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HomeMy WebLinkAboutBLD2013-00675 - BLD Plot / Site Plans - 12/23/2013 �i g j /�v�e R /�✓rr� /*✓� i�q �5�j'v t tit ram- z CHANGf.uS �� Q SUBMIT C!;A q,r.,ES F�� :.PPIROVAL PR!C" _ y � � _ Iz 6'-0" EXIST. OPNG. O z Q �- CD SEE PLAN NOTE 9 ��d� io,� 5 ha J 1 not SIMPSON HANGER w Q v EXISTING BLDG. WALL I chi c s!e ,',� o o0 z / r m — z FOUNDATION CONT., TYP. — — — — — — ere s. (�,,�� ,n. e,�y HUC210 2 (2 c) � o PLACES), TYP. o o _ cn — — — z� � z� EXIST, DECK, SEE w z w Lw - PLAN NOTE 16 �� 2 o mQ TYP SD1 2x10 CONT. LEDGER W/ Q o o�E TYP. 3—Y4"OxREQ'D LENGTH IZ LL- WOOD SCREWS @ 16"O.C. SIMPSON HANGER FIN. FLR. ELEV. = 2'-9"± SD1 INTO EXIST. RIM BD. ' 0 LUS210 @ EACH END, o FINISH AREA X o TYP. X 186 SQR. FT. cv _ I o z In o 3/4" PLYWOOD SHTG.,, W/ N o W ; a l N EDGE NAIL=8d @ 6 O.C. , W 3 0 2x6 BASE PLATE W/ 2x10 @ 16" O.C. FIELD NAIL=8d @ 12" O.C. Z 2—#12 @ 16" O.C. INTO PENETRATION=1Y2" MIN. Q,' _ ° m Y Z SOLID FRMG., 3—SIDES U ° a o I � � N o � N a TYP. 2'-0"X12"DP FTG. W/ !� SIMPSON POST BASE 3—#4 EA. WAY, 3 �I _ � PLACES, TYP. w PB44 (OR PBS44) & o POST CAP PC44 (EPC44 O� - _� _ _11Q_ _ _ _ �_ _ _ 4x_1 __ L1 \4 ;,y5E PLANS MUST BE @ EXTERIOR CORNER, 3 0`41 '� �.� THE JOB SITE PLACES), TYP. �,�� , �� 5 4 3 Ita-PEcTIov p, NSF 072513 SD3 SD2 TYP. SD2 TYP. F WAs�r, cS'TYP. h 12" DIA. (OR SQR)ET s. wAASH1N1GT.0 } : .T CONC. SONOTUBE '� �� Q�' W/ 4—#4x L VERT. �� �GSlY. 1 '-13/4„ 6'-7„ 6,-7„ 1 '-13/4,) REINF. & #3 E] °NA11F SEE SHEET GN FOR TIES @ 8, 0.C. I EXPIRE 09/23/^1 15'-5Y2" TOP 3 @ 1Y2" O.C. PLAN NOTES & GENERAL : " Q N O U U STRUCTURAL NOTES FOUNDATION /FLOOR FRAMINGPLAN o 0 0 3/8"=V-0" S 1 SEE SHEET GN FOR PLAN NOTES & GENERAL CONNECT ALUM. ROOF TRACK TO LEDGER W/ #14xREQ'D. LENGTH SSTL o STRUCTURAL NOTES SCREWS EACH SIDE OF RAFTER (WITHI � CONNECT ROOF RAFTER TO 4") & 2—#14 BTWN. RAFTERS, TYP. � U ALUM. ROOF TRACK W/ INFILL SOLID FRMG. 2x4 MIN. zQ o z 2-#14xREQ'D. LENGTH SSTL ( ) o SCREWS (1 -SCREW TOP & WALL, CONN. TO EXIST. WALL _, — 6 -0 EXIST. OPNG. SOLID FRMG. PROVIDE AS REQ'D. U w w BTM.), TYP. SEE PLAN NOTE 9 ( ) z � z< W/ 2—Y4"xREQ'D. LENGTH LAG w z z ww - SCREW @ 16" O.C., FULL HT., TYP. o CI- mQ � c O < C) 0— � � �� EXISTING BLDG. WALL/ FOUNDATION CONT., TYP. CONNECT VERT. SIDE 2x8 CONT. LEDGER W/ WALL FRMG. TO INFILL J Z ka 2—Y4"xREQ'D. LENGTH OR EXIST. WALL W/ z J U) o #12xREQ D. LENGTH < oN W a LAG SCREWS @ 16" O.C. SSTL SCREWS @ 16„ 00 Q z a 3 0 INTO EXIST. SOLID w O.C., FULL HT. INTO FRMG., TYP. N ; a W o SOLID FRMG., TYP. o < o a o � N CONNECT ROOF ACRYLIC/GLASS cv RAFTER TO EXIST. SUPPORT CONT. WALL W/ #12xREQ'D. LOCATE PER MFR S ' yESE PLANS MUST BE LENGTH SSTL SCREW SIN LE RAFTER 2x2 ALUM. CONT. SPECS., TYP. ' ��'� ��� S► E @ 16" O.C. INTO HO CURVED, RT. RATTE TYP. �, A. NSF 072513 SOLID FRMG., TYP. G �oF WAs�f,�C��' o� EXISTING BLDG r.t ! of�r<. -- WALL, TYP. - - - - iu�� fi'E a� R� 408 0_� w crs�rav WAS H I N G T Q PJ SINGLE VERTICAL EXTERIOR GLASS GLAZING / ExPi ES 09123!13 FRAMING (ALUM 2x2) @ (RATED FOR SNOW Ilk15'-5Y2" lz LOAD=40PSF), SEE PLAN SIDE WALLS, TYP. NOTE 6 & 10, TYP. 12 " Z Z n r.