HomeMy WebLinkAboutBLD2018-00781 Garage - BLD Application - 7/18/2018 o0U, ,... MASON COUNTY COMMUNITY SERVICES c�
f. PERMIT ASSISTANCE CENTER: Permit No: -I 0 0 18 - 2-3-'Oo o 2 o
•BUILDING.PLANNIN LI MARSHAL
i L IJG
615 It 98584
Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone
Belfair. (360)275-4467•Phone Elma:(360)482-5269
854
BUILDING PERMIT APPLICATION RECEIVE
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATIO 8 2018
NAME: v�'� '� a C^ t'-x e NAME: 615 W, Alder qk"t
MAILING ADDRESS: 26 i3d.i- 13F L MAILING ADDRESS:
CITY:J6 e 1 td," STATE: v414 ZIP: 9'65941 CITY: STATE: ZIP:
PHONE#I: :g° d G 33 ' iDA I) PHONE: CELL:
PHONE#2: 3 �ca t-163 '41 -3-4- N 7-cJ 1,i 4-) EMAIL :
EMAIL: 12--,y A0 W 0 e-ft- ' !3. ►pia,:I-Co-~2 L&I REG# EXP.
PRIMARY CONTACT: OWNER Y. CONTRACTOR❑ OTHER❑
NAME_ yrvn Q�' N1e EMAIL t�ytd� O@'t/�e O .`.'}�"'(L I .. Ct3.4.\
MAILING ADDRESS 'PO 13o}L i SR CITY SI,e 14-0,A STATE V'J is ZIP 983 f;
PHONE 3,6n ?Syo O 33 8 CELL 60 '-6=3 J/'3
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) O , �d ZONING
LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT tw\C. 1" D i
SITE ADDRESS 60 1I +o-k M rq f L dGJc
(Z.D CITY Sll c.1 4-0
DIRECTIONS TO SITE ADDRESS i��1 yti ' Imo'.-tS1- I-},0 6y Ic,-, 4 R 1D o el. L E 4P �-
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑
TYPE OF WORK: NEW b� ADDITION ❑ ALTERATION❑ REPAIR[I OTHER ❑
USE OF STRUCTURE(Residence, Garage,Connnercial Bldg,Etta �+a ra'l e
IS USE: PRIMARY ❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES (Whole Bldg) ❑ YES (Part[s]of Bfdg) ❑ NO M-
DESCRIBE WORK Bo
SQUARE FOOTAGE: (propose+existing)
1ST FLOOR sq. ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft.
DECK sq.ft. COVERED DECK sq. ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE 0 Q sq. ft. Attached❑ Detached CARPORT sq. ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER❑ / NEW❑ EXISTING ❑
PLUMBING IN STRUCTURE? YES ❑ NO V If yes, attach completed Water Adequacy Form
PERIMETER&OUNDATION DRAINS PROPOSED? YES ❑ NO[it EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below. I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have
obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal
representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180
days or if construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
X �-.y -? - ) 8 - i49
Signature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT -J
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Shelton atlock Rd
223
Ott,
Scale: 1" - 60'
SOrme, Byron
I Parcel # 420182300020
i Proposco
30'x 36'
Pr � P L A N
! o"d
1 oot loin— A.
-
60 x 68 `a
�r
]�rf •3'
U1 •
� P
LANNING
Septic so pLL SETBACKS ARE MEASURED
FROM THE FURTHEST
BUILDING
Dfgln FWd APPROVED
MASON COUNTY DCU PLANNING
PSITE P N Ri Q!.jI,REn TO BE ON SITE
1 a' CHA ES SU3.;LOT TO APPROVAL
By — o ao � -
1
1
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i
1 1
i 1
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1 1 ECEIVED
JUL 1
1 1 8 2018
615 W. Alder Street
24
STRUCTURAL GENERAL NOTES HALF SCALE
I. WCAYNc CODE, 2015 WD"T%A i.NxDRAG CODE PRINT (NOT
2. ORAMIG OWNERSHIP:
LOCATIONS B. D. TOP REINF. BOTTOM REINF. OBT�N�iaA�SPERiRa ARE�wc►w/GSEAL IS CSC W foR Tlc°K(m"nOANDN OF A BUIL4 ENDING JOB Ai�i i��JOB ADDRESS SHOW N DRAINING Trt s,PURPOSE 0 OF FOR
USE OF THESE DRAMAS WITHOUT WRTIENN ALRHIOROAION FROM CSC AND ASK4 6 PRa1MO. SUBMISSION
SIDEWALLS 12- 12- (1)-/4 (1)-/4 3:12 ROOF PITCH 3. OPAW140 SEAL REdRREMEMTS: TO BUILDING
1 B APEX BRACE THESE DRARR/ UL GS ARE NOT VALID MS THE SEA.(STAMP)ON A PAPER COW E N 6 W SIGNED RED INK BY THE BOOM OR THE OWFROHIC DRAWING 6 OWALLY
ENDWALLS 12' t2' (t)-/4 (1)-r4 O A 2 SGNED BY THE DVGNFER, IF A COPY Of THESE DRA&MM 6 DISTRIBUTED WITHOUT ETHER A PROPER WET SGMAXIM OR A DIGRAI SIGNATURE-THE DRAWING IS DEPARTMENT)
CONSIDEREDNWAD. THE ENCIEEILL ACCEPTS NO LIABILITY
OR RESPOBLM FOR DRMGS M CONSIDEREDMMiD AS NOTED ABOVE.
