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Home My WebLink AboutPLANS - 08-00554 - Arctic Circle - Remodel1 1 p Existing Site Plan 1/8 11 = 1' -0 11 JRW & ASSOCIATES www.autodesk.com/revit LICENSED ARCHITECT AR 2561 W 7 A. Md%Xa r STATE OF IDAHO Dave Bell Arctic Circle Remodel DEMO SITE PLAN Project number 427 Date Oct 08 Drawn by Author Checked by Checker D1,0 Scale 1/8" = 1' -0" 00 0 04 'T 04 I JRW & ASSOCIATES 01 Existing floor plan 1/8" = 1' - 0 " EXISITNG BRICK TO BE PAINTED 8 EXISTING WALL TO BE DEMOLISHED PREPARE FLOOR TO RECEIVE NEW CONCRETE SLAB ADDITION. SUPPORT EXISTING WALLS AND ROOF AS NEEDED. EXISTING WALL TO REMAIN 29 29 29 EXISTING WALL NO WORK REQUIRED TO BE DEMOLISHED. SUPPORT IN EXISTING DINING, SERVICE EXISTING ROOF AS NEEDED OR KITCHEN AREA. 7R'_R" 6 n 01 Existing Dimension Plan ` . 1 /8" = 1' -0" www.autodesk.com/revft LICENSED ARCHITECT AR 2561 L TE OF IDAHO Dave Bell Arctic Circle Remodel Demo Floor Plan Project number 427 Date Oct' 08 Drawn by KDG Checked by JRW D1.1 Scale 1/8" =1' -0" W co co a N a N EXISTING WALL TO REMAIN ALL EXISTING WINDOWS IN DINING ROOM 111 TO BE DEMOLISHED. SALVAGE ACCORDING TO OWNER'S INSTRUCTIONS JRW 8 ASSOCIATES www.autodesk.com/revit UCENSED ARCHITECT AR 2561 01 EXISTING ROOF DEMO PLAN 1/8" = 1' -0" No. Description Date Dave Bell Arctic Circle Remodel Demo Roof Plan Project number 427 Date Oct' 08 Dr~ by Author Checked by Checker D1.2 Scale 1/8" = 1' -0" GENERAL DEMOLITION NOTES 1. EXISTING ROOF OVERHANG TO BE REMOVED TO EXPOSE EXISTING PARAPET. 2. PROTECT EXISTING EXTERIOR FINISHES DURING DEMOLITION PROCESS. 3. PROVIDE SAFETY PRECAUTIONS FOR STORE EMPLOYEES, CUSTOMERS AND CONSTRUCTION WORKERS DURING THE DEMOLITION PROCESS. EXISTING ROOF OVERHANG TO BE DEMOLISHED a r: 00 N N r . - sip JRW 8 ASSOCIATES www.autodesk.com/revit 01 EXISTING FINISH PLAN 1/8" = 1' - 0 " ucE"M ARCHITECT ARAMI r STATE OF IDAHO No. j Description I Date Dave Bell Arctic Circle Remodel Demo Finish Plan Project number 427 Date Oct' 08 Drawn by Author Checked by Checker D1.3 Scale 1/8" = 1' - 0 " GENERAL DEMOLITION NOTES 1. PROTECT AND PRESERVE ALL EXISTING SPACE BEYOND DINING ROOM 111 2. PROVIDE BARRIERS AS NEEDED FOR PUBLIC SAFETY EXISTING FLOOR TILE TO BE DEMOLISHED. PATCH AND REPAIR FLOOR AS NEEDED TO RECEIVE NEW STAINED CONCRETE AND RUBBER FLOORING MATERIAL JRW & ASSOCIATES www.autodesk.com/revft LICENSED ARCHITECT AR 2561 �t'�li'' No. Description Date Dave Bell Arctic Circle Remodel First Floor Ceiling Reflected Plan Project number 427 Date Oct' 08 Drawn by Author Checked by Checker A1.2 Scale 1/8#1 = 1' - 0 " NERAL NOTES EXISTING HVAC TO REMAIN VERIFY LOCATION. PROTECT DURING REMODEL. REMOVE EXISTING PERIMETER LIGHTING IN EXISTING DINING ROOMS. PATCH CEILING, PREP FOR NEW TEXTURE AND PAINT FROM FRONT OF SERVICE COUNTER TO NEW PARTITION WALL. NEW RECESSED LIGHTING FIXTURES. CENTER OVER DINING TABLES. 