• P9p"J C� N O D U ROOF FRAMINGPLAN SUEAiIT r07+hPPROVAI 3/8"=1'-0" PRiC^ S2 7 SEE SHEET GN FOR q��rT PLAN NOTES & GENERAL NOTE: 1. SOLARIUM FRAMING NOT STRUCTURAL NOTES NOTE: cf) SHOWN FOR CLARITY 1. SOLARIUM FRAMING NOT _J 2. PROVIDE FLASHING (MOISTURE SHOWN FOR CLARITY ^ �►'a� c�e ��s+Yvc-l-io� WQ W BARRIER) AS REQUIRED, SEE 2. PROVIDE FLASHING (MOISTURE cA' c.-.won S Sea..le 1� e v� � F-- U BARRIER AS REQUIRED, SEE y OWNER/CONTRACTOR ) C�-� � � ,�- 6 K) 5 i+� r 1,`y) � � W z OWNER/CONTRACTOR 1 (/") 3. ALL WOOD SCREWS TO HAVE: (� �a EDGE DIST.=1/2" MIN. M H A G E� O SPACING=1/2" MIN. SUBMIT CHA^NGeS POP APPROVAL U LJJ W EMBED.=1 1/2" INTO PRIG^ _ :.: : _ c Z 0� Z< ADJACENT MEMBER w W (UNLESS NOTED OTHERWISE) C) m a THESE PLANS MUST BE Q O 0':THE JOB SITE 0— c ) 7 J :R PECTIcON EDGE NAIL EXIST. BLDG. WALL z REMOVE SIDING AS REQ'D. SIMPSON HANGER 0 J 0 SEE PLAN Lo $ o W EXIST. FLOOR W iA a U N - SYSTEM � za300 DECK SHTG. SEE PLAN 0 3 a W `4 = mYZ PLYWD. SHTG, FIN. FLR. o d i SEE PLAN EXIST. RIM BOARD cn o N a FIN. I ,FLOOR JOIST, SEE PLAN LFLR. JOIST SEE ♦G N. IV .072513 DBL. FLOOR JOIST, SEE PLAN PLAN wAsi,, S� EXIST. FOUNDATION LEDGER CONT., o SEE PLAN RFc�0870- 70NAL F� EXPIRES 09/23/13 i TYPICAL SIDE WALL CONNECTION TYPICAL JOIST—TO—EXIST. WALL CONNECTION 1 MCI ZZ N.T.S. N.T.S. N o 0 o � 0 o s SDI i i NOTE: NOTE: 1. SOLARIUM FRAMING NOT 4. THE ORIENTATION OF THE 1. SOLARIUM FRAMING NOT 4. THE ORIENTATION OF THE SHOWN FOR CLARITY CROSS BRACES CAN VARY SHOWN FOR CLARITY CROSS BRACES CAN VARY 2. PROVIDE FLASHING (MOISTURE FROM THAT SHOWN, THE LLJ Q w 2. PROVIDE FLASHING (MOISTURE FROM THAT SHOWN, THE BARRIER) AS REQUIRED, SEE CONNECTIONS TO THE POSTS ~ U BARRIER) AS REQUIRED, SEE CONNECTIONS TO THE POSTS pWNER/CONTRACTOR AND REQUIRED CLEARANCES � W z z AND REQUIRED CLEARANCES ARE TO BE MAINTAINED AS C/� LL OWNER CONTRACTOR —1 / ARE TO BE MAINTAINED AS 3. ALL WOOD SCREWS TO HAVE: SPECIFIED IN THE DETAIL O J 3. ALL WOOD SCREWS TO HAVE: SPECIFIED IN THE DETAIL END/EDGE DIST.=1/2" MIN. t�4.I�T t� L r c; END/EDGE DIST.=1/2" MIN. SPACING=1/2" MIN. ~ SPACING=1/2" MIN. EMBED.=1 1/2" INTO wrillSii;'1G - z � ZQ EMBED.