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;SIONAL
<br />G LICENCES PRINTED ON 08/30/2011
<br />5 GENERAL NOTES AND SPECIFICATIONS
<br />10/31/11 1 DESIGN CODE & LOADS
<br />1001/11
<br />1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN
<br />11/30411 DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2006 AND 2009
<br />INTERNATIONAL BUILDING CODE (IBC), 2006 AND 2009 INTERNATIONAL
<br />12/31/11 licio RESIDENTIAL CODE (IRC) AND THE 2010 CAUFORNIA 8UILDING CODE PROVISIONS
<br />THAT ARE LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CfTY AND
<br />1201/11 COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITAL-S
<br />AND PUBUC SCHOOLS IN CALIFORNIA ARE NOT A PART OF THE SCOPE.
<br />12/31/11
<br />2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE
<br />1231/11 INTENDED FOR RECREATIONAL/OUTDOOR USE AND ARE CONSIDERED
<br />NON-HABITABLE STRUCTURES.
<br />1281111
<br />3. SEISMIC DESIGN PARAMETERS:
<br />123111 1
<br />a. IMPORTANCE FACTOR - 1.0
<br />12'3Ull b. Ss - 2.5 MAX - SEE LRP-6
<br />c. Si - 0.75 (0.60 WITH Sl>30 PSF)
<br />12/31/11 d. SITE CLASS - D
<br />e. Sos - 1.67 MAX
<br />12131/11 f. Soi - 0.75
<br />g. PEISMIC DESIGN CATEGORY - D
<br />1281/11 h. R - 1.25
<br />i. Cs - 1.33 MAX
<br />01/31/12 j. DESIGN BASE SHEAR - 1.33 MAX W (ULTIMATE)
<br />k ANALYSIS METHOD - EQUIV LATERAL FORCE
<br />0301/12
<br />4. WHERE ASCE 7 IS REFERENCED, ASCE 7-05 WAS USED FOR THESE
<br />03.31/TZ DOCUMENTS.
<br />0400/12 5. MINIMUM SOIL BEARING CAPACITY SHALL BE 1000 PSF.
<br />04/30/12
<br />04£30/12 11 MATERIALS
<br />0130'12 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND
<br />TEMPER 6005-T5, (UON).
<br />013CM 2
<br />2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH THE REQUIREMENTS SET
<br />06'Owlz FORTH IN PART 1-A. SECTION 6.6 AND 6.7 OF THE ALUMINUM DESIGN
<br />MANUAL (2005)
<br />06/30/12
<br />0630fl2 3. SHEET METAL SCREWS (SMS) SHALL BE TYPE AB SCREWS.
<br />06/30/12 4. SHEET METAL SCREWS SHALL CONFORM TO THE REQUIREMENTS SET FORTH
<br />IN PART 1-A OF THE LATEST ALUMINUM DESIGN MANUAL FOR TAPPING
<br />06/30/12 SCREW CONNECTIONS.
<br />06930/12 5. EXPANSION ANCHORS SHALL BE HILTT 3/8' UKWIK BOLT TZ" OR APPROVED
<br />EQUAL ANCHORS SHALL BE AS DESCRiBED 8Y AND IN5TALLED PER ICC-ES
<br />072412 REPORT ESR-1917. ANCHORS SHALL BE PLACED SUCH THAT THE DISTANCE
<br />TO CONCRETE EDGE, CRACKS AND JOINTS IS NOT LESS THAN 4 1/2".
<br />07/31.t12
<br />6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE
<br />07/31/12 EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIAC GRAWrY OF 0.49.
<br />SUCH AS DF.
<br />07/31/12
<br />7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR0781112SHALL VERIFY, THROUGH NON-DESTRUCTIVE MEANS, THAT EACH SCREW HAS
<br />0980/12 A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW.
<br />1120/12 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY
<br />OF 0.49 OR GREATER. LUMBER ALLOWABLE STRESSES HAVE BEEN BASED ON
<br />12131/12 THE 2005 NDS.