2 a. Ln 0 co 00 O O N 4 N n Reflected Ceiling Plan JRW & ASSOCIATES NEW CONSTRUCTION WITH E.I.F.S FINISH TOP 6' TO BOXED CORNICE TO HOUSE EXT. LIGHTING E.I.F.S FINISH RECEIVE LIMESTONE CULTURED E.I.F.S FINISH ROCK (A Top of Para 2 BOXED CORNICE A3 "2 TO HOUSE EXT. LIGHTING E.I.F.S FINISH et (2) www.autodesk.com /revit TOP 6' TO RECEIVE E.I.F.S FINISH : . _ _ _. - -- _ - - 20' - 6" - — — 1 /2 "V NOTC H ' � � TYPIC Top of Parap a4' � — _ - — — _ 1 „ D 4 „ W DE EP x IDE PICA Top of Addition TOP SIDE 11' - 0"� _� ..- "' '• 1 p 2" W DE ,-,— _ :. - , , - •- � � .: = r I _ r r z r,r r,..i. _. iii x z i- _ -rT =- � _ _ _ S- :C[ S 1 "L "is - - - _S Z - __ - _ — i =i : :t..� -?- - �s i _• -., — _. ._ _.= r_� .� I .. — 1 l: :.C - � I- - (,,', �1- EIFS BAND, TYPICAL AT WINDOW SILL . -, � - • - � ,- x r -r r� fix. r- ,:x�_r :��.:r z: i rrir � r .s•z x x s': : .::c i t T . s -- - - -- r.,z � s r' r:��x -' � � _�, r :. - _ _ 01 Exis flo or " �la T.O. Footin „ -2' -0 — B.O. Footin PAINT EXISTING BRICK E.I.F.S FINISH (3) 6' x 8' WINDOW -3' - Of' 1/8" = 1' -0" GENERALNOTES 1. EXTERIOR ROCK COLOR IS HARRISTONE CATALINA LIMESTONE i 2. E.I.F.S COLORS COLUMBIA 0217 OAK TONE & 0212 BIG SPENDER. 3. NEW WINDOW ASSEMBLIES TO BE ALUMINUM DARK BRONZE 2 A3 2 BOXED CORNICE TO HOUSE EXT. LIGHTING. E.I.F.S FINISH TOP 6' TO RECEIVE E.I.F.S FINISH BOXED CORNICE TO HOUSE No. Description Date 1 Revi sion 1 Date 1 - TO rap of P aet (� 20' -6" - -. - _ EXT. LIGHTING. E.I.F.S FINISH TOP 6' TO RECEIVE E.I.F.S FINISH -- LIMESTONE CULTURED ROCK NEW METAL R F To of Par T o of Ledg il 1/2" DEEP "V" NOTCH, TYPICAL 1" DEEP x 4" WIDE EIFS BAND, TYPICAL TOP & SIDES 141 _ f Additio - O - -- - C 1 i 1" DEEP x 12" WIDE EIFS BAND, TYPICAL AT WINDOW SILL LI S NE U LTURED ROCK :_(.. 01 Existi flo or plan �, - 0 �� _Footin rh T.O. 2 - 0" _ — — Ts� =y= = 1 _` NEW EXTERIOR WALL SCONCE — — T r -- r 1� F S T � ,' NEW ADDITION E.I.F r', z - _ ` FIND —FINISH i — r R F D 12 _ - - - - - -- LA B.O. Footin -3' - O" E.I.F.S FINISH PAINT EXISTING BRICK NEW HOLLOW METAL DOOR. CONSULT W /ARCHITECT ON PAINT COLOR i n South Dave Bell Arctic Circle Remodel Elevations APPROVED Project number 427 City o f Rexburg Date Oct' 08 ®" 1 2�� a 00 Drawn by Author Checked by Checker A2.1 o O N Scale 1/8" = 1' - 0 " N I JRW & ASSOCIATES — NEW E.F.I. S FINISH — 1/2" DEEP "V" NOTCH, TYPICAL — 1" DEEP x 4" WIDE EIFS BAND, TYPICAL TOP & SIDES — 1" DEEP x 12" WIDE EIFS BAND, TYPICAL AT WINDOW SILL LIMESTONE CULTURED ROCK I rh 01 Existing floor pl 0' - 0 " T.O. Fo otin g v -2' - 0" B. . Footing - 3 ' - 0 NEW CONCRETE FOUNDATION West 1/4" = 1' -0" J� Top of P arapet (2)_ 20'_6 Top of Additio V- 11' -0" EXISITNG TO BE Pp 2 East 1/4'f = 1' - 0 " www.autodesk.com /revit GENERAL NOTES 1. EXTERIOR ROCK COLOR IS HARRISTONE CATALINA LIMESTONE 2. E.I.F.S COLORS COLUMBIA 0217 OAK TONE & 0212 BIG SPENDER. 