=1 1/2" INTO ADJACENT MEMBER W Z ADJACENT MEMBER (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) W Q Ct, C) n C/ CHANGES SUBMIT CIIAP;GES FOR APPROVAL " FLR. SHTG., L 7 %4r:..iCD :; -4 SEE PLAN J FLOOR BEAM W/ SEE PLAN FIN. FLR � Z SIMPSON HANGER, rf` o SEE PLAN, TYP. �-� Lo o " FLOOR BEAM W/ FIN. FLR i'li iii FLOOR JOIST 2'- W W 0 a SIMPSON HANGER, DIAGNOL BRACE iru iru BEYOND, SEE PLAN J W < SEE PLAN SIMPSON HANGER, CONN. TO POST W/ Z 3 " SEE PLAN Li 4-Y4" MIN. WD. SIMPSON POST BASE PB < ; a w DBL. FLOOR JOIST, �' Y z SEE PLAN SCREWS PREDRILL, (OR PBS), SEE PLAN � a o 0 0 SLOPE STEEP AS c~n u a a SIMPSON HANGER, FLOOR JOIST W/ POSSIBLE WITHIN 2" SEE PLAN r� HANGER, SEE PLAN FROM GRADE/FLR. FRMG., TYP. bf ry SIMPSON POST BASE _ v I� SIMPSON POST BASE PB66 (OR PBS66) � 12"0 OR SQR. (OR PBS), SEE PL _ CONC. PIER w �y A IV jF 072513 I v I 4—#4x W/ in o L ♦OF WASH _ 1-- 12"0� OR SQR. #3©© 8" O.C. '�� 2" CLR. #3©@ 8"WO.C. w CONC. PIER TOP 3 ® 2y2 O.C. �r c o w , TOP 3 ® 2y2" 0.C. r o 2" CLR. NEW ISOLATED FTG., aos�a�_ NEW ISOLATED FTG., � SEE PLAN v SEE PLAN �OfstER TONAL F- ry THESE PLANS MUST BE ExPl Es 09123/13 `�' � O ' THE= JOB SITE 1,NSPECTION :' TYPICAL INTERIOR POST CONNECTION TYPICAL CORNER POST CONNECTION 4 � Q 3 .T.S. N O D U N.T.S.NTS $ SEE SHEET GN FOR PLAN NOTES & GENERAL STRUCTURAL NOTES6/7 SD2 N OTE: 1. SOLARIUM FRAMING NOT SHOWN FOR CLARITY 2. PROVIDE FLASHING (MOISTURE C/) BARRIER) AS REQUIRED, SEE J OWNER/CONTRACTOR W Q W � U � W zz o � ww zQ THESE PLANS MUST BE W z� °•. THE JOB SITE U W Wa - =H I INSPLCT10N O a- m¢ f— cl:f 3:: Q � CCC)= � � G7---J MiUST VIIEET ALL CU .. WASIAINGTOia n J 0 Cn O � IrT,I Z N F� O_ N W OfZ Q ; O LL if) Q Z cn o PLYWD. SHTG., => - y Z S4 = < 0aEE PLAN H m a FIN. FLR SUBMIT CIJA N!GES FOR APPROVAL �J FLOOR BEAM, SEE PLAN �Cy A IV/F .072513 �F co LOOR JOIST, SEE PLAN 40870.n �7�NAL EXPIRES 09123/13 5 TYPICAL FRONT WALL CONNECTION M pry N I Z Z d n Q Q N O U U d o SEE SHEET GN FOR PLAN NOTES & GENERAL STRUCTURAL NOTES SD3 SEE MASON COUNTY PLAN REVIEW CHECKLIST for important code information and details that pertain to this structure. The numbers marked on plans correspond to the same item number in the checklist.12 �\SUBA4ITC1.i;% -rc :,.:;:' PROVAL PRIG ( J 1 (9) CO 09f a r 2 5,14 T- T HE SE PLANS MUST BE p F �b�/ed ��G-�S �n 3" ON THE JOB SITE ,? 1,NSPECTION LIGHTING — IECG COMPLIANCE SMOKE ALARMS IN EXISTING BUILDINGS A minimum of 75 percent of all luminaries shall be high efficacy luminaries Additions,alterations,and repairs shall be provided with smoke unless lighting compliance was approved using the options available in alarms as required for new dwellings,the smoke alarms shall be IECC R404.1. Luminaries providing outdoor lighting and permanently interconnected and hard wired. See item number 3 in plan review mounted to a residential building or to other buildings on the same lost p shall be high efficacy luminaries unless permanently installed outdoor checklist attached. luminaries are controlled by a motion sensor(s)with integral photocontro photosensor or installed in or around swimming pools