•NOTE: STALL TOP REINFORCING MR AT A DISTANCE FROM EDGE 2 2 KNEE BRACES 4. CONTRACTOR RESPONSIBILITIES,INSTALL
OF SLAB EQUAL TO DEPTH OF WALL TRRTS. CONTRACTOR SIMU VERIFY AMID CONFIRM ALL EXISTING CONDITIONS AND DIMOLSONS, ASK4 ENGREEIWIG.NC.(ENGINEER)SMALL BE NOTIFIED OF ANY DISCREPANCIES
BETWEEN DIAMONDS ARID EXISTING CONDITIONS PROR TO START Of WORK_
CONTRACTOR MUST SUBMIT N WRUNG ANY REOLIEST FOR MODIFICATION TO THE PIAIS AND/GR SPECIFFigONS N1D MO STRUCTURAL C/"NGES FROM THE APPROVED
PLANS DIAL BE MADE N 711E FIELD UNLESS.PRIOR ro HNAXIING CHANGES,WRITTEN NTRWAL IS OBAHED FROM 7K ON ACEB STOP DRAWINGS SUBIIFTED TO 111E V
ENGINEER FOR REVIEW DO NOT CONSTITUTE*AN w1ING•UNLESS T 6 NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. IF O"Am ARE WOE WITHOUT WRITTEN
C
APPROVAL,SUCH CHANGES SMALL BE THE LEGAL NO FINANCIAL RESPOISBRM OF THE CONTRACTOR OR SUB-COMRKTOI6 INVOLVED NND R SN4E BE THEIR FULL
WALL GIRT$ RESPONSIBILITY 10 REPLACE OR RUM THE CONDITION AS DNECIED BY THE ENGRE.ER. E
lE TOP BAR TO STAB REINFORCING CONNCTOR SHAL PROVIDE AL TOPORARI MACNI:,NONKn CIA1Y',OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD SFRIFCNNAL ELEMENTS IN a J
TOP AND BOTTOM PLACE"SC ERECTION THESE TEMPORARY PROVSOIS SMALL ROM N PLACE UNTIL SLRTYENT PEAHAIENT MEMBERS ARE ERECTED TO NSIRE THE SAFETY OF
4 BUS EACH WAY O 16'D.C. PARTIALLY ERECTED STRUCTURES CONTRACTOR S RESPONSIBLE FOR MEETING ALL LAWS REGULATING THE ERECTION OF SIM BUIUDNGS. t 0 Mf
SCHEDULE
(WITH R 14 BARS
YIN.LAPS B SPLICES F THESE SIRIOIURAL DRA WINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. IMA DING 6 NOT CONSIDERED COMPLETE UNTIL THE INSTALLATION OF ALL 0 � E
BE OIAYABOWEIER LAPS 8-w1.4 a W1.4 WELDED 2 COMPONENTS AID DETAILS SHOWN IIEAEIII ARE NSFALLED ACCORDING 7o THE DRIIWNGS. O
AT SPLICES AND AT(FAST WIFE MESH WITH B'LAPS O
ONE TOP MAN TO OUTSIDE SPLKES)AT SLAB CENTERLINE THE SUPPLYING OF STAMPED ENGINEERING CALCULATIONS AND DRAWINGS FOR THIS METAL BULDIG CONSTITUTE AN DOES NOT IMPLY OR COTITUTE AGREDIOT THAT ASK4 C
EMCIEFUG,W.IS ACTING AS THE ENGINEER OR ARCHITECT OF RECORD OR THE DFSNGI PROFESSIONAL N RESPONSIBLE CHARGE FOR THE WHOLE OF THE PROJECT.
OF CONCRETE ANCHOR) THIS BUILDING HAS BEEN RENEWED BY ASK4 ENGIEFABG.INC_FOR CONFORMITY ONLY TO THE STRLICILIRN DES"PORTIONS OF THE GDAOD NG CODE. THE BUILDING OlM3
OWNER 6 RESPONSIBLE TO SEEK PROFESSONAL ADAGE N ADDRESSING ANY OTHER CODE REOLARE1ENIS(INCLUDING.BUT NOT LIMITED 70.FIFE AND LIFE SAFETY. 1110
1
MUSH GRADE SLAB OASRO NENTAL ACCESSIBIUIY.OR ELECTRICAL)THAT MAY APPLY TO THIS PROJECT B.I . B_
2' DRAWINGS
SCALES INDICATED ON DIVAIM ARE APPROXIMATE D MOD AE ED TO BE USED FDA REFERENCE ONLY. DO NOT SC CRAVINGS FOR
PlIR COMSTRUCIION
THESE DOCUMENTS ARE STAMPED ONLY AS TO THE COMPONENTS FUMMMCD BY M. T 6 THE RESPONSIBILITY OF'THE PLMIASIR TO COORDINATE DRAWINGS PROVIDED 13
TYP. FRAME CROSS-SECTION By ASK4°LL ODY INC. E °"`"RAED D=F� �'F��OR »���°R"�PROVIDED
VARIES _ -L,a^ � SSIITE ITT THE UD ENGINEER ARE NOT 70 BE CONSTRUED AS DOW NSPECTKM FOR THE CONSTRUCTION OF ANY COMPONENT OF THIS BULL/l'
III -/• e SCALE: 1/8' = 1•-0' FRAMES 2, 3 6. NO SPECO.INSPECTIONS ARE REOLIRED BY THE GOVERNING CODE ON THIS LOB. AL SPECIAL NSPECIlONS AND ANY OTHER ADDITONA INSPECTIONS REOLIESTEO BY
BUILDING DEPARTMENT SMALLEIP dt BE AT OWNERS OSE.