3. NEW WINDOW ASSEMBLIES TO BE ALUMINUM DARK BRONZE — BOXED CORNICE TO HOUSE EXT. LIGHTING. E.I..F.S FINISH _ Top of Ledger 14' - 0" :D ROOF 4EW ADDITION E.I.F.S FINISH 11: No. Description Date 1 Revision 1 Date 1 1 City Review Comments 12/08 Arctic Dave Bell Circle Remodel Elevations Project number 427 1 Date Oct' 08 Drawn by Author Checked by Checker A2.2 Scale 1 /4 11 = 1' - 0 " 7 Lo 00 0 N N ASSOCIATES www.autodesk.com/revit LICENSED ARCHITECT AR 2561 tt` /N?rp BWA.McMWX STATE OF IDAHO Roof Plan 1/8" = 1' -0" No. Description Arctic Dave Bell Circle Remodel Roof Plan Project number 427 Date oct' 08 Drawn by Author Checked by Checker All scale 1/8" = 1' 0 01 o_ 00 g N r r� i ' I i j j I I : 2 A3.2 1/4" / 12" SLOPE MIN. Epdm Roofing R 50 Insulation 3 T O Of Parapet 2 _ - _ FILL CAVITY — — 20' -6" Tegular Edge (3/4 x 24 x 24) — — — — — a- - T. O. Footin � � - O �� B. Footin g 3 - 4 R10 2 "RIGID A3.2 INSULATION 5 Section 1 To_ of Para et _ 14 ' - 10" — — — — — v NEW METAL ROOF Top of Additio 11' - 0 " R21 CELLULOSE INSULATION ` ` E.I.F.S FINISH FOR CONS OR CHITECT , J BOLT @ 32" O.0 NEW 8" FOUNDATION . , "'WALL. NEW 16 "X12" CONT. FOOTING 3 Section 3 1 /4" = 1' -0" EIFS On 2" Insulation Board R 21 CELLULOSE _ 6 A3.2 1 HEADER Storefront Jamb At Finish 1 A3.2 < s° CONCRETE WALL 16X12 CONTINUOUS FOOTING Top of Ledger 14' - 0" � ` - 5 A3.2 R 50 Insulation FILL CAVITY rj TOP of P ar apet (21 X -6" 3" Rubber Floor Owner Furnished J BOLT @ 32 O.0 8" CONCRETE WALL o� - 16 "X12" CONTINUOUS -- FOOTING W/ 2 # 4 REBAR R10 2 " RIGID INSULATION -� Section 2 ZZZZZZZL DOWEL AND EPDXY #4 REBAR 18" MIN INTO EXISTING FOOTING Callo o Sectio 1 �� Callout (2) of Section 1 1 /2 11 = 1' -0" U 1/2" = 1' -0" Epdm Roofing EIFS On 2" Insulation Board R21 CELLULOSE 5/8" Gypsum Wallboard INSULATION J BOLT @ 32" O.0 8" CONCRETE WALL — 16 "X12" CONTINUOUS FOOTING W/ 2 #4 REBAR R10 2 " RIGID INSULATION iy 66 -z 1: Callout (3) of Section 1 :; �� C 1 2 2008 U 1 /2" = 1' -0" CITY O.Fcl. R^J APPROVED City of Rexbur DEC 7 is 3 =---� I I I I I i Cl- v co v C) 0 0 N N JRW & ASSOCIATES www.autodesk.com /revit No. Description Date 1 Revision 1 City Review Comments - Date 1 _ 1 i ---- - - - - -- - -- - - -- - -- I - - - -- - - - - - - -- — - - - Dave Bel m Iodel Arctic Ci rcle Remodel Building Sections I Project number 427 Date Oct' 08 Drawn by KDG Checked by Checker A3.2 Scale As indi I r� JRW & ASSOCIATES FURNISHED BY OWNER FRONT SERVICE COUNTER TO HE REFACED WITH NEW PLASTIC LAMINATE n Elevation A 1 /4" = 1'4" NEW GRANITE COUNTER NEW OAK TRIM FINISH TO MATCH EXISTING NEW PLASTIC LAMINATE WAINSCOTING n WZ tion B = 1' -0" NEW OAK TRIM MATCH EXISTING FINISH ih NEW PLASTIC LAMINATE CASED WAINSCOTING OPENING NEW RUBBER BASE Elevation C In 1 /8" = 1' -0" www.autodesk.com/revit LICENSED ARCHITECT AR 2581 tC;l2ylo�l BIIB k WAARWO STATE OF IDAHO Dave Bell Arctic Circle Remodel Interior Elevations Project number 427 Date Oct 08 Drawn by Author Checked by Checker A4.1 Scale As indicated 0 N Paints Gyp. E Oak Trim Finish to N Existing W High Pressun Plastic