<br />1281/12 9. ALL NAILS AND WOOD 'SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD
<br />STRENGTH:
<br />12£31112
<br />a. 8d:Frb = 100,000 psi
<br />1281/12 b. 12d:Frb = 80,000 psi
<br />c. 14d:Frb = 70,000 psi
<br />1261M2 d. 16d:Frb = 70,000 psi
<br />e. 18d:Frb = 60.000 psi
<br />12/3112 f. 2Od:Frb = 60,000 psi
<br />02'28/13 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE
<br />STAINLESS STEEL.
<br />03/31/13
<br />11.UNLESS. OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE
<br />04m/13 TREATED LUMBER SHALL HAVE A G 185 GALVANIZED COATING.
<br />06130/13
<br />12. CONCRETE SHALL BE TYPE V CEMENT WITH A MINIMUM,W/C RAnO OF 0.45
<br />0630113 AND A MINIMUM COMPRESSIVE STRENGTH (FC) = 4500 PSI. WHERE
<br />CONCRETE IS NOT EXPOSED TO SULFATE, TYPE Il CEMENT MAY BE USED
<br />0861113 AND THE MINIMUM COMPRESSIVE STRENGTH (FC) MAY BE 2500 PSI
<br />030,M3 13.STRUCTURAL STEEL SHALL CONFORM TO ASTM A36
<br />01'31/14 14.REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 OR 60.
<br />0381/14 15 BOLTS SHALL CONFORM TO ASTM A307.
<br />IAPMO ES REPORT #0115
<br />111 ROOF SYSTEM
<br />1. THE ROOF PANELS SHALL BE AS DEFINED W/IN THIS DRAWING
<br />PACKAGE AND PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN.
<br />2. UON, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24*.
<br />3. FOR COVERS W/0 AN ENCLOSURE, ROOF PANELS SHAU_ BE
<br />SUPPORTED BY A BEAM, POST & FOOTING SYSTEM SUITABLE FOR THE
<br />PROPOSED APPUCATION. THE BEAM. POST & FOOTING SYSTEM SHALL
<br />BE DEFINED WITHIN A VAUD IAPMO EVALUATION REPORT, A VAUD
<br />ICC-ES EVALUATION REPORT OR WrrHIN AN ENGINEERING PACKAGE
<br />SIGNED BY A P.E. LICENCED IN THE LOCAL JURISDICTION. A COPY OF
<br />SAID REPORT OR ENGINEERING PACKAGE SHALL BE SUBMITTED TO THE
<br />BUILDING OFFICIAL @ THE TIME OF PERMIT APPUCATION.
<br />IV WALL SYSTEMS
<br />1. FOR COVERS WITH AN ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE
<br />SUITABLE FOR THE PROPOSED APPUCAnON.THE ENCLOSURE SYSTEM
<br />SHALL BE DEFINED WITHIN A VAUD LAPMO EVALUATION REPORT, A
<br />VALID ICC-ES EVALUAPON REPORT OR WITHIN AN ENGINEERING
<br />PACKAGE SIGNED BY A P.E UCENSED IN THE LOCAL JURISDICTION. A
<br />COPY OF SAID REPORT OR ENGINEERING PACKAGE SHALL BE
<br />SUBMITTED TO THE BUILDING OFFICIAL AT THE nME OF PERMIT
<br />APPUCATION.
<br />V LAMINA-FED ROOF PANELS
<br />1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE
<br />INTENDED FOR USE ON RESIDENTIAL PAROS AS REGULATED BY APPENDIX
<br />CHAPTER I OF THE INTERNATIONAL BUILDING CODE OR APPENDIX
<br />CHAPTER H OF THE INTERNATIONAL RESIDENTIAL CODE
<br />2. MATERIALS:
<br />o. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO
<br />THE REQUIREMENTS FOR 3105-H 14 ALLOY AND TEMPER.
<br />THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE
<br />ALLOWABLE SPAN TABLE.
<br />b. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO
<br />THE REQUIREMENTS FOR 3105-H 14 ALLOY AND TEMPER.
<br />THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE
<br />ALLOWABLE SPAN TABLE.
