: Co J C2 DOUBLE TOP PLATE 1)ALL WALL PLATES/SILLS TO BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED AT A MAXIMUM OF 6'-D"ON Q ^w `,v I w O CENTER&V-0"FROM PLATE/SILL SECTIONS. LJLU :W 2)ANCHOR BOLTS TO BE 1/2"0&IMBEDDED MINIMUM 7"INTO CONCRETE/MASONARY X ED O }S` > DOUBLE 2"x10" OINSULATED BOX HEADER 3)INTERIOR BEARING WALLS PLATESTO BE ANCHORED USING APPROVED FASTENERS FOR USE. ED Z O 4)PLATES/SILLS TO 8E PROTECTED FROM DECAY AND TERMITES. O T � ( S _!ice .�. yy� ..... w N 2"x6"KING STUD .- CONSTRUCTION DETAILS 2"x6"HEADER JACK 11"MAX. D 1 3/4"TONGUE& 2"x6"PLATE PRO#01054.87 GROOVE PLYWOOD SHEET:5 OF 6 PLOTTED: 03/26/2024 12:00 PM OF NEW YO }"0x 8"'3'BOLTANCHORAT 6' hQ� �U MQZRi�S, O.C. AND 12"MAX EACH END Q N OF SILL PLATE JOINTS(TYP.) 4 TYPICAL EXTERIOR DOORWAY HEADER NO.002M r�a D1 SCALE:N.T.S. SLxFWQ 70FEsmo ROBERT U.HOLMES 11 P.E.#082026 COPYRIGHT O 2023 cos m<= DESIGNATED SHEAR WALL SEGMENT (SEE PROPOSED FLOOR PLAN FOR LOCATIONS) W - W 4'-0"MIN.PLATE SPLICESPACING m LAPPED DOUBLE TOP PLATE (STAGGER JOINT MIN.4'-0") (2)10d COMMON NAILS Sic @ 3"O.C.@ SPLICE LAP CL »c W MIN.(3)BUILT-UP STUD(FULL HT.) PANEL EDGE NAILING _D N°o COLUMN EACH END OF SHEAR 10D @ 3"O.C. CRIPPLE STUD, WALL SEGMENTS (TYP) 1 Z foy NAILPLYWOODSHEATHINGWITH PANEL FIELD FIELD NAILING MIN 10D AT 3"O.C.AND BLOCK 10d @ 12"O.C. a ALL PANEL EDGES AT SHEAR WALL LOCATIONS KING STUD 2X BLOCKED PANEL - - EDGES ATSHEAR W �m Z WALLS(TYP) WIINDOW OR DOOR z 0 03� 16'-2"MIN.WIDTH x 307"MIN.LENGTH OF SLAB D cn _ -- - -- - -- - HEADERIACKSTUD > g� � W _ m CRIPPLE STUD, 1"CHAMFER(TYP.) 5"THICKSLAB (Typ.) 6x6-W2.9xW2.9 WELDED WIRE FABRIC a +j< a HOLD DOWN ANCHOR / SET FCONC.SLAB c PER SCHEDULE / OF CONC.SLAB Q W (3)q4 BAR CONTINUOUS [�, Cc THREADED ROD-DRILL AND EPDXY AROUND PERIMETER G H INTO CONCRETE FOUNDATION WALL / OF SLAB 14a G G G MIN.12"EMBEDMENT(OPTIONAL: 3�� EMBED ANCHORS) CLEAR 7777 WALLANCHOR FOUNDATION WALL �.t �j����/��� �� �� �� �� �� �� �� �� o ` BOLTS PER SHEAR 3 MIN. WALLSCHEDULE CLEAR [4"IlL 01 4 2NOTE: CRUSHED TONE UN-DISTURBED OR COMPACTED UTILIZE THIS DETAIL AT ALL LOCATIONS NATIVE SOIL DESIGNATED AS SHEAR WALLS,SEE DRAWING s , 4/C2. v 2'MIN.BELOW " Z THICKENED SLAB t 2 MONOLITHIC SLAB ;J w A J 1 SHEAR WALL D2 SCALE:N.T.S. D2 SCALE:N.T.S N Z LU V/ Q) Ir �� W Ef w �Jo En W U) Z Z _j Q ELI LJ p C _ ru X CO �5O V m $= O x w N CONSTRUCTION DETAILS D2 PRO 401054.87 SHEET:6 OF 6 PLOTTED: 03/26/2024 12:00 PM or-NEW, h�fuQq U.HO� 0 0 4' b ` NO.O8M SIXFI8g5 oGpROFBSSIb�P P.E.#082026 '-PYHIGHi C 1c23 Firefox about bilank Job Number 605765 PIT SEgN.48667/140 1—N �MaximBm Reactlons(tes) GREAT ESCAPE Off:ib FROMI:TN C}Rti!"iV: Grandy Non-13 11y Tmss Lebek T-1 COMN Nlgt 65.81bs 1 03l152024 1. R. 1 R- I Rh !Rw 1 LI I R B 148T !- 1- 1387 188 148 F 1487 1- !- 1387 !88 !- nd g• i 8,—,.