or water features. >RS All fluorescent fixtures must e fitted with T-8 or small lamps(but not T-10 or T-12 lamps). IECC R404.1 C �� �0�L\f f A STORAGE USE ONLY This structure is limited to storage space in accordance with the International Building Code,occupancy classification U Any other use will be in violation of the international codes and Mason County Regulations WINDOW AND GLASS DOOR INSTALLATION unless a"Change of Use"permit is applied for,reviewed and approved. Windows&glass doors shall be installed and flashed in accordance with the manufacturer's written installation instructions.Written installation instructions shall be provided by the manufacturer for each window and available for inspection. in addition all exterior windows and doors shall be designed to resist the design wind loads of the project UNHEATED SPACE This project is located in an area with unusual exposure to the weather. The sunroom addition is approved as un-heated space. If at any time the area is to be used for anything other The design criteria for the project is established at 85 mph wind speed than what it is approved for,a change of use permit shall be applied for,reviewed and approved prior to the with an exposure f,_. A separate inspection shall be required by the change. Mason County Building Inspector to verify that the proper windows are being installed, and that the windows are installed in accordance to manufacturer specifications. C� Q � PLAN NOTES: ENERAL STRUCTURAL NOTES G �/ 1 . SEE MFR. F 0 R DIMENSIONS & LOCATIONS OF SECTIONS The General Contractor shall verify all dimensions and site conditions before starting work. O 2. VERIFY ALL EXISTING CONDITIONS & NOTIFY ENGINEER The Structural Engineer shall be notified of any discrepancy. Use details marked`Typical" w z wherever applicable. Changes, omissions or substitutions are not permitted without written z IF DIFFERENT THAN INDICATED ON D R WG S. approval of the structural Engineer. Refer to specifications for further requirements.All w z materials d nals and wodtmanship shall conform to the latest edition of the'Intemat16na1 Building 3. OWNER & CONTRACTOR ARE RESPONSIBLE F 0 R Q The design,adequacy and safety of erection bracing,shoring,temporary supports,etc.,is the CONTROL OF MOISTURE/WEATHER PENETRATION INTO w w w sole responsibility of the Contractor,and has not been considered by the Structural U STRUCTUREEngineer. The Contractor is responsible for the stability of the structure prior to the cl� completion of all shear walls,roof and floor diaphragms and finish materials. The 4. GALVANIZED CONNECTORS IN CONTACT W/ TREATED Contractor shall provide the necessary bracing to provide stability to the structure prior to V) w Z the installation of the permanent lateral force resisting Q WOOD REQUIRE