ENLARGE T/ICI(EMED STAB EDGE FOR 12' 7. ALLOMM SOIL REQIAROR,BE rr
WIDTH CENTERED ON ALL SIDEWALL AND VIE BCMIIG VALUE THE LED ON DRAWYG SHED,FOUNDATION
ES 12'SHOWN
FINISHASSUMES
GRAD T GR FXFOOTI HATXRS GRADE,VE AT FROST DEPTH SPECIFIED BY
ENDWALL CaUMNS TONS MIGN S1 D0 WHICHIEVO 6 NOT ACCOUNT LOWEST FORA E N6NE�SOILLCCOID�S OR FOR C�OMGEFE�THAT wLL BE�EXP�OSEEDD 10 S�NATIVE
C�dTANRNG SOLUTIONS OR
CHLORIDES. OWLET SMALL CONTACT ENGINEER PRIOR TO CONSTRUCTION IF My OF THESE CONDITIONS EXIST.
POUR FOOTING DIRECTLY BCE; N CONCRETE RED,
drt0 UIO6TRBED NATIVE PROVIDE 3'OF CONCRETE COVER ON
SDIL(BOTTOM TO BE AT PO S.CONCRETE SMALL HAVE A MN 26 AST C150. A OF AN SHALL
HIGHER STRENGTH CONCRETE MAY BE USED.AT OWNER'S OISCREION,FOR FINISH AMID DURABILM
OR BELOW FROST LAME. •B• All REIFOFtCNO AT SURFACES POURED PURPOSES. CEMENT SIMIL COMSY WITH A51Y C1S0,TYPE 2.ND SHAL CdRM NO RYASH.
CONSULT BLDG.OFFICIAL) AGAINST SOIL(2'MN.AT SURFACES IN AL CONCRETE PLACEMENT SMALL BE PERFORMED N ACCORDANCE WITH THE LATEST EDITION OF AI 301."SPECIFICATIONS FOR STRUCTURAL CONCRETE'.WHOM S HEREBY
CONTACT WITH SOIL). MADE A PART OF THESE DOCUENIS 0
CONCRETE REMIMACNG SHALL CONFORM TO ASIM MI5,GRADE EO FOR/4 BARS AND LARGER.GRADE 40 FOR/3 B416. WELDED WRE MESH SEAL CONFORM TO ASTY F
MOTE. STAB REINFORCING SHOWN ABOVE 6 SPECIRED M A METHOD Of CONTROLLING SMRMILAGE CRACKING AT A185 Fr IK Oi 70 d). ALL ETMFOOTI REBWDRCIG BARS ro BE CONTIMIdb MOIRE CORNER]. W SPLICE FOO7IG REKORCHG MDMAY BETWEEN COLUMNS. ALL
DO
DO N
THE. S SURFACE GIG SHOM MAY GOOSE ANOTHER METHOD ME OR IOf CO SLAB REINFORCING A11 RACKING A ITN' ro BE N AM DLNRIUS MIL.U110. //�� K DO 0)
BUT SLAB SUR WILL CUSTOMER
SSUME ER AY CHOOSE
BILITY FOR THE THOD OR RnI A THE SLAB. IF ANY OTHER ETHER IS CONCRETEALLAD GRADE BEAMS THE IL STAB EDGES,PEES.NO SPREAD FOOTINGS SMALL BE POLIRED ONTO IlI1D6TXfBED.NATIVE 501E WHICH 6 FREE FROM NT MATERIAL / W ED
THAT WALL,AVERSELY AFFECT 71TI YN ALLOWABLE BE DO SOL BEARD. CE WITH C REPORT
OM SHEET 1. (/\V`��. S O W LO
CONCRETE ANCHOR INSTALLATION S1M11 BE DOZE N ACCORDANCE MAIM MCC REPORT ESR-2520.SECTION 1.3. H W Z Z
CHOSEN BESIDES WHAT 6 SH OVEN ON THIS DEAAL.CUSTOMER SHILL INSTAL AT EACH FRAME,(1)I4 CDT.BAR 0 m(:J Q
SIDEWALL-TO-SIDEWALL WITH A 6'SKY HOOK AT EACH ENO AROUND FRAME COLUMN CONCRETE ANCHOR GROUP. 9. STAIICRIRAL STEEL IEDIIPElEMS: Dc OLIO 41
AL STRILTNA SIRE SHALL CONFORM TO ASTM A35(Fy MN.Of 36000 00).U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A307,U.N.O. BOLT HOLE WASTERS LL W j
Y EDGE OF SLAB DETAIL SCALE: No SCALE, s All BE, 16'LARG[R THAN KOMNAL BOLT DAIEIER. AL INSTALLATION SMALL BE N ACCORCANCE WITH ASC'GOOF OF STANDARD PRACTICE'. 0 EDGO
