The URL can be used to link to this page

Home My WebLink AboutZ-8487 Map 3t.. L7EG/C� ° VI/ /WEE - "cvRTAWALL .TA10I6117E3 1W-1 1-6 4€ Ib l `a -:!-A-lVbfW4-ScDLTM DIREe'7_1 AJ !K4°�� - efl5ArT/AILjD0.S o I C t' 4 AF /VDRT14 ARID S ESUTN E)VO-5 OF 04e-CK v USE �eL � N N 5L MTLCLdR/Ty- I tf� 063 _SS �11f"Z HrJNU ILAP A41 lP 70 McYF n I 3068 STEEL DO f , tl„ L �V ALL AD -A, Rep UIREIIEA15 � Y w I lTf I I� i. _--- r t� li<lA(D/CAP �iiillllllllliiii��i�llllllliiilliil l PLE(/G(AS 5 Wilt/_ llaovE DECK FIAII-514M FL866 ELEVATl6/V — AloATia >, k^A 5T \,&1A LL S l sx o w L.L • 2 t 16° .c. - r/7 NUT nAl FdR ew T '`- ZQ))eArES ZAO.5.5 13Rs1LIAY, LD C Ar1b nJ T1V E45T- \-JgsT d?t#£ !??G5f49 40'-0" FLOOR PLAN °cis 9' /I/�ti woon wr�cc I - KAIEE Ar TOP �` U✓AL 5� /�ROI�ILE /4BUVE SCALE: N.T.S. A/ITLE.S%ALL WWOL-74 i''rr'L -Tip 4997 ')i'iEJ-1'i�.? A6171 OLSTSlo'F_ LISG - LlSF &A-LV.ANIZED SCFZEW 7%/PF Fl�wr4 N4"�Z5 aNLy -DO AICT FAST" l3ttTil M PLA- h4 ALCM ZOAIa?RUL716" -M gC157"1so1�'_, C-EW577ZLIC771 W: l L,U 1 11UN SCALE: N.T.S. ALARM ADC/5T. GAIN MI LENGTH FENCE RAID RE/-71421- E l /o�c� GEitIGE 77t1s Saul L✓AI-L WOOD 1. DESIGN OF WOOD MEMBERS IS BASED ON THE LATEST EDITION OF THE DESIGN SPECIFICATION, NATIONAL FOREST PRODUCTS ASSOCIATION. 2. FRAMING LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE MINIMUM UNLESS 0' HERWISE NOTED. STUDS TO BE DOUGLAS FIR #2 OR EQUAL. 3. ALL PLYVkOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT STANDARD PSI WITH EXTERIOR GLUE. 4• BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT SIZE. RE - TIGHTEN PRIOR TO CLOSING IN. 5. STANDARD CUT WASHERS SHALL BE USED UNDER HEAD AND NUTS AGAINST WOOD. 6. THE BOLTS FOR PLATES SHALL BE PLACED 8" FROM THE END OF A PLATE AND PLACED Ai INTERVALS NOTED ON PLAN, 7. ALL STUD PARTITIONS OR WALLS SHALL HAVE 2 X BRIDGING, TO ACT AS A FIRESTOP, SAME WIDTH AS THE STUD AT MID -HEIGHT. 8. DO NOT NOTCH BOTTOMS OF WOOD MEMBERS. OBTAIN A/E APPROVAL FOR ANY HOES IN ALL WOOD MEMBERS EXCEPT AS NOTED BELOW. HOLES THROUGH SILLS, PLATES, STUDS AND DOUBLE PLATES IN INTERIOR AND BEARING WALLS SHALL NOT EXCEED ONE-THIRD THE PLATE WIDTH AND SHALL BE BORED HOES PLACED IN THE CENTER OF THE STUD OR PLATE. NOTCHING IS NOT PERMITTED. 9. ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE DRIVING OF NAILS CAUSES SPLITTING, HOLES FOR NAILS SHALL BE SUB DRILLED. 10. NAILED CONNECTIONS SHALL CONFORM TO TABLE 2306.1 OF THE I.B.C. A. END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH TO AVOID SPLITTING OF THE WOOD. E THE PENETRATION OF NAILS INTO THE PIECE RECEIVING THE PINT SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL PROVIDED. HOWEVER, 160 NAILS BE USED TO CONNECT PIECES OF 2" NOMINAL THICKNESS. C. NAILING NOT NOTES SHALL BE AT LEAST TWO NAILS AT ALL CONTACT POINTS. 11. ALL WOOD PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. 12. ALL JOINTS IN DOUBLE TOP PLATES SHALL BE CENTERED OVER A STUD AND SHALL BE STAGGERED 4'-0" MIN. SPLICES SHALL NOT OCCUR LESS THAN 4'-0" FROM CORNER. 