VERIFICATION OF TREATED WOOD TO BE P system M O SUITABLE FOR SUCH CONTACT DESIGN LOADS �c C� Flat Roof Snow Load 40 PSF U w w 5. VERIFY ROOF SLOPE WITH OWNER/ MANUFACTURER Moor Live Load-- — 40PSF z n- zQ Basic Wind Speed per IBC 85 MPH 3 sec,Exposure C 6. IT IS SUNROOM DEALER/OWNER/CONTRACTOR/MANUFACTURER Seismic Loading per IBC Design Category w F— z RESPONSIBILITY TO VERIFY ADEQUACY OF ACRYLIC PANELS/ FOUNDATION O Q::� mQ TEMPEREED GLASS/SLIDER WINDOWS TO RESIST LOADS (PER Design gstlobearonn owable soilbeating inorganic,undistuurrbed soil 0"minuriumb lowexistinggade- ~ � O O� PLAN NOTES & CALCULATIONS) W/ MANUFACTURER Extend all exterior footings V-0"minimum below finished grade. Site preparation,grading, 0 r— backfilling,etc.shall be as recommended by the Building Official. There shall be 95% 7 J 7. ALL SCREWS INTO WOOD MATERIAL SHALL MAINTAIN MINIMUM: compaction(ASTM D1557 Modified Proctor Dens ty)of all backfll soil under slabs on Bade. EDGE/END DIST.=Y2", EMBED.=1Y2", SPACING=3/4", U.N.O. CAST-IN-PLACE CONCRETE 8. WINDOW & DOOR OPENING LOCATIONS MAY VARY FROM PLAN, Attain a minimum compressive strength of 3000 PSI at 28 days(See Special Inspection). Minimum 28 Day Maximum Maximum VERIFYCompressive Air Size Water/cement Strength Entrainment Aggregate Ratio Z 9. VERIFY EXISTING BLDG. WALL OPENING HEADERS BEAMS TO BE Footings 3000 PSI None 1-1/2" J o „ Interior slabs 3000 PSI None 3/4" .45* N MINIMUM REQUIREMENTS OF: OPNG.<=7 —0 : 3-2x10, Exteriorslabs 450OPSI 6% 3/4" .45 U' R OPNG.<=6'-0": 2-2x10, & OPNG.=<4'-0": 2-2x8) CONTACT 'Water/Cement lu : variance no tall owed ZO W W Maximum Slump: 3"for slabs and footings-,4"For walls,columns and beams.Slumps U J > Q ENGINEERW/ DISCREPANCIES given are for un-plasticized concrete. Larger slumps may be allowed through the use of a (--y Z R 3 O super plasticizer. 1/-1, 10. I T I S S U N R O O M DEALER/OWNER/CON TRACTOR/M A N U F A C TU R E R Construction to be in accordance with the latest edition of ACI 318,"Part 2-Standards For V a 3 Q i,i Tests and Materials"and"Part 3-Construction Requirements". y Z RESPONSIBILITY TO VERIFY ALL GLASS GLAZING IN HAZARDOUS LocationofconstructonorpourjointrmustbeapprovedbytheStmctualEngineerif X o g different from that shown on plans. > to U a) a LOCATIONS AS SPECIFIED (IBC 2406.3) TO BE SAFETY GLAZING REINFORCING STEEL COMPLYING W/ (2003 IBC 2406.1 .1 TO 2406.1.5 OR IRC R308) ASTMA615,Grade 40 for#=3;Grade 60 for#4&larger. Deformed Bars:Securelytiein 11. ALL TE K SCREWS IN CONTACT W/ ALUMINUM FRAMING TO place with double annealed 16 le gauge iron wire r approved clips. Unless otherwise noted on these drawings,provide clear embedment at reinforcing bars as follows: Concrete cast BE SCOTS 300 STAINLESS STEEL OR EQUAL against soil=3".Formed concrete against soil=2". 