<br />c. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A
<br />NOMINAL DENSnY AS SHOWN IN THE ALLOWABLE SPAN TABLE:
<br />i. PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS
<br />MANUFACTURED BY HOUSTON FOAM PLASTICS OF HOUSTON,
<br />TEXAS. THE FOAM PLASnC SHALL MEET THE REQUIREMENTS FOR
<br />CLASS A MATERIAL PER CHAPTER 8 OF THE 2006 IBC. FOAM
<br />PLASnC IS CLASSIFIED AS TYPE 11 FOAM IN ACCORDANCE WITH
<br />ASTM C578.
<br />d. THE COMPONENTS ARE BONDED TOGETHER USING AN ADHESIVE
<br />PROVIDED 8Y ASHLAND SPECIALTY CHEMICALS AND KNOWN AS
<br />ISOGRIP SP50400.THE ADHESIVE IS RECOGNIZED UNDER BC-ES
<br />ESR-1140.
<br />3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL
<br />PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS
<br />PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE
<br />SPECIFICATION (S) AND/OR DEFINITION (S) OUTUNED ABOVE.
<br />4. THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT
<br />EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID
<br />LOAD.EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE
<br />ALLOWABLE SPAN TABLE IS NOT PERMITrED.
<br />5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO
<br />TRANSVERSE JOINTS.
<br />6. THE STRUCTURAL SUPPORT AND 5rRUCTURAL ATTACHMENT OF THE
<br />SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED
<br />EVALUATION REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE
<br />GOVERNING JUR{SDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM
<br />THAT SAlD PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL
<br />LOADS AND SPANS FOR EACH SPECIFIC PROJ.ECT.
<br />7. ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL
<br />INTERFACES BETWEEN THE ALUMINUM SECTONS AND PANEL SHALL BE
<br />CAULKED WITH· APPROPRIATE SEALANT.
<br />8. METAL PANEL FASTENERS SHALL BE ALUMINUM. STAINLESS STEEL OR
<br />ALUMINIZED, HOT-DIP GALVANIZED OR ELECTROGALVANIZED STEEL.
<br />Z
<br />C
<br />GLRP-:£ 1 30 2 133HS 'DU02!Af 'OPDAIN '0
<br />THIS BAR FULL SCALE
<br />IAPMO PAGE NUMBER 2 OF 23 6
<br />Z
<br />mNOTE TO DEALER, CONTRACTOR AND M
<br />BUILDING OFFICIAL:
<br />1. STRUCTURES INCLUDED WfTHIN THIS PACKAGE SHALL NOT BE ATTACHED
<br />TO SINGLE COAr STUCCO SYSTEMS UNLESS THE ATTACHMENT METHOD
<br />IS SPECIFICALLY DESIGNED FOR "SINGLE COAr 5TUCCO SYSTEMS. -
<br />2. SNOW LOADS PRESENTED WITHIN THESE PLANS ARE EQUIVALENT
<br />UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE
<br />SPECIFIC CONDmONS INCLUDING, BUT NOT UMITED TO, DRIFTING AND „
<br />SUDING SNOW.