Lamin, Elevation E Painted Gyp. Boe Oak Trim Finish To I Existing W Finish High Plast Wain n Elevation G " ge (3/4 x 24 x 24) NEW RUBBER FLOOR IN PLAY ZONE. OWNER FURNISHED, CONTRACTOR INSTALLED. Tegular Edge (3/4 x 24 x 24) Framed Opening For Future, Aluminum Storefront Door Elevation F 1 / 4 11 = 1' - 0 " Elevation H 1 / 4 11 = 1' - 0 " Tegular Edge (314 x 24 x 24) Painted Gyp. Board New Window Assemblies Oak Trim High Pressure Plastic Laminate Wainscoting Tegular Edge (314 x 24 x 24) Board e JRW & ASSOCIATES www.autodesk.com/revit LICENSED ARCHITECT AR 2561 P i d �ZYldb BRENrA MCFARLAND STATE OF IDAHO No. Description �— Date Arctic Dave Bell Circle Remodel I nterior Elevations Project number 427 Date Oct' 48 Drawn by Author Checked by Checker A4.2 Scale 1/ 4 1' = 1 1 - r M LO ti co O O N N M�.. � ..., k,., ,. .)t ^ r ., ... e,. .,�`;3 {��+..., Yf3...Z..... f ,.a= n. .,. .. mh e .. .... .N. *2. .. ., .. u .. .. .... -- a.r :.Cx_ _♦ <. ,. .. C.N� . �. > ... C*r an..d�... ., - a,. .... . .r. .... .., .. .. ... ,.. ,rl. .: �,k;�,. > .. . .. > ... ,.'�... '+�r. et 00 O O N ATS -CTUD ROOF TRUSS OR JOIST 1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER ISOLAT ❑R NUT & qq_ NUTS, TAKE -UP DEVICES AND NUTS, STUDS, POSTS AND BLOCKING ARE NOT NOTE: NO SPLICE IN TOP ISOLAT ❑R NUT WITH PLATE f 1 3/4" MAX, SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM, COMPRESSION MEMBERS SHOWN ARE THE PLATE IS PERMITTED #8x3" SCREW ATS - NUT ATS ±5" T - ATS - BEARING NOTE: PER FLOOR MINIMUM SIZES BASED ON FULL SECTION MEMBERS WITH THE SPECIFICATIONS NOTED BELOW NOTE1 USE STANDARD HEX STRONG -ROD PLATE USE STANDARD AND ARE BASED ON LOADS MATCHING THE TENSI ❑N FORCE OF THE ROD OR COMPRESSION FORCES WITHIN 8" ❑F ATS HEX HEAD NUT HEAD IF CTUD IS NOT AT PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER ATS BEARING IF CTUD IS NOT AT PLUMB OF SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS 1/4" LEVEL BELOW PLATE KING STUDS AT LEVEL BELOW, (HOLES, NOTCHES, ETC) TO THE STUDS AND POSTS, RECOMMENDED ATS BEARING PLATE TAKE -UP DEVICE EACH SIDE 6" HEADER w/ ANCHOR BELOW (FLUSH MIN,) WITH FIELD 2 -16ol T ❑P AND 2, SIMPS ❑N STRONG -TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE DESIGN - , - TOP PLATES NAILING BOTTOM EACH FORCES PROVIDED AND DETERMINED BY THE DESIGNER AND THE GOVERNING JURISDICTI ❑N END STRONG-ROD REQUIREMENTS. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF SCHEDULED THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED ROD DIA. SPECIFIED TO THE BUILDING, SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR BOLT HOLE: ATS - STRONG - ROD ACTIVATI ❑N STUDS WITH VERIFYING THE ANCHOR TIEDOWN SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OVERSIZED 1/4" PIN 1�0` +1/16 „ SPECIFIED EDGE COMPRESSION C ❑MPPRESSI ❑N MEMBERS J NAILING POSTS CTUD OR ITS PERFORMANCE IN CONSIDERATI ❑N OF STRUCTURAL DEF ❑RMATI ❑N COMPATIBILITY, VERIFY WITH 6 �� BOTH THE DESIGNER AND THE