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HomeMy WebLinkAboutPermit File 3922 Rock Ridge Parkway PROJECT DE5CRIPTION PROJECT INFORMATION J. SYKORA, GPBD s NEW SINGLE FAMILY r PROJECT ADDRE55: J. STERLING RE51DENCE ZONING TYPE: R-2 3922 ROCK RIDGE PARKWAY, 1/4" = 1' U.N.O. ANAGORTES, WA 98221 -- p oq-ob-i .. . . CODE PARCEL# P COMPLIANCE _ _ SEP082011 ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND CITY OF ANACORTES z ORDINAN'CE5 AND THE FOLLOWIN6: IIIiiIIIIIIW C7 - 2015 INTERNATIONAL RESIDENTIAL GODS PLAN AREAS ' Lu - 2015 WASHiNGTON STATE ENERGY GODS •_ µ MAIN FLOOR 3,044 SQ.FT. rv" - 2015 UNIFORM PLUMBING CODE A rTOTAL LWING AREA: 3,0 -. x DEFERRED 5UBMITTAtiLS _ r " gym ax^•Y mm-;e a .. w *.s.� t �. t t_+�, ^'�" ARAGE r W - � 63 5Q FT. Y ry� 1,013 SQ.FT. 1. MECHANICAL HVAG SYSTEM DRAWINGSW A� w 9 G ll I :t "'' - •- i — a^ P w COVERED 12450F7) 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS - r ENTRY PORCH (UNCOVERED 11050FT) 234 SO.FT 3. NATURAL GAS DISTRIBUTION DRAWINGS r -- - OPEN DECK 306 SQ.FT. 4. PLUMBING DRAWINGS .., . v COVERED DECK 179 SQ.FT. 5. ROOF TRU55 DRAWINGS ! CALCULATIONS b. FLOOR J015T DRA 41NG5 / CALCULATIONS w 7. LANDSCAPE PLANS a. LIGHTING PLANS s w 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS ;a "lam ` - . w ri ,. FIRE AREA: 4,360 DE5I6N INFORMATIONs� '- FIRE FLOW REO. = 1 ,150 GPM ry v, . BUILDER: STRANDBERG CONSTRUCTION, INC. �y ECT TO HAVE FIRE P-o. BOX 319 x �` _ q m PROD JU ANACORTES WA 9a221 _ .: _ - _ 9 SUPPRESSION 5Y5TEM INSTALLED. w < o m 360-293-1431 I A z m zCN 7�2 cc •e S S a o z =I lu IFIHHE 1� ��0�1� DE5IGNER: JIM SYKORA GPBD - STRANDBERG CONSTRUCTION INC. JIM@STRANDBERGGONSTRUGTION.0 IEIL ]KIES111D ]EIN... �CIE OM _wK,; � ' LU d DRAFTSMAN: JA50N STERLING - STRANDBERG CONSTRUCTION INC. 3922 ROCK RIDGE PARKWAY, ANACO RTE5 , WA g8221 V Lu JASON5@5TRANDBER66ONSTRUGTION.COM � O 0 ' v z 1u L YOUT PAGE TABLE - - -- REM ION TABLE z PG# TITLE COMMENT5 CONTRACT DATE PG# DATE D CRIPTIONLu CO Al COVER 5HEET - - 0-011", 1s ar,e. Is h'd— 40 4,v 1, 4e, ; d � ul zul A2 51TE & LANDBIGAOPE PLAN A3 FOUNDATION PLAN A4 FOUNDATION DETAILS z � A5 FLOOR FRAMING PLAN �ZZp 0A MAIN FLOOR PLAN §V¢ Uzo y -lag Al ROOF FRAMING PLAN AS BUILDING 5ECTIONS "-' = oo fOF�� Aq BUILDING 5ECTION5 LANNING & BUILDING DEPT. F3I — — ao=Z� A10 EXTERIOR ELEVATIONS PERMIT #: a � ltlto=q 60 Al EXTERIOR ELEVATIONS APPROVED BY: 2.508 SUBJECT TO FIELD INSPECTION. APPROVED PLANS � my�o A 12 _ ENGINEERING INFO G RA NUB PA C E SHALL NOT BE ALTERED WJTypI�TAIITNQRI AT!®IV a � w4 A13 ENGINEERING INFO MAIN FLOOR PLAN €QQ = ." A14 STRUCTURAL NOTES OWNER APPROVAL INITIAL: A15 STORMY IATER BMP'S PAGE: A16 CURB , 51DEWALK, AND DRIVEWAY OF: LAN05CAPE LEGEND J. SYKORA, GPBD ` r IT, n prL � �, LAWN AREA STERLING NOV 17 2017 a -- Z L' 1" = 10 U.N.O. 9 CITY OF ANACORTES s o W CONCRETE DRIVE 09-11 -11 ?