____ __ � e 6�c id-5 S PA. FRS 0(r"A's) F erg Wld=5.5 Min Red=3.0(roes) Bearklgs B&F are a rigid surface. Maximum Top Chord Forces per Ply(lb.) (2 A-B 63 O D -(- D=4X4 Chords Tens CompCtrorts Tens Comp T E`; 476 -1803 11 4 ('� B-C 665-2622 E-F M5 -ffi73 T1 ZX4 W2 E 2X4 C-D 476-1603 F-G 63 D Ply s ry; eY -vim....^.,.m... mm...n T1. ...IT^... IYazenum Sot ChoNFinarcesPerz rl.. n aa A 01 4X6(A2(B" �, .........._.m ...�,....m..m.....� m.� ._.. m.._.1/'...�. F UiS(A2�G B-H z4oa -55,H-F zbD4n }J;a ..,,-� H Maximum Web Forces Per Py(Ibs) � P "_.� i &armr;p vvc2rv5,..... Teas 4ToMp ..,.,..• =3X8 nr.a.• eerr.. C-H 267 -953 H-E 267 -933 D-H 641 -108 1,4, 1,4. Loading t.nlnrr4 (psi) Wind Criteria Slow Criteria ..Code I Mrse Criteria DeMS1 Criteria , TCLL: 50.40 Wind Bid: ASCE7-15 Speed:11(p Ofph. (P9,Pfkr PSF) Bldg Code:iRC 2018 PP Deflection in be L1t1e0 L!# TCDL: 10.00 EnrIsure'.Closed Vdiw'h'I Iglu yEyklf&hv Pg;60,0 Ct:12 TPIStd-2014 VERT(LL) 0.155H 999 240 N�TCCSI: CAW BCLL: 0.00 TCDL 42 par BCOL 5 D prtd Pt 50.4 Ce:1.0 Rep Factors Used:Yes VERT(TL) 0 215 H 8T7 180 Max BC CSI. q'.92() Mean Height:15.00 it BC DL 10.00 MWFRS Parallel Dist 0 M h2 CAT.0 FTIRT.O(0)8)(0) '..HORZ(LL)'.0.051 F - Max Web CSI 0 415 Des Ld:7D.40 CSC Dist a:3.00 it Ln.-_,,;,,. Cs'1.00 Plate Type- HORZ(r4 O O71 F - - Creep Factor 20 NCBCLL:10 00 SoM 200 1-.from erbwall:Any Snow Duration'1.15 WAVE Mfg Sperf6ed Camber Load DUlabon 1.15 Gcpi 0.16 ,,,_e..„,....._.. ...._...,,,_ ....... ,.........._ SfI40n%24.0- Wind ll6u31lnw1160 "X1E:JWI'trea 2302.02121421 .Lumber..... Wind Top chord:20 SPF(S)#2, Wind IWtls based on MWFRS with addsnnal C&C Sot chord:2x4 SPF(S)#7 member design. Webs:2x4 SPF(S)Stud: WbW loading based on both gable and hap roof types. Pkw.g Notes Plates sized for a minimum of 2.40 sq.MJplece. ,. Loading Bottom chord checked TW 10.00 psr notacaiW mint five bad. Truss designed for unbalanced straw,loads, f ... P. nary drawuq hole eae ... ........... ........... ...... ...... ....... _..._---- .,..... Tlds h a rereni be used ordy fxtrusses Tabrleated By B.R Sloan,Mta S-R.SLOAN,Inc. It represents loading,span and pMIL S.R.Sloan,Mo.reserves the rightto adjust TRUSSES.WALL PANELS.STAIRS m=81S and design at the time of production.The s(mchaal into"VAN not be PO BOX 660.NEW HARTFORD,NY 13413 eanpmmtsed.Sealed dra e"s will be fumisheQ upon request Office(B00)3WT692 Fax(315)7%4T40 1 of 3 3/18/2024, 8:21 AM Firefox about:blank Job Member•.605765 Py.1 SEC1 486691 T41 1 GABL '■Maxbnum-actions(MM) GREAT ESCAPE Cry..2 FROM:TN ORW. G—Ity Non-Gravity Toss Labek Gi STRUC GABLE Wgt 7d21bs f 03/15/2024 1 us R+ 7 R- tr A I u 114 B 1584 1- r- 1415 1109 154 J 1584 1- I- 1415 /109 1- Wind reacbri 9 based on MWFRS 8' =j B Big wid=5 s. Min Req=32(truss) J 8rg Wid=5.5 Min Rep=3.2(Truss) Bearings B&J are a rigid surface. Maximum Top Chord Forces Per Ply(lb.) ''''(('''' F=4X4 Chords Tens Comp Ctrords Tens Corp '"(" 12 A B 71 O F-G 575 -1874 j7 4 C �1 E G 8-C 728 2787 G-H 559 -7921 C W2 { c.D 74a-.z�z H i 744 -z5s2 r M2 D-E 559-1921 1-J 728 -2781 1 T7 E-F 575_1874 J-K 71 D G W7 P cb 4X6(A2)B M1 M1 �=4X6(A2) ( Max)mum Bbt Chord Forbes P�Ply(HIS) lift Chords Tens.COmp Chords Tens Camp A K B N 259 -611 M I. 25M -606 N B7 M L N...M 2539 _Mg L.