GOVERNING JURISDICTION MUST APPROVE 'OTHER' BRAND TIEDOWN DESIGNER PER DESIGNER IS ❑LAT ❑R NUT & 1 3/4" MAX, SYSTEMS, INCLUDING CALCULATIONS AND INSTALLATION DETAILS, PRIOR TO CONSTRUCTION, 3 /4 PLATE PER FLOOR 3, ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UN❑ IN THE ELEVATION DRAWINGS TOP LEVEL I ,�y t DLL Not k- W 9 ALT. BRIDGE DOWN OPTION ALL WOOD PLATES (TOP AND SOLE /SILL) ARE BASED ON THE FOLL ❑WING, UN ❑: DFL ATS - TUD ATS - DW W/ F'cperp = 625 PSI ATS - STRONG - ROD LUMBER SPECIFICATI ❑NS NOTED IN THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND C ❑MPPRESSI ❑N MEMBERS RESULT IN LOWER ALLOWABLE COMPRESSION COMPACITIES, NOTIFY SIMPSON FOR DIFFERENCES BETWEEN DRAWINGS, CTUD ISOLAT ❑R NUT WITH 4, PROVIDE SHEAR WALL EDGE NAILING, PER THE DESIGNER, EQUALLY DISTRIBUTED TO EACH STUD #8x3" SCREW OR POST ON EITHER SIDE OF THE ATS ROD, SEE "SHEARWALL EDGE NAILING" FOR MORE DETAILS, ATS BEARING PLATE MODEL MAXIMUM W (IN) L (IN) ALLOWABLE N❑, THREADED ROD W (IN) L (IN) CAPACITY ATS- CTUD77 SIZE (IN) 2 5 1/2 (LBS) TUD9 1 1/8 2 1/8 2 1/4 34,655 TUD10 1 1/4 2 3/8 2 1/4 45,400 6 " q AT PLUMB OF 2x STUD ANCHOR BELOW ADDITIONAL LUMBER NOTE 5. MILL CERTIFICATE OR LETTER OF COMPLIANCE PROVIDED FOR ALL 120 KSI & 150 KSI R ODS, PER ELEVATIONS A 1 - 3/4" MAXIMUM 1. TAKE -UP DEVICES COMPENSATE FOR UP TO 1° OF SHRINKAGE OR SETTLEMENT DUE STRONG-ROD NUTS CONFORM TO ASTM A563 GRADE DH HEAVY HEX (HIGH STRENGTH) AND TO DEAD LOAD AND CONSTRUCTION LOADING, OFFSET OF THE COUPLING NUTS CONFORM TO ASTM A563 GRADE A (STANDARD STRENGTH) OR ASTM A563 SIMPSON SSP STRONG-ROD IS GRADE B OR DH (HIGH STRENGTH). ALL THREADS ARE UNC (UNIFIED NATIONAL COARSE), SOLID BLOCKING 2. ALLOWABLE CAPACITIES ARE BASED ON ULTIMATE LOADS DIVIDED BY A F,S, OF 3. PERMITTED AT EACH TO BE C❑NTINU ❑US ATS -IN WITH LEVEL, 6, CONTRACTOR OR INSTALLER OF ATS IS TO CUT RODS TO LENGTH AS REQUIRED, v C/) O BETWEEN OUTSIDE 3. CAPACITIES D❑ NOT INCLUDE A 33% STEEL STRESS INCREASE. NO FURTHER #8x3" SCREW INCREASE IS ALLOWED, n w Q EDGES OF POSTS IF CTUD BELOW ANCHOR 7. SIMPSON STRONG -TIE HIGHLY RECOMMENDS THAT A PRE - CONSTRUCTION MEETING AND REVIEW OF � BELOW CTYP) ORDER ❑F I NSTALLATION o a ATS -BP10 BOLT AS THE ATS EXHIBIT SHEET BE HELD PRIOR TO PLACEMENT OF CONCRETE TO MITIGATE THE SPECIFIED INSTALLATION PROCESS AND VERIFY QUANTITIES, TO COORDINATE THIS MEETING, CALL c') � w BOLT HOLE 1, VERIFY WITH DESIGNER THAT CUMULATIVE SHRINKAGE IS LESS THAN 1 ", S ❑LE PLATE SIMPSON SALES AT 800 999 - 5099. OVERSIZED 1/4" 2. PLACE TUD OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE BEARING PLATE, a " '� SHEATHING VERIFY WITH 3, INSTALL PLATE WASHER, AND SECURE THE NUT ON TOP. FINGER 8. THE ENGINEER OF RECORD IS RESPONSIBLE FOR CHECKING ELONGATION AND THAT THE SYSTEM DESIGNER TIGHTEN NUT PLUS AN ADDITIONAL 1/3 TO 112 TURN WITH WRENCH, MEETS CODE DRIFT REQUIREMENTS. 