13. ALL METAL HOLD DOWN CLIPS SHALL MEET THE FOLLOWING: A. HOLD DDWN CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT. 8. row—i C. APPROVED BY S.B.C.C.I. AND OTHER REQUIRED LOCAL CODE AGENCIES. D. INSTALLED AS RECOMMENDED BY THEIR MANUFACTURER 14. EXCEPT WHERE NOTED OR DETAILED OTHERWISE, ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC. 15. VENEER WALL TIES SHALL B�FASTENED 13�Z" MINIMUM IN WITH CORROSIO ICK TIESSHALLBE CORROSIONRESTS RIZONTAL AND 1 " . . ICAL 16. PROVIDE 1%2" APA RATED PLYWOOD SHEATHING OR 1%2" O.S.B. SHEAR WALLS AT ALL EXTERIOR WALLS AS NOTED ON PLANS. ALL SHEAR WALLS ARE TO EXTEND FROM SILL PLATE TO DOUBLE PLATE SUPPORTING TRUSSES ON TRUSS BEARING SIDES AND UP TO TOP PLATE BELOW ROOF DECK AT THE END WALL GABLE ENDS. 17. SEISMIC SHEAR WALL SHEATHING TO BE 1%2" APA RATED SHEATHING OVER O/S FACE OF ALL EXTERIOR WALL STUDS WITH ALL FREE EDGES BLOCKED AND NAILED. SHEATHING TO BE FASTENED TO STUDS WITH 6d COMMON NAILS 0 4" O.C. AT ALL INDIVIDUAL PANEL EDGES AND 6d COMMON NAILS 0 6" O.C. AT ALL INTERMEDIATE STUDS. 18. OF DIAPHRAGM TO BE " APA RATED PLYWOOD SHEATHING OVER WOOD FTERS ®24" O.C. PLYWOOD TQ ASTEDED A TRUSSES AtD RAFTERS WITH 8 6X'"6.C. AT PANEL EDGES AND 8d COMMON NA S (p 12" O.0 DIATE SUP G BETWEEN TRUSSES IS"ptOT ED AT PANEL JOINTS EXCEPT WHERE REQUI RT 'I'AIV L ',EDGES AT RIDGE, HIP, AND VALLEY AREAS. 19. IL_ PLATE TO FOUNDATION WITH N' DIAMETER A307 ANCHOR B �"' 4'-O' O.C. TO CONCRETE SLAB (SEE DETAIL, BLS=4r1 j': R�� OV D A(4) BOLTS MINIhjUM PER EACH �EkjlT WHE kENG7} OF WALL SEGMENT IS LESS THAN 6'-0" BETWEEN WALLS , { R WALL POSTS PROVIDE SIMPSON HG2A HOLD�1101p1--tL'}{ORS CAST INTO THE FOU EDGE TYPICAL W FJW--NM EDD ON FOUNDATION PLAN. SEE DETAIL 6/S-4.1 FOR W DE"AILS. 20. CONTRACTOR! SHALL PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED TO KEEP THE BUILDING TRUE AND PLUMB AND IN A SAFE CONDITION UNTIL ALL STRUCTURAL ELEMENTS ARE CONNECTED IN PLACE. THE BUILDING SHOULD NOT BE CONSIDERED STABLE UNTIL ROOF DECK, SHEAR WALL SHEATHING, ALL GYDSUM ROARD SHEATHING ON INTERIOR, AND EXTERIOR WALL STUDS AND ON BOTTOM CHORD OF ROOF TRUSSES AND ALL PERMANENT BRACING NOTED ON PLANS AND TRUSS SUPPLIER SHOP DRAWINGS ARE CONNECTED IN PLACE. 21• ALL HORIZONTAL FRAMED LUMBER (HEADERS & BEAMS) SHALL BE STRUCTURAL GRADE NO. 2 KD SAS SOUTHERN PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN VALUES EQUAL TO NO. 2 KD SOUTHERN PINE. 22. ALL WOOD STUDS AT THE FOLLOWING LOCATIONS SHALL BE STRUCTURAL GRADE NO. 2KD SOUTHERN YELLOW PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN VALUES EQUAL TO NO. 2 KD SOUTHERN YELLOW PINE. ALL EXTERIOR WALLS ALL SEARING WALLS ALL SHEAR WALLS I HEREBY CERTIFY THAT THE STRUCTURAL PLANS SUBMITTED HEREWITH ARE DESIGNED WITH THE STRUCTURAL LOAD CARRYING ELEMENTS TO RESIST THE ANTICIPATED FORCES OF THE DESIGNATED SEISMIC ZONE IN WHICH THE STRUCTURE IS LOCATED IN ACCORDANCE WITH ARKANSAS ACT 1100, 1991. REVISIONS: NO. DATE I REVISION / - PoRT A-PdiTY Z YV (7I AOUNONBA/ltzieRs F7JLC AOA 94071141 mrL7minI IcnZ^N o LiJ-N� 0 UWIXLnZ WQEOx >ZY-I' e _0N � E3 X Im WZwQI- '^WJiL Q uu�J r z, ! 0 WED 1 @) fY EJ A. 0 ZC EI va G w_' Ld w�0 � 1.1 X ED WJ O Ln z0 � �- j ❑ rjl to �O�WJ E3Z Q 0 WEnNELW PROJECT NAME: T z �j YrL� 01 R K � J N SHEET TITLE., ANTES _ III /iall PROJECT NUMBER: C)7-0/-0`I PROJECT DATE: TuL•YI Z069 SHEET NUMBER: S/0 0