No IS REDUIFED ON THIS u0a f
EOWAlLS:SOL 1.Sn 16C STRAP WITH(S)I14 SCREWS A7 EACH END 10. LL U cAGA SI STE30,TRAINING STEEL RTERIAL NIS Q
INSTALL WAL SONG SCREW ADJACENT TO HAVE STRUT WITH 'NORTH
ALL UIMT ONCE SIFIC IONOR MATERIAL HD ERECTION STALL BEN ACCORDANCE WHIN RE LATEST EDITION Of THE AIIFRICAM IFR011 AND STEEL INS1TIIlFE(/SI)
SOCWALLS N ROOF:SOL 1.5in USG STRAP WITH(3)/14 SCREWS AT EACH END SLOPED TOP FLANGE 110 ALL UGHTAMOR GA GE STEEL
MA FOR THE DESIGN L COLD-AND C SUER TO ASTURAI MEMBERS' _ IA
SUMP LOCATIONS AT BOTTOM OF EAVE PURLIN ALL LIGHT CANOE 37 HA MATERIAL ATED BE GALVANIZED AND CO GANG, 1D ASHY MST SUITABLE
M'A MNN E MELD STRENGTHUN OF "FAT pN TED ELM M5�A6TM a •w
ROOF PURLIN SPECINLESSN TEED OT E SHALL BC IODATED BY PAVING,DECALEMBER'WED A GR OTTER DURABLE YEARS.ON EACH LET GR BUNDLE OF F V
IlINr15 NOTED OT4ERYR4E,CEE Z[E.AND CIAIIEI IIEIYIEIIS'WED MD RAINOE GRME/6gN4 M INCHES)SHALL 8[M NOTED N DETAILS N M FOLLOWING lOIIYAT:
CLEARSPAN FRAME EAVE PURLIN [W4B DEPM)n.[FIAHME rM?n IDAMDE)c FOR ZEES WITH UAWAUAL RANGES.THE WIDTHS FOR BOTH FLANGES Wu BE LSIED.SEPARATED BY A'/'. ILA FLANGE
(DR ENOWAU, 14G.2.Sn TALL 3 11/16' STIFFENER LIPS SHALL BE O.BBS FTXf 12G GEES,0" 14G CEES.0.773'FOR 16G CEES.0.790'FOR 12G ZEES 0.75W FOR 14G ZEES.AND 0.710'FOR 16G ZEES.
COLUMN OR RAFTER, ROOF PANEL/SHIEEnNG BENT U-FHATE HAVE ALL BOND RADAUSM SMALL BE.1875'. FOR ANGLES,TIE FIRST TWO NUMBERS ARE THE LEG DIMENSIONS.
OR CORNER COUIMN STRUT BRACKET DECAL 1HCOESSM OF UGM GAGE STEEL MATERIAL ACCOROIG TO NOMINAL GAUGES.SHALL MEET OR EXCEED THE FOLLOWING: 000
ON. 1.Sin• 18G STRAP AT LOWER GAUGE NO. DECIMAL .105 53,N GAUGE NO. DECIMAL THICKNESS.N. GAGE NO. DECIMAL TWdOESS,AN.
Q
WALL GIRT 12 0.105 16 0,059 20 0.038
FLANGE OF PURLNS FROM SIDE-TO-SIDE
X-BRACING STRAP PER OF BUIIUNG(SEE FLEVAl10/15 FOR 11 0,070 18 0.0N8
NOTE ABOVE,ATTACH TO LOCATKNS VIfTH 10 SCREW AT EACH EXCEPT AS SHORAN ON DRAWINGS,CEE COLUMN AND RAFTER HOBOS SMAL NOT BE ORLLID OR NOTCHED WITHOUT PRIOR APPROVAL OF THE ENGINEER.DOOR JAMB.
OUTSIDE FACE TT PURLIN µID AT FAICH HAVE PURLIN ROOF PLUM.A/O WILL GIRT ENDS MAY HIVE FLANGES COPED 3'MAX.IF CUIINEcToN IS MADE TO PDWO MOIIIR MEMBER PER DETAIL E/2. ROUND HOLES MAY BE
COLLIDES AND TOP OF TOP OF COLUMN WALL GIRT DRILLED THOUGH ANY GIRT OR PURUNN MEMBER WITHIN THE MIDDLE THIRD OF THE DEPTH of THAT MEMBER AHD NOT WTWI 24'OF MEMBER END(FIELD-DRILLED BOLT '
RAFTERS WITH I OF END ON.1.Sin.16C STRAP AT INSIDE FIANCE OF GNR7S HOLES INDICATED AT ENDS OF KNEE OR APEX BRACE WEBS AAD SHOP-PUNCHED HOLM N BRACE RANGES EXCEPTED).