12. CONNECT DOOR FRMG. TO PONYWALL, VERTICAL FRAMING, STRUCTURAL AND MISC.STEEL Bolts:ASTM A307 machine bolts(M.B.). AVIy�[�t� .07251: A &/OR EXISTING BLDG. WALL W/ #12xREQ'D. LENGTH TEK/ WOOD `� f•` WOOD SCREWS @ 8 0.C. Sawn Lumber•. WWPA 1991 Western Lumber grading Hiles: C� o 13. STAIRS/LANDING BY OTHERS AS REQUIRED Post/Beams xg&larger): DouglasDoogl Fir-Larch-Larch(unless (unles noted tthotherwise)erwise) y Wall/Floor Sheathing. APA rated sheathing,Exposure 1,DOC PS-1,DOC PS-2 with a 14. ALL SOLARIUM ALUMINUM FRAMING MEMBERS ARE minimum span rating of(32/16 floor&24/0 wall). Lay sheathing with face grain perpendicular to supports continuous over 2 or more spans. Allow 1/8" spacing at panel 4U$7�_ W� ALLOY 6 0 6 3—T6 (OR EQUAL, VERIFY) ends and edges. "Simpson"or approved equal as Framing anchors and connectors: 15. VERIFY FINISHED FLOOR ELEVATION: WOOD JOISTS/SHTG. WITHIN indicated on drawings. Install per manufacturer's recommendations. Bolt heads and nuts in contact with wood shall have washers. For nailing not shown on drawings,use IBC 18" OF GRADE & BEAMS WITHIN 12" OF GRADE TO BE Fastening Schedule,(IBC Table 2304.9.1 or IRC Table R602.3(1)). Nails shall not be PRESERVATIVE—TREATED IN ACCORDANCE WITH 2O03 IBC overdriven. masonry, Ex iREs 09/23/13 All wood bearing on concrete or mason grade,shall be pressure treated. Structural members shall not be cut for pipes,ducts,etc.,unless specifically noted 16. EXISTING DECK TO REMAIN W/ STRUCTURAL LEDGER CONNECTION or detailed. SIMILAR TO DETAIL 2/D 2 SPECIAL STRUCTURAL INSPECTIONS to Bolts Installed in Concrete: Inspection not required;uninspected bolt values used for I f� design. N _ -•"' •'; `� Reinforced Concrete: Inspection not required,2500 psi concrete used for design. r7 I Z Z SUBMIT i'.='.^GcS`07'APPROVAL N o PRIOF THESE PLANS MUST BE ON THE JOB SITE o o s +`'R INSPECTION ^ , PLAN NOTES: Q GENERAL STRUCTURAL NOTES 1 . SEE MFR. F 0 R DIMENSIONS & LOCATIONS OF SECTIONS The General Contractor shall verify all dimensions and site conditions before starting work. O 2. VERIFY ALL EXISTING CONDITIONS & NOTIFY ENGINEER The Structural Engineer shall be notified of any discrepancy. Use details marked"rypical" w z wherever applicable. Changes, omissions or substitutions are not permitted without written z IF DIFFERENT THAN INDICATED ON D R WG S. approval of the Structural Engineer. Refer to specifications for further requirements.All W z materials and workmanship shall conform to the latest edition of dae"Intemat rral Building CD Q 3. OWNER & CONTRACTOR ARE RESPONSIBLE F 0 R Co The design,adequacy and safety of erection bracing,shoring,temporary supports,etc.,is the CONTROL OF MOISTURE/WEATHER PENETRATION INTO sole responsibility of the Contractor,and has not been considered by the Structural LLJ W