4, REMOVE WIRES AND ACTIVATI ❑N PIN, 1 GENERAL NOTES AND CONDITIONS OF USE 5 INCREMENTAL SHRINKAGE DETAIL 10 STUDS OVER BP10 PLATES 12 ALLOWABLE ROD OFFSET 6" #8x3" SCREW ISOLAT ❑R NUT FLOOR LEVEL (PR ❑VIDEO) FLUSH (MIN) ATS -BP 2x4 OR 2x6 B 1 B 1 W � COMPRESSI ❑N MEMBERS MUDSILL A ACTIVATION o PIN MODEL N❑, THREADED ROD SIZE (IN) W (IN) L (IN) ALLOW, TENSION CAPACITY (LBS) ATS- CTUD55 5/8 -5/8 1 7/8 5 15,520 ATS- CTUD77 7/8 -7/8 2 5 1/2 31,795 ATS- CTUD75 7/8 -5/8 2 5 112 31,795 ATS- CTUD99 1 1/8 -1 1/8 2 112 6 1/8 1 55,955 ATS- CTUD97 1 1/8 -7/8 2 112 6 1/8 55,955 3x4 ❑R 3x6 -2x SILLS - (4) 10dxl -1/2" TOTAL NAILS REQUIRED FL❑ ❑R ATS - STRONG -ROD i -3x SILLS - (2) 10dxl -1/2" FRAMING S ❑LID BLOCKING TOTAL NAILS REQUIRED a. LENGTH TO MATCH a ATS -CTUD a a POST BELOW (TYP) AB & ATS- STRONG -ROD FULLY SEATED IN CTUD I i' STRAPS PER DESIGNER ISOLAT ❑R NUT -2x SILLS - C2) lOcixl -1/2" TOTAL NAILS REQUIRED SILL PLATE - SILLS - (4) 10dxl - 1/2" WITNESS 1, COUPLING TAKE -UP DEVICES COMPENSATE FOR UP TO COLOR CODE NOTE: AISC 13TH ED, TOTAL NAILS REQUIRED P133 B 2 B 2 HOLES 5/8 6,075 LBS, 8,100 LBS, 6,340 LBS, BLUE SR7 7/8 11,905 LBS, 15,875 LBS, 12,815 LBS. 1" OF SHRINKAGE OR SETTLEMENT DUE TO DEAD LOAD FOUNDATI ❑N AND ISOLATOR NUT REQUIRED AT FOR INSTALLATI ❑N EASE, ORANGE SR5H 5/8 EA SIDE AND C❑NSTRUCTI ❑N LOADING, 13,570 LBS, 47 a REINFORCING LEVEL ABOVE ANY CTUD NAIL ONE DUPLEX NAIL INTO 31,745 LBS. 27,060 LBS. GREEN OF CTUD 2 , ALLOWABLE B OF E L OF - a ° a BY DESIGNER 44,730 LBS, ORANGE SIDE FORM BOARD �® ° 1 1/8 O L ❑CATION OF ROD TERMINATION (TYP) 55,915 LBS, ORANGE SRlOH150 C� LOADS DIVIDED BY FACTOR SAFETY 3. a ANCH BOLT AS 6 ISOLATOR NUT DETAIL ®® 55,915 LBS, 8,995 6,450 6,765 CTUD 3, ALLOWABLE CAPACITIES D❑ NOT INCLUDE A 33% STEEL ° SPECIFIED 5 3/4 NOTE 5/8 B1 PR ❑VIDE C ❑MPRESSI ❑N MEMBERS PER DESIGNER 11,590 12,160 BLUE ATS - BP7 -5x5.5 5.5 5 RUNS WITH 2 OR LESS RUNS WITH 3 OR M ❑RE 15/16 7/8 17,620 AND STRUCTURAL DRAWING 11,420 STRESS INCREASE, NO FURTHER INCREASE IS ALLOWED, FOUNDATION 5.5 POSTS ON EITHER SIDE P ❑STS ❑N EITHER SIDE OF THE STRONG ROD OF THE STRONG ROD BOTH LEGS OF THE MAS ANCHOR SHALL BE FASTENED DIRECTLY TO THE SIDE AND 1 3/16 B2 O PROVIDE COMPRESSION MEMBERS PER B1 OR ATS 15,635 11,205 11,760 ORANGE ATS -BP10 -3x9 9 TOP OF THE SILL PLATE 1 1 5/16 SHOP DRAWING ASSEMBLIES. 15,700 14,195 10,175 10,675 PURPLE STRONG (NOT OVER SHEATHING) 4� 1 112 1 5/16 1 1/4 21,325 19,280 13,820 14,500 ROD ATS -BP10 -3x15 15 NOTES: 1 3/4 1 5/16 1 1/4 26,950 24,365 17,465 COMPRESSION MEMBERS PER TYPICAL MAS INSTALLATION 1, 2, VERTICAL NAIL - ❑N STRAPS ARE SOLD SEPERATELY; WHEN NAIL -ON STRAPS OCCUR IN COMBINATI ❑N WITH ATS, 2 COUPLING TAKE UP DEVICE (CTUD) 4 ATS INSTALLATION DETAILS 24,365 17,465 18,325 PURPLE ATS -BP10 -5x12 12 5 ELEVATI ❑NS NOTES 1 1/4 36,325 REFER TO THE STRUCTURAL DRAWINGS AND THE ATS 23,540 24,700 PURPLE 1, DESIGNER TO DETERMINE QUANTITY AND rnuirr Tnnc SPACING OF MAS INSTALLATION DETAILS, STRONG-ROD MODEL NO, ROD DIA. IN. ALLOWABLE