• SCREWS SPECIFIED ABOVE FROM iDN.70 HAVE Pl1RLN OR ENDWALL RAFTER(SEE (2) DEPTH ALL BOLTS USED TO CONNECT UGHT C M MATERIAL SMALL CONFORM TO ASTM A307. BANS SHALL BE SPACED NO LESS THAN
3 BOLT DIAMETERS BETWEEN CENTERS.
ELLVATIONS FOR VE `RLS)OR /10 SCREW AT EACH SCR N DISTANCE FROM BOLT CENTER 70 THE END OR EDGE OF ANY LIGHT GAUGE MEMBER SIMIL BE A MN.OF 1.5 BOLT NAIEIEAS. ALL SCREWS USED TO CONNECT LIGHT
AU
GIRT AND TO HAVE PURLIN OR ENDWALL RATER EACH LEG OF CGE MATERIAL SHALL BE SELF-ORLLING SCREWS AND SMALL HAVE A MIL SLE TEN SREMUNG STRENGTH OF IW.ODO W. SCREWS SHALL OL SPACED NO LESS THAN 1'
OUTSIDE FACE OF BRACKET 1/2' O.C.AND EDGE OR END DISTANCE SHALL NOT ME LESS THAN 1'. UNLESS NOTED OTHERWISE AU.REFERENCES TO'SCREWS'COMECING H"TTRAL TRICKER THW 20 W.
FOUNDATION E AND/OR FROM EDGE (2)/14 SCREWS A7 SHALL BE/14 SCREWS AND SHALL WIT£14 71IREAD5 PER ACM.
WALL CIR75 N BEND OVER GIRT STRAP AND AiTACN TO CONCRETE EON. EACH EAVE PIIRLIN SCREW ROOT DIAMETERS SHALL NOT WE LESS THAN, /14 SCREW:.200' /12 SCIWft 1T7• /10 SCREW:.11T
MATH//Yn X 2 1/2in POWERS'LVEDGE BOLT. ANCHOR SINGLE CEE MEMBER TO BRACKET
WTFHIN 1/4.CLEAR TO BEND COLUMN 11. STEEL ROOF AND wN1 PANELS IMAGE
NG)
HOTES: LIMIT GAUGE STEEL ROOF AtD WAIL PANELS SWa CONFORM TO ASTY A653 AND THE STEEL DECK INSTITUTE SPECIFICATIONS AND HAVE A MN.YIELD STRENGTH OF
1)CONNECT STRAP AT TOP OF ADJACENT COLUMN OR RAFTER N SAME MANNER. NOTE: IF WALL STRAP CANNOT BE CONTINUOUS FROM TON. eCOCO AAA.
2)IF DOl18LE STRAPS ARE SPECIFIED ABOVE.INSTALL SIDE-BY-SIDE•NOT GI TO EAVE BECAUSE OF ODOR OR WINDOW.USE M.1.5In 16G NOTE: COPE S'MAX.OF STIFFENER LIPS AT ENDS OF EAVE PINLN DECAL THICKNESSES.ACCORDING TO NDI/YL GAGES,SmA L MEET OR EXCEED THE FOLLOWING:
T OF EACH OTHER. AND
04 LIEU a STRAP. MEMBERS TO CLEAR LAVE PURUN BRACKET.IF NECESSARY. GAGE W. DECIMAL THICKNESS.N GAGE NO. DECAA THICKNESS.N. GAGE NO, DECIMAL THICIMESS•N.
22 0.0299 26 0.0179 29 0.0134
M ROOF AND WALL °TUG'S61 N PURLIN AND GIRT rnWc.o O EAVE PURLIN DWG. O. 24 D.o23I 2e 0.0149 30 D.012o
X-BRACING CONNECTION FLANGE BRACING BRACKET SEE"TAMS M/2"MD/2 FOR RooF AND WA L PANEL FAsrENER TYPES AND sPACIFs
NOTE:SEE ROOF FRAMING PLAN AND NOTE:SEE ROOF FRAMING PLAN AND c:
�. 36' ELEVATORS FOR LOCATIONS OF FLYBRACING. ELEVATIONS FOR LOCATIONS OF FLYBRACING.