-J 2539 -61D 3X8 Maximum Web Forces Per Pry(Ins) Webs Tens.Comp. Webs Tens Corm 16........... ...................,............,....,,.,.,....,....-...,...............__._—._._._...,, D-O 241-1008 M-P 256 -1051 O-M 256-1051 P-H 241 -1008 F-M 704 -181 1-4" Maxunum Gable Ferns Per Ply jibs) Gables Tens-Comp. Gabes Tens.Comp.'. Loading CriNna (psi) Wind Cfa6na Snow Criteria ...COde t Nr6C Criteria DerItCSI Crdena C-N 133 -15 G-P 1 39 -11121 TCLL 5040 Wino Sd: ASCE 7-16 Speed:7t5 mph (Pg,PIm FSF) Bldg Cotle.iRC 2078 PP Drllectlon in hoc L/defl Lf# O-E 39 -112 L-1 33 - 5 TCDL: Woo Enclasure Closed Risk CategortEXP C Pg:60.0 Ct:1 2 TPI Std:2614 VERT(LL) 0.192 E 983 240 Max TC CSl 0571 BCLL: 0.00 TCDL 4.2 psf BCODist 0 5 D psf Pf:50.4 Ce 1.0 Rep Factors 0-1.Vanes by GL'CRS Y4.). 0254 E 741 180 Max 8C CSI: e.935 Mean Height 15.00 It Dist10_00 MWFRS Parallel Dist 0 to MCAT II F71RT O(0)f0(0) HORZ(LL) 0.057 J �� - Max Web CSI 0 717' Des Ld:70d0 C&C DLst a:3.00 it Lu:- CS 1,00 Plate Type' HORZ(rL)..0 077 J - - Creep Factor 20 NCBGLL..1000 Soffit 2-00 Loc.from endwall:Any Snow Duration 1.15 WAVE Mfg Specified Camber Load Duration:1.15 GCpL 0.18 Spacing.24 0" Wmd Diaall-1 So VEW Ver 23 02 02 1214 21. ............. Lumber load40ig. Top chord:2x4 SPF(S)#2, Truss designed to support I-"tap chord outbokers Bat chord:2x4 SPF(S)#27. and cladding load not to exceed 2.00 PSF one face and Webs.2x4 SPF(S)Stud, 24 0°span opposite fare Top chord must nor be cut or notched.Unless specified Otherwise Plating Notes Bottom chord c he&ed for 10 00 psi non-concurrent We All Plates are 2X4 except as noted. load Plates Sized for a nu mmum of 2 4D sp.m./piece. Truss designed for unbatanced snow load& Wind Additional Notes Wind loads based on MW FRS with additional C&C See DWGS At 15 1 5ENG160118,GSLLETIN0118,a member design. GABRST160118 for gable wino bracing and other W bat loading based on both gable and hip roor types requirements This m a preliminary d N,rawing the can be used only for busses fabricated By S.R.Sloan,I— S.R.SLOA Inc. it represents loading,span and pifoh.S.R.Sloan,Inc.reserves the rightto adjust TRUSSES.WALL PANELS.STAIRS matedais and design at du than of production.The structural integrity will not be PO BOX 560,NEW HARTFORD,NY 134113 umpmmised.Sealed drawings will be famished,upon request Office(880)31194562 -Fax(316)736-7740 2 of 3 3/18/2024,8:21 AM Firefox about:blank T-1 COMN - 4'4"14 -- �..,- TT'2 - - '7"2 --��- 4'4"14 --{ 444 r 12 4 9 ., w� 4 r 4X6(A2) Cl) t..._ .. .......- _. _. ..._ ' ... ._......_ __ 81 _. ...._. _..... 8' ........... _........._ _ __ 18'8jj ...._. 3 of 3 3/18/2024,8:21 AM