TENSILE CAPACITY COLOR CODE AISC 9TH ED. AISC 13TH ED, P100 P133 P100 SR5 5/8 6,075 LBS, 8,100 LBS, 6,340 LBS, BLUE SR7 7/8 11,905 LBS, 15,875 LBS, 12,815 LBS. GREEN SR9 1 1/8 19,680 LBS. 26,240 LBS. 21,205 LBS. ORANGE SR5H 5/8 12,150 LBS, 16,200 LBS, 13,570 LBS, BLUE SR7H 7/8 23,810 LBS. 31,745 LBS. 27,060 LBS. GREEN SR9H 1 1/8 39,365 LBS, 52,485 LBS. 44,730 LBS, ORANGE SR9H150 1 1/8 49,205 LBS, 65,605 LBS, 55,915 LBS, ORANGE SRlOH150 1 1/4 60,745 LBS, 80,995 LBS. 69,030 LBS, PURPLE NAILING x4 = 8 ❑/C NAILING Al EACH COMPRESSION MEMBER. 7 SHEARWALL EDGE NAILING 11 ALT. SHEAR ANCHOR BOLT L A _ � /-01.75 NAILING TO EDGE D MULTIPLIEED ALLOWABLE BEARING CAPACITY 2. INSTALL SIMPSON MAS ANCHORS ON SHEATHING SIDE OF SILL PLATE ONLY, STRENG REQUIRED, ALLOWABLE TENSILE CAPACITY LENGTH (IN) STRONG -ROD ROD DIA5 NAILING BY DESIGNER BYETHEET ❑TAD Drod (IN) 4, 4M MINIMUM CONCRETE CE COLOR ALT. STRAP TRANSITION -- 12 "r XL IN, A L AISC 9TH ED. AISC 13TH ED, CODE MODEL N❑, THREADS ONLY, 1. STANDARD STRONG-ROD IS FABRICATED FROM ASTM A36 WITH Fy MIN= 43ksi, Fu MIN= 60ksi, 6, ALL OTHER MAS SPECIFICATIONS NOTED IN MOST CURRENT L c P100 P133 P100 ASTM A354 CLASS BD WITH Fy MIN= 130ksi, Fu MIN= 150ksi, SIMPSON CATALOG SHALL BE F ❑LL ❑WED, ITY IS LASER ETCHED WITH THE MODEL, ASTM STANDARD, AND LOT NUMBER, 5/8 SR9H /14 -5 1 3/4 -1 1/8 6' 6' 39,365 LBS. 52,485 LBS, 44,730 LBS. DIAMETER IN 1/8" (i,e, ATS -SR5 IS A 5/8" DIAMETER ROD), SR9H /14 -7 1 3/4 -1 1/8 2 1/2" 7' -5" 39,365 LBS, 52,485 LBS, 44,730 LBS, ORANGE SR9H150/14 -7 1 3/4 -1 1/8 2 112" 7' -5" 49,205 LBS, 66,605 LBS, 55,915 LBS, 8,995 NAILING x4 = 8 ❑/C NAILING Al EACH COMPRESSION MEMBER. 7 SHEARWALL EDGE NAILING 11 ALT. SHEAR ANCHOR BOLT L A _ � /-01.75 NAILING TO EDGE D MULTIPLIEED ALLOWABLE BEARING CAPACITY 2. INSTALL SIMPSON MAS ANCHORS ON SHEATHING SIDE OF SILL PLATE ONLY, STRENG REQUIRED, j = f` LENGTH (IN) SMOOTH SHANK 1 1/8 -7 MODEL NUMBER STRONG -ROD # ASTM XXX GRADE 123456 NAILING BY DESIGNER BYETHEET ❑TAD Drod (IN) 4, 4M MINIMUM CONCRETE CE 1 ALT. STRAP TRANSITION -- 12 "r NUMBER OF STUDS BUT N GREATER THAN 12 ON P100/P133 5. 6 MINIMUM CENTER TO CENTER SPACING FOR SHEAR LOADING P100/P133 MODEL NUMBER STRONG -ROD # ASTM XXX GRADE X 123456 ATS -BP5 -3x3.5 3 112 CENTER THREADS ONLY, 1. STANDARD STRONG-ROD IS FABRICATED FROM ASTM A36 WITH Fy MIN= 43ksi, Fu MIN= 60ksi, 6, ALL OTHER MAS SPECIFICATIONS NOTED IN MOST CURRENT L c 4,605 B7 OR A449 EXAM T PLE (4) TOTAL COMPRESSION MEMBERS 2" O/C EDGE " ASTM A354 CLASS BD WITH Fy MIN= 130ksi, Fu MIN= 150ksi, SIMPSON CATALOG SHALL BE F ❑LL ❑WED, ITY NAILING x4 = 8 ❑/C NAILING Al EACH COMPRESSION MEMBER. 