CONCRETE STAB EDGE I0N
Bin a 41n IGG CEE LLy
ENDWALL COLIARINUEAM GIRr PER OPENING SCHEDULE ON co
co
L2.375.2.375.11 G. SHEET 1,BEND OUT STIFFD*3R LP ON HEADER ()
Tin LONG 12' WALL GIRT GIRT FLANGE AND CD*"CTCT 41"TO HEADER GIRT ROCF PURLIN (p�R ITT SCREWS
R�d�� PER 114 SCREEN CO � .200
COLUMN ANCHOR 12' ATTACHED MAIM MN 4n•2n 16G ANGLE WTTH(3)I14
BRACKET TO JAMB I SCREWS AT EMH tEC,CONNECT ENDS TO iRAME
V MTh INSTALL EOM.SEALER TAPE AT SIDE TAP. WRIn216G I PER DEAL D/2
(2)y/B.pµ INSTALL CON.SEALER TAPE AT SIDE LAP. 'DOOR,LAMB'PER OPENING "• O 2
A107 BOLTS INSTALL STITCH SCREW AT EACH PURLIN INSTALL STITCH SCREW AT EACH GIRT AND HAL-WAY (SCREW ro I SCHEDULE ON SHEET 1(MAY BE •6-0 1
AND AT F BETWEEN PURLINS AT HALF-WAY BETWEEN GRTS
AT 4'O.C. JAMB TURNED WITH OPEN SIDE ro DOOR) O
I12-14 lin SHEETING SCREW AT 12"O.C.MAX-ADAUNT TO /12-14 lin SHEETING SCREW AT 12"O.C.MAx.ADJA TO STIFFENER I YIN IGG CEE OPENNG HEADER(MATCH _ C
6• H1IGH RIBS AT ALL PuRUNS(AT S'O.C.AT TOP RXWN AND HIGH RIBS AT NIT CARTS(AT 6'O.C.AT TOP OF EAVE PURUN) Upy) WEB OEP111 AND
RANGE VIIDTH OF WALL _ 0 0
t• (2)CONCRETE EAVE PURLIN) GIRT),CONNECT MN.41n.21n IBC ANGLE
AHCH/ORS PER BRACKET WITH(2)/14 SCREWS AT EACH LEG /`I" a -
AT 4'O.C.(PER NOTE CUrfman Steel Corp. CUrfman Steel Corp. EXTEND LAMB TD coNDRETE Sue AT DDORs C0LU11 0R RAFTER .moo-lSo UHF"°R R 4a-5a V �+ to
ON FOUNDATION PLAN) R-Panel 26G R-Panel 26G a )•
0 NEXT GIRT GOWN AT WINDOW$ AT FLYBRACING STRAP•• m r(n
CONCRETE SLAB INSTALL MN.4n a tin 16G •1i
0.0367 in%" IA(b)-0.0317 in4/R k(t)-0.0367 in 4/N IX(D)-0.0317 in 4/N ANGLE WITH(3)/70 PANEAD SCREWS ro "INSTALL SAYE STRAPPING AS USED FOR%-BRACING(OR ON.20 9>I-(EGGED R 0
S. -0.0.387 in'1/N Sa(D)-0.045B n"}/N Salt)-0.0.M7 In}/H Sa(D)-0.0456 n�3/It JAMB WEB AND 112'X S POWERS VEDGE MN. 1 1/2'A 16 qa.) MEMBER WITH 1.5'MN.LEGS•COPE
NOTE CENTER ALL BOLTS ON COLUMN ANCHOR BRACKET LENGTHS.BRACKET Fy-ED As.
Fy-BO w BOLT.'N 3 1/2 DEEP HOLE AT ANGLE C.L NOTE: SEE DETAIL L/2 FOR ALTERNATE FLYBRACING DETAIL ENDS FOR ATTACHMENT `` 00
MAY BE PLACED ON EITHER SIDE OF COLUMN. ^ V7
ENDWALL COLUMN D"G N0 ROOF Dwc. NO WALL N0 OPENING CEE JAMB °"G NO FLYBRACING °MG N0 ALTERNATE FLYBRACING °YFG N0 0- LU
LU
BCE R67 W67 J DFR K FBC L FBC I- w
G BASE DETAIL H SHEETING SHEETING CONNECTION CONNECTION CONNECTION COO
SOL 12in aN 12G SOL 12in a 4n 12C SGL IOG 3:12 APEX
AT O
e INDCATES S/B'I CEE FRAME RATER FLANGE POINTS UP SLOPE CORNER COLUMN 4)I14 SCREWS AT N m m
CEE FRAME RAFTER BRACKET.WITH B)5/e'4 ( F
A307 BOLT A307 BOLTS PER BRACKET 12in 4n 12G CEE EACH LEG OF CONCRETE SLAB EDGE o O
.INDICATES EMPTY ENDWALL RAFTER ZEE GIRT OR PURLIN
CONNECTION ANGLE 12in.Nn 12G CEE 0
HOLE IN BRACKET COPE BRACE FIANCES SIDEWALL EDGE OF FRME COLUMN
TO WITHIN 1/2"OF HOTS:SEE DETAIL C/2 FOR RISE CEE RARA�I 4NGORR SLAB SDE .� ZEE ENDWALL LU3.11G'LONc Dry CJH
FRAYS MEMBER
CONNECTION OF ENDWALL COLUMN, 3'MN.LAP OVER
GIRT
FLANGES.TYP. RAF1E OR��E S WN,DOUBLE COLUMN ANCHOR
AT Sat) Y Srty BRACKET CHECKED
r�60
/ SML
SOL lzn:4n lzc I I (2)s/B'DAM.
CEE FRAME COLUMN _-� A]07 BOLTS
�/ NOTE: UNLESS NOTED A7 B'O.G DATE
n Isc r;:• --_ I f•.< OTHERWISE.USE THIS 6. 6/27/2018
SOL to 3:12 HIJ1lIHC11 < ACE(OMITBRACKET ALL. E E AN OZEE POTS(4)5/81 A307 BOLTS �' J ALL CEE TO-ZEE 6-
J �• YEIBER-to-MEIIBER (2)CONCRETEJOB NO.