STRUCTURE Engineer. The Contractor is responsible for the stability of the structure prior to the Q::� U completion of all shear walls,roof and floor diaphragms and finish materials. The z 4. GALVANIZED CONNECTORS IN CONTACT W TREATED Contractor shall provide the bra z/ D tang to provide stability to the structure poor to (� w the installation of the permanent lateral force resisting system. s Q WOOD REQUIRE VERIFICATION OF TREATED WOOD TO BE = M CD SUITABLE FOR SUCH CONTACT DESIGN LOADS Q — ~ Flat Roof Snow Load 40 PSF U w w 5. VERIFY ROOF SLOPE WITH OWNER/ MANUFACTURER Floor Live Load--- — 40PSF z zQ Basic Wind Speed per IBC- 85 MPH 3-sec,Exposure C ?� 6. IT IS SUNROOM DEALER/OWNER/CONTRACTOR/MANUFACTURER Seismic Loading per IBC DesignCategoryD LiJ Z RESPONSIBILITY TO VERIFY ADEQUACY OF ACRYLIC PANELS/ FOUNDATION O CJ]:D Design allowable soil bearing pressure=1500 PSF(Assumed,owner verify). Bottom of all � O TE M P E R E E D GLASS/SLIDER WINDOWS TO RESIST LOADS (PER footings to bear on native,inorganic,undisturbed soil 1'-0"minimum below existing grade. Q— PLAN NOTES & CALCULATIONS) W/ MANUFACTURER Extend all exterior footings 1'-0"minimum below finished grade. Site preparation,grading, Q f— O backfilling,etc.shall be as recommended by the Building Official. There shall be 95% n (n :�E 7. ALL SCREWS INTO WOOD MATERIAL SHALL MAINTAIN MINIMUM: compaction(ASTM D1557 Modified Proctor Density)of all backfll soil under slabs on grade. EDGE/END DIST.=Y2", EMBED.=1Y2", SPACING=3Y4", U.N.O. CAST-IN-PLACE CONCRETE 8. WINDOW & DOOR OPENING LOCATIONS MAY VARY FROM PLAN, Attain a minimum compressive strength of 3000 PSI at 28 days(See Special Inspection). Minimum 28 Day Maximum Maximum VERIFYCompressive Air Size Water/cement Strength Entrainment Aggregate Ratio Z 9. VERIFY EXISTING BLDG. WALL OPENING HEADERS BEAMS TO BE Footings 3000 PSI None 1-1/2" h „ Interior slabs 3000 PSI None 3/4" .45* V) 17 MINIMUM REQUIREMENTS OF: OPNG.<=7 —0 : 3-2x10, Exteriorslabs 4500 PSI 6% 3/4" .45 Z r0 ! OPNG.<=6'-0": 2-2x10, & OPNG.=<4'-0": 2-2x8 CONTACT 'Water/Cement ratio variance not all owed. � W w )r Maximum Slump: 3"for slabs and footing;;4"For walls,columns and beams.Slumps � U w 5 Q ENGINEER W/ DISCREPANCIES given are For un-plasticized concrete. Larger slumps may be allowed through the use of a -< Z < 3 001 super plasticizer. /�1- Lj 10. IT IS S U N R 0 0 M DEALER/OWNER/CONTRACTOR/MANUFACTURER Construction to be in accordance with the latest edition of ACI 318,"Part 2-Standards For Q 3 Z Tests and Materials"and"Part 3-Construction Requirements". y Z RESPONSIBILITY TO VERIFY ALL GLASS GLAZING IN HAZARDOUS Location of construction or pour joints ���411 Q 0 O 0 p j approved by the Structural Engineer if o different from that shown on plans. U Val a LOCATIONS AS SPECIFIED (IBC 2406.3) TO BE SAFETY GLAZING REINFORCING STEEL COMPLYING W/ (2003 IBC 2406.1 .1 TO 2406.1.5 OR IRC R308) ASTM A615,Grade 40 for#3;Grade 60 for#4&larger. Deformed Bars:Securely tie in 11. ALL TE K SCREWS IN CONTACT W/ ALUMINUM FRAMING TO place with double annealed l gauge iron wire r approved dips. Unless otherwise noted on these drawings,provide clear embedment at reinforcing bars as follows: Concrete cast BE SCOTS 300 STAINLESS STEEL OR EQUAL against soil=3".Formed concrete against soil=2". 12. CONNECT DOOR FRMG. TO PONYWALL, VERTICAL FRAMING, STRUCTURAL AND MISC.STEEL Bolts:ASTM A307 machine bolts(M.B.). A. IV��i 07251: &/OR EXISTING BLDG. WALL W/ #12xREQ'D. LENGTH TEK/ WOOD o WAS11 �s f►. � WOOD SCREWS © 8,r O.C. Sawn Lumber. WWPA 1991 Western Lumber grading rules: 2x_/4x_Framing Douglas Fir-Larch No.2(unless noted otherwise) try Z, 13. STAIRS/LANDING BY OTHERS AS REQUIRED Post/Beams(6x_&larger): Douglas Fir-Larch No.2(unless noted otherwise) Wall/Floor Sheathing: APA rated sheathing,Exposure 1,DOC PS-1,DOC PS-2 with a 14. ALL SOLARIUM ALUMINUM FRAMING MEMBERS ARE minimum span rating of(32/16 floor&24/0 wall). Lay sheathing with face grain ALLOY6 0 6 3—T6 (OR EQUAL, VERIFY) perpendicular to supports continuous over 2 or more spans. Allow 1/8" spacing at panel 40870- ends and edges. "Simpson"or approved equal as Framing anchors and connectors: �� SIT I, 15. VERIFY FINISHED FLOOR ELEVATION: WOOD JOISTS/SHTG. WITHIN indicated on drawings. Install per manufacturers recommendations. Bolt heads and nuts in contact with wood shall have washers. For nailing not shown on drawings,use IBC 18" OF GRADE & BEAMS WITHIN 12" OF GRADE TO BE Fastening Schedule,(IBC Table 2304.9.1 or IRC Table R602.3(1)). Nails shall not be overdriven. Ex 1RES 09123/13 PRESERVATIVE—TREATED IN ACCORDANCE WITH 2O03 IBC All wood bearing on concrete or masonry,if less than 4'-0"above grade,shall be pressure treated. Structural members shall not be cut for pipes,ducts,etc.,unless specifically noted 16. EXISTING DECK TO REMAIN W/ STRUCTURAL LEDGER CONNECTION or detailed. SIMILAR TO DETAIL 2/D 2 SPECIAL STRUCTURAL INSPECTIONS „, Bolts Installed in Concrete: Inspection not required;uninspected bolt values used for 9 a T design. N `� Reinforced Concrete: Inspection not required,2500 psi concrete used for design. r2 1 Z Z SUBMIT t=,.;.P,^ICES FOR APPROVAL � 0 v FR10 THESE PLANS MUST BE z J ON THE JOB SITE o o s F C. R INSPECTION G n T .b F COPY fILE COPY REVIEWED FOR CODE COMPLIANCE Documents attached to approved plans: MASON COUNTY Site plan: BUILD NG DEPARTMENT Plan reviewchccklist: �� Pages 1 Date —13 Engineering- 0 N Number of pages !(v ,i I'off l 00�g5 Ln 5A: E SUEN-11T PPROVAL (Z( PRICK vv�J rviUST MEET ALL CL WAS H'iN GTO .t THESE FLANS MUST BE ON THE JOB SITE `P ►L4SPECTION