<br />3. STRUCTURAL ADEQUACY OF AN EXISTING STRUCTURE IS NOT INCLUDED 1 69WITHIN THE SCOPE OF THIS PACKAGE.STRUCTURAL ADEQUACY SHALL
<br />BE INVESTIGATED BY OTHERS UNLESS DEEMED ADEQUATE BY THE W P
<br />BUILDING OFFICIAL 520
<br />4. THESE PLANS APPLY TO MULTIPLE LOADING CONDmONS (WIND AND 1-Lz
<br />GRAVITY). THE DEALER, CONTRACTOR OR EOR SHALL -MARK-UP' EACH 00
<br />PACKAGE TO CONFIRM THAT THE SITE SPECIFIC REQUIREMENTS ARE 24
<br />WRHIN THE SCOPE OF THE PACKAGE. D
<br />&4
<br />IN PLAIN ENGLISH, THE PERSON USING THIS SET OF STANDARD PLANS -1 21
<br />SHALL USE THE PLANS, SECTIONS, DETAILS. TABLES AND INSTRUCTIONS
<br />WITHIN THE PACKAGE TO CONFIRM THAT THE SITE SPECIFIC CONDmONS
<br />ARE WrTHIN THE ALLOWABLE PARAMETERS PRESENTED WITHIN THIS SET
<br />OF STANDARD PLANS.%
<br />AMONG THE ACTIVITIES WHICH SHALL BE PERFORMED BY THE DEALER,
<br />CONTRACTOR OR EOR ARE:.&2 *
<br />A. REVIEW ALL NOTES TO CONFIRM WHAT WILL BE CONSTRUCTED
<br />MEETS THE REQUIREMENTS PRESENTED WffHIN THE NOTES,
<br />B. CONFIRM LOADING REQUIREMENTS W[TH THE LOCAL BUILDING
<br />OFFICIAL,
<br />C. IDENTIFY PARAMETERS WITHIN STEPS I TO VII ON SHEETS LRP-3
<br />TO LRP-7 WHICH ARE APPUCABLE TO THE SPECIFIC ROOF BBNG
<br />CONSTRUCTED.
<br />D. CROSS OUT ALL ELEMENTS MTHIN THE ENTIRE PACKAGE WHICH 8&
<br />ARE NOT USED WITHIN THE SPECIAC ROOF.a=
<br />ABBREVIATIONS mm
<br />¢ DIAMETER FDN FOUNDAnON SIT SHEET
<br />FTG FOOTING SIM SIMILAR 2==
<br />AB ANCHOR BOLT SMS SHEET METAL SCREWS 5== 6
<br />At)DL ADDmONAL GA GAGE SP SPACE (S, ED)
<br />ALUM ALUMINUM GALV GALVANIZED SPEC SPECIFICATION,
<br />ANCH ANCHOR HGT HEIGHT SQ SQUARE C= &
<br />SPECIFIED =2
<br />APPROX APPROXIMATE(CO
<br />INFO INFORMATION SST STAINLESS STEEL-'fft' c
<br />SAL BALANCE STAG STAGGERED
<br />BLDG BUILDING him MANUFACTURER STD STANDARD qll iBM8EAMMlNMINIMUMSnFSnFFENER
<br />B.0.BOTTOM OF MWFRS MAIN WIND FORCE STL STEEL-
<br />RESTING SYSTEM STRUC STRUCTURE (S, URAL) -8OT 801TOM
<br />SYhi SYMMETRICAL
<br />C/C CENTER TO CENTER NA NOT ALLOWED T&B TOP AND BorrOMCt CEN1ERLINE NR NOT REQUIRED THD THREADED
<br />COL COLUMN NTS NOT TO SCALE
<br />THK THICK (NESS)CONC CONCRETE OC ON CENTER T.O.TOP OF
<br />OD OUTSIDE DIA TYP PrPICAL NE iCONTCONTINUOUS33 5OH OVERHANG UON UNLESS 01}iERWISE NOTED . .U, fl/, =CTR CENTER (ED) . <m m .OPNG(S) OPENING(S)O.80'
<br />OPP OPPOSITE VERT VERTICAL 90 W Z
<br />DET DETAIL go I O
<br />OPT OPTION (AL)801,2DF DOUG FIR W/ WITH Zm&g&DWG(S) DRAWING(S) PL PLATE W/0 WITHOUT
<br />PROJ PRNECRON WS WOOD SCREW S S IN 3 S
<br />EA EACH WT WEIGHT
<br />RAD RADIUS -.1 0 . coEMBED EMBEDMENT
<br />EQ EQUAL (LY)REF REFERENCE / REFER S /1/ i i
<br />REINF REINFORCE (11 INC)ES EACH SIDE
<br />EXP EXPANSION REQD REQUIRED
<br />EXST E)(15nNG REV gi"C•gt.
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<br />PHONE: (000) 827-6045
<br />GENERAL NOTES
<br />a BY COMMENT
<br />FAX: (972) 882-8818
<br />DATE:
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