AT EACH END OF KNEE 3'-1/' ATTKH WEB Q<ENDYALL ( A CONNECTIONS' ATA BO C.(PER PER ACKECBEF75142420
BRACE(PINE RAFTENOTE
R TO OUTSIDE FLANGE OF I
SYYYETRICIL ABOUT ENDWAL COLUMN WITH N)I74 (4)/14 SCREWS NO ON FOl1HIDATON PLAN) TT
BRACE C.L) (12)/14 SCREWS AT EACH END SOL Sin a 4n 16C CEE SCREWS AT 2"O.C.80711 WAYS I CODUN OR RATER ENDWNI EDGE OF
OF APEX BRACE 1'O.C.MN., APEX BRACE OMN AT ��(WA 01GRFS)
TSIDE
COPE BRACE FLANGES TO J INSTALL(2)CF CI
1'MN.EDGE MICE) EUILDIN 5). LATER ON UMN(OPEN
a 4n HG CEE Y FACE SCREIYS WITHIN 1 4) •LAPPING OF S TH IS NOT REQUIRED Oi wALL GIRTS) NOTE: CENTER Nl BOLLS ON COLUMN ANCHOR BRACKET LENGTHS.BRADKEI
WITHIN 1/2'OF FRAME NOTE SEE OETNL F/2 BUILDING PEN( COLUMN(OPEN SIDE Di CEE IMY FARE GN GIR7S LESS 7HW 6'-0'TART ARE TYP.CONNECTION ANGLE
MEMBER FIANCES.TYP. FOR BASE DETAIL. OF ZEE WEB INSTALLED BETWEEN DOOR JIWBS. MAY BE PIALED ON EITHER SIDE OF COLUMN.EXCEPT AT CORNER COLUMN.
EITHER OIRECIION.U.NO.) BRACKET MUST BE INSTALLED ON SIDE Of COLUMN SHOWN.HAUNCH HBA APEX aIG.AB C ENDWALL COLUMN °MG E1NR D PURLIN/GIRT CON E ENDWALL GIRT AT D"G EVYG CFRAME COLUMN DV/C BCCONNECTION B CONNECTION TO RAFTER CONNECTION CORNER COLUMN I BASE DETAIL
B PROXrT DESIGN CRITERIA PRINTS
HALF
ROOF PURLINS PER CALE NOT
2 2
O A ROOF FRAMING PLAN ROOF DEAD LOAD: 3 pat FOR
2 2 TO PEAK
Q � LOAD:1 pot SUBMISSION
To SAVE O ROOF LIVE LOAD: 20 pst TO BUILDING
I 4 I E wmp SPEW! u5 mpn DEPARTMENT)
5e: 1.446 5ds:OA64
51:Oeoo Sall:0.600
SEISMIC DESI6N GATE6ORY: V
D('short'period)D 0-sac'porlod) EE
T.O.CONCRETE R trcmvors".5.0 R longltudlnal:5.0 a10 O
61RT FLANGE BRACING X-BRAGIN6 PER 41n x Z3/]3h 166 ZEE X-- AGING PER E
SIDEYIA'-61RT5 DETAIL M/2 RISK CATEGORY: II K
PER SCHEDULE AND DETAIL M/� SOIL BEARING PRESSURE: 1500 pst o J� 0 0
DETAIL N/2 GIRT FLANbE BRACINb
SPACED AT 5'-0'O.G. O
4h x 23/23h 166 ZEE PER SSE AND C g O�
ENDWALL 61RT5 SPACED wH0 DESIGN I9 6A9®ON THE w�PID-soEuraNs r•E'noGo�o6Y O � R
FOR w1O DHI!VII'E T s7RLGT ES PRDC 1ls W(ASCZ 1,
DETAIL N/2 BASED ON 7HE DIRELTONAL DESIGN PRO�CEDUIIE lASCE T,
AT 4'--I'OL. C*4APTM 2-1) C �H�
4 lu
ENDWALL 'A' INTERIOR ELEVATION 3 5117EAALL V EXTERIOR ELEVATION x19 °tea" LAB FDR�E SST N6 5Y5TEMIS ARE"' '4 -.
1 SCALE: I/8•• I'-0' FRAME�I 1 SCALE: I/8`• I'-0' FOLLOWS,
—TR ANsve�x,owswerTC SEL MOIENT FRAMe(s[ISHId. Y m a
DmaN is DAMP ON AWE.OWTIONS 12.1-12AW Q-
-LONsInviNAL,ORDINARY smm.ERAED L FRA>E.(wI5MIC
61RT FLAN&E BRACING PM6N IS FEWOR>ED USING THE SM-LME P DESIGN PROCEDURE
EL 12 51—HEMI F (ASGE 1,SECTION 12.14).
_ BAY MI BAY a2 BAY IRS DE 'N 516N SAMEAR.IS SHOM ON CALCULATON swrT M2.