7 SHEARWALL EDGE NAILING 11 ALT. SHEAR ANCHOR BOLT L A _ � /-01.75 ;..s Pn- T-- -/SIZE ATS PLATE DIMENSI ❑NS ALLOWABLE BEARING CAPACITY 2 TYP MODEL LENGTH (IN) SMOOTH SHANK 1 1/8 -7 MODEL NUMBER STRONG -ROD # ASTM XXX GRADE 123456 Dhole (IN) Drod (IN) DF -L (lb) UNC THREADS HF ((b) -- 12 "r �---- 48" ---1 P100/P133 P100/P133 P100/P133 MODEL NUMBER STRONG -ROD # ASTM XXX GRADE X 123456 ATS -BP5 -3x3.5 3 112 UNC THREADS 11/16 1. STANDARD STRONG-ROD IS FABRICATED FROM ASTM A36 WITH Fy MIN= 43ksi, Fu MIN= 60ksi, HIGH STRENGTH STRONG-ROD IS FABRICATED FROM ASTM A193 GRADE 4,605 B7 OR A449 WITH Fy MIN= 92ksi, Fu MIN= 120ksi; H150 STRONG -ROD IS FABRICATED FROM ASTM A354 CLASS BD WITH Fy MIN= 130ksi, Fu MIN= 150ksi, 2. STRONG -ROD IS LASER ETCHED WITH THE MODEL, ASTM STANDARD, AND LOT NUMBER, 5/8 3. STRONG -ROD IS UNCOATED OR PLAIN BLACK STEEL, 7,165 4, STRONG -ROD MODEL DESIGNATION: THE NUMBER FOLLOWING ATS -SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i,e, ATS -SR5 IS A 5/8" DIAMETER ROD), 5. STRONG-ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADED ENDS AND ARE USED TO REDUCE ELONGATI ❑N, ;..s Pn- T-- -/SIZE ATS PLATE DIMENSI ❑NS ALLOWABLE BEARING CAPACITY or MODEL LENGTH (IN) WIDTH (IN) t (IN) Dhole (IN) Drod (IN) DF -L (lb) SP (lb) HF ((b) SPF (lb) COLOR CODE P100/P133 P100/P133 P100/P133 P100/P133 ATS -BP5 -3x3.5 3 112 3 3/8 11/16 5/8 6,775 6,125 4,390 4,605 BLUE ATS - BP5 -3x5,5 5.5 3 5/8 11/16 5/8 10,540 9,530 6,830 7,165 BLUE ATS -BP7 -3x5,5 5.5 3 5/8 15/16 7/8 10,280 9,290 6,660 6,990 GREEN ATS -BP9 -3x5,5 5.5 3 5/8 1 3/16 1 1/8 9,950 8,995 6,450 6,765 ORANGE ATS - BP5 -5x5.5 5,5 5 3/4 11/16 5/8 17,885 16,165 11,590 12,160 BLUE ATS - BP7 -5x5.5 5.5 5 5/8 15/16 7/8 17,620 15,930 11,420 11,985 GREEN ATS - BP9 -5x5.5 5.5 5 5/8 1 3/16 1 1/8 17,295 15,635 11,205 11,760 ORANGE ATS -BP10 -3x9 9 3 1 1 5/16 1 1/4 15,700 14,195 10,175 10,675 PURPLE ATS -BP10 -3x12 12 3 1 112 1 5/16 1 1/4 21,325 19,280 13,820 14,500 PURPLE ATS -BP10 -3x15 15 3 1 3/4 1 5/16 1 1/4 26,950 24,365 17,465 18,325 PURPLE ATS -BP10 -5x9 9 5 1 1 5/16 1 1/4 26,950 24,365 17,465 18,325 PURPLE ATS -BP10 -5x12 12 5 1 112 1 5/16 1 1/4 36,325 32,840 23,540 24,700 PURPLE ;..s Pn- T-- -/SIZE DISTANCE FROM BOLT TO OUTSIDE OF POST 2x4 or 2x6 4 112" 3x4 or 3x6 5 112" 2 -2x4 or 2 -2x6 6" 2 -3x4 or 2 -3x6 8" 4x6 or 6x6 8 1/2" 4x8 or 6x8 10 1/4" 4x10 or 6x10 12 1/4" N❑TES1 1, COMPRESSION MEMBERS D❑ NOT INCLUDE TRIMMERS. 2, WHEN WALL WIDTHS VARY FROM FLOOR TO FLOOR, QRDINATE ANCHOR BOLT L ❑CATION WITH NARROWEST --r- -°ALL , 6" COMPRESSI ❑N O MEMBER - „ u PER 6 SCHEDULE COMPRESSION Q MEMBER - 6" BEARING PLATES ARE COLOR CORNER MID -WALL CODED TO MATCH RODS PERPENDICULAR TO WALL 3 STRONG - ROD g BEARING PLATES 14 ANCHOR BOLT LAYOUT • Is IWO 0 z U) W z= - w 200 0 E D� p 65 N N _ 't cn E N 8 = 5 U aM c� v; U) Q C Q z z° v c E i► U �b�a LU C) U) CV 07 N U y F-zUm W • • 0 < F_ z = W 3 n. o 'S Q O C) O �p oc rn � c -8 o A z =P0 4- Cn °rn J� 4 --D z �0 co 0 C cn cn Y U z N o O � (n U c, ��_nn vJ m 0 z U) W z= D� �z �o �oz }c o U) Q z 3: cc o C) U) 0 F-zUm cn 0 < F_ z = n. o z�v2 Q O C) Q cf) : U LU z =P0 ❑C Q wo --D o r f•� /'�.®"' NAME: DATE: 11/01/2008 SCALE:NO SCALE CHECKED BY: ? SHEET: ATS -1 OF 2 SHEETS J013 NO. 427