Sidaroll 'A' K5 M/5 bi
M/5
Sldaw0ll 8' M/5 M/5 M/5 COMPONENT D I A6RAM
En 11'A' M/S M/5 QHANUF1
NOW REQUIRED FL o nvlfE /1W10E
M/S•MIDSPAN I—I I-1
B ROOF PURLINS PER r i 2
C 2 ROOF FRAMING PLAN I o w
O A 2 TO PEAK LE/--i-q�; 11 W m o co
N
RECEIVED 2 2 4 TYP..TYPICAL U.NO.•UNLESS NOTED QTHERWISE W Z z
1 To EAVE m DETAIL KEYS °�"o
JUL 1 /n Q Z0tn�
8 2018 5 \�I// I I ENDWAI.L COLUMN(SEE DETAIL 012 FOR TOP <OLL O m
CONNECTION AND 6/2 FOR BASE GOHAECTION) 'w a
E
615 W. O
Alder Street 2 W,4LL OPENING SCHEDULE
T.O.CONCRETE 41m x 23/23in Ibis ZEE X-BRACING PER e
41n x 23/231n I66 ZEE SIDEWALL&IRTS DETAIL M/2 DOOR WIDTH HEIGHT OPENINb HEADER OPENING ?j
ENDWALL isIF SPACED AT V-0.OL. TYPE GIRT JAMBS �
SPACED AT 4'--I.OL. Q
X-BRACING PER 61RT F SGNE EW AND O - O 10'-0' 8'-0' ROLL UP DOOR SINGLE Ib3
DETAIL M/2 DETAIL N/2 O 5'-O• 6'-8' PERSONNEL DOOR SINGLE GX163 ONO
5 ENDWALL V INTERIOR ELEVATION 2 SIDEAALL 'A' EXTERIOR ELEVATION O _ Q 2'-6' 2'-6' W1NDOW SINGLE CAX23 12
X16 m
1 SCALE: 1/5"• 1'-0' FRAME s4 1 SCALE, 1/5"• 1'-0" NOTES:
)JAMB MEMBERS SMOM A5'C' MEMBERS
ARE CEE WITH
STIFFENER LIPS.FIRST NUMBER 15 WEB DEPTH IN INCHES,
SECOND NUMBER IS FLANGE WIDTH IN INCHES,AND THIRD
NUMBER 15 MATERIAL THICKNESS(6AU16E).
2)SEE DETAIL.1/2 FOR DOOR OPENING FRAMING
INFORMATION WITH GEE JAMBS.
3)SIZE OF HEADER GIRT MEMBER TO BE SAME AS
SIDEPiALL OR ENDWALL 61RT,AS APPROPRIATE,PER (n
ELEVATIONS. AT WINDON6,INSTALL HEADER 61RT 0)
SPECIFIED ABOVE AND BELOW WINDOWS,UN.O.
FRAME LINE•--> > 361-O'(SIDEWALL 139 4 FRAME LINE a__> 1 36'-O'(SIDEWALL 89 4
12'-0' 2 12'-01 3 12'-0" 12'-0' 2 12'-0' 3 12'-0' •5 Q� U
BAY f—> ❑1 2❑ ❑3 BAY s--> ❑1 3❑ E
NOTE:USE IS'X 5•POWER5 WMISE BOLT.' L— -200 C0
PURLIN FLANGE BRA4IN6 IN 3N}•DEEP HOLES AT ANCHOR LOCATIONS (6 O Q
PER SCHEDULE AND 1 PER BASE DETAILS F/2 AND 6/2(MUST USE +� C�:
DETAIL N/2 POWERS%*WEDGE-BIT'(.490'TO.4415' C O
X-BRCING DIAMJ TO DRILL HOLE IN HARDENED CC - C
A
PURLIN FLANGE BRACING CONCRETE),INSTALLED PER IGG REPORT G o 0
1 I I FLANGE
i—————— ——————-—————— E5R-2526,SECTION 43. U � _ N
L
BAY•I BAY 02 BAY a3 2 1 i ❑ (n
I I 1 I I Moln Roof M/5 M/5 M/5 I 3 C)
M/5•M105PAN ❑3 I I O
I I I C6600
O- W
I I I ROOF I D O
Q PEAK Y O ❑ I �' ❑ i- Z Q
RAFTER FLYBACIN&PER a 1 1 I Q T 0 0
R
I B I I DETAIL K/2 OR L/2 AT(4)
O 2 LOCATIONS SHOWN Q qO
L.OGATI(ONS 5 DRAWN
O I I O NOTE: SEE'T1'P.FRAME GROSS-SECTION' CJH
I I I ❑� I I . DETAIL ON SHEET 2 FOR SPECIFIC CHECKED
I \II I I I 9) i Y TIM a I ❑1 FRAME DETAIL INFORMATION. SML
I v I I O I 2 1 NOTE: IN LIEU OF BOTTOM 61RT,INSTALL DATE
7 7 L—————— — — J L4x2xl6G ANGLE TO FOUNDATION WITH 6/27/2018
1/41n X Ih MUSHROOM HEAD SPIKES
41n x 231n x EAVE A 4h x 23/23h R
166 ZEE X-BACINS O (D ANYEND)(OMIT AT DOORS)ANCHORS AT 48"OL.(6'MAX.FROM JOB NO.
PURL IN PER DETI6GAIL O/2, 2 ROOF PURLINS SPADED CBEF75142420
TYP.BOTH SIDEWLLS A O AT 5'-9 &'O.G. SHEET
X-BRACING TYP., 2
SEE DETAIL M/2
ROOF FRAMING PLAN FOUNDATION PLAN 2
OF
1 SCALE: 1/6"- 1'-0" 1 SCALE: I/8"• 1'-0"