°=° MULCH - PLANTING BED co 10 " GEOHAZARD 5ETBACK CU g 7 LOT 1 EXI5TING BEDROCK 13,551 5F o 3922 m DEGIDUOU5 TREE w :P o VJ UM, P TANK DISCHARGE OVERFLOW OUTLET 3 R w to �o CONIFER TREE E r GLEARIN�/LIMIT /4* DECK CV TIT SHRUBS / PL,�NTINGS z W � U m s� 4 m ,. Axv \p "s z � UZ cv .. r a gs x A \ -, O o J y Q o z IL M f� ^b �AF x MINIMUM TREE DEN5ITY ° "' 5 F R ANACORTE5 MUNICODE-16.50.090 +- 43q.5' � 1 - Calculation of the Total Tree Units Required. The total number of tree units LU � O o � % 1 501:STOCKPILE I required to be provided by a regulated project or tree conservation permit LU I- v C40 4 \ approval listed in Section 16.50.100 shall be calculated by dividing gross site V area, minus any public or private street rights-of-way, by one thousand Table W{ v oo�\���o A \ ATGH BA51N LINE TO PUMP TAN 16.50.120(D). The result of the calculation will be the total number of tree units O < e < f 4 required for the project approval within the building site. z LU Z �0�4��' Q �RIVEWAY CATCH BASIN_ z — ' _ i LOT 51ZE :13,551 5F TREES REQUIRED: 14 W „ moo n yR\ \ N e $s rr LOT INFORMATION UJ r o b \� AC �\wh 3b"O.D.CIRCULAR CUTOUT % /\ - — - , / LOT SIZE : 13,551 SQ.FT. (.31 ac) LUQ OFOR DRIVEWAY MEDALLION `h, / O ii / CLEARING LIMIT AREA : 1 01191 50 FT In v > DRIVEWAY INSERTS (LAe Q 1 ,070 SQ.FT. �'� ' pK D5 / MAX BUILDING COVERAGE (35%) = 4,143 50.FT. LU V aa7 S v % ACTUAL BUILDING COVERAGE (34.11 %) = 4,104 SQ.FT. m / > IMPERVIOU5 AREA ROOF OVERHAN65 : 5,066 50.FT. SEE PAGE A16 FOR / s h 3 GAR \/ �?� /APPROACHDETAILCONCRETE 5 Y / IMPERVIOIU5 DRIVEWAY & 510EYgALK AREA5 : 1 714 5Q.FT. LU -9ZO GARAGE R w " y \ USE TYPE 1. / 8U OL TOTAL IMPERVIOUS AREA : 6,bb0 50.FT. < pow '\ MAX 20'DRIVEWAY , ��< 3 WIDTH PER STR-26 OF LOT �, R �.� , � /� Ew, ` # // ED55TANDARDS PARCEL# P = i2N 11 842 5F 4� 9,HGR ti ti Q z �� w \ x r Q ADDRESS: 3g22 ROCK RIDGE PARKWAY, ANAGORTES, wAg8221 Z Wye 3924 `° o�a = v � < o t / 0=eao 0 1 OYVNER: NEL50N ✓ 1 / uz 2 TOPO COMPLETED BY: DALE HERRIC AD PE, PL5 , , l °o ■ , ■ rcou PLAN AREA5 N =ago zL0 — — --- -- --— oo g -- 0) Z MAIN FLOOR 3,044 5Q.FT. TOTAL LIVING AREA: 3 044 50.FT OWNER APPROVAL / UTILITY (63 50 FT. INITIAL: PAGE: \ ' / / GARAGE 1 ,013 SQ.FT. (COVERED 130 50 FT) ENTRY PORCH (UNCOVERED 10450FT) 234 SO.FT. OPEN DEGK 306 5Q.FT. OF: COVERED DECK 11q SO.FT. / J. SYKORA, GPBD G�WA4& @� W0 Ile E J. STERLING t-20'-0"._ -- 16•-0"- - -. 12•{, 3'-0" 3'-0" F -- r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __ ____ __ __ it— — — — — — — — — — — — — — — — 1 r F — -- _ Avg, 1, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u b o 4 4 I < < I 1 - - - - - - - -- — 2 — — — — — — — — — — — — — — — — — - - A24 I — A4 A4 c A4 v Ts - - A4 I I I R 09-06-17 I- -1 I I � 1V two I I ® I 24"X 24"X$" 9 SH21 I fit. ,tAI,L�E-1Z S "SERa4 1 � L — J L_ —J '" CONCRETE � I A4 FOOTING TYR I-- 1 . I I ® I o I 4 15 f'eIL, ecsc-'� c- Z I I I I I — J " L — " L_ —I I I b �Y>rµs aAt LY . Y-0"--},—Y-4" 7-0" 3,-t" Y-a, 7- „_�}--Z,-p"--} ---- ------73'-0" -.__. ___._-_ 2'_0 {--9,_7" I W I I I I I I o I I I I In 9 GARAGE SLAB I I n I I 5LOPE GARAGE FLOOR 1,016 50 FT SLOPE GARAGE FLOOR I I sH2 3eRETEF FOOT I I I I 24"X 24"X 8" t TYP. CONCRETE FO NG 40"X 40"X 12" 24"X 24"X 8" I I V CONCRETE r NU 3,#4 CONCRETE FOOTING CONCRETE I I —� — — —� WI 4,#4 E.W FOOTING TYP. --I I I ia•sp 1 I FOOTING TYP. jZy I I I I Tr ® I ® II I I — 12' 70 I I I ® Ir I I r q#3 114 L— J L _ L- - L — J I- - - -j I -1 I o I ®) g'-31 2., L 2,_0„J 3'-0„�-2--1 t° �-2'-0" B'17" 9'-4" --- -- 12,-4. 2,_0„_�-2._7„ 2 ry z A4 I A4 s BUGKOUT FOR A4 I I - I I I GARAGE MAN DOOR - r- - - - - - I m I I in J I 10. 37 4 „ ( _ I I I " I BUCKOUTFOR 5 4 BUGKOUTFOR 5 4CONCRETE m 24"X 24"X 8" s I — GARAGE DOOR — — A4 —A4— GARAGE DOOR — A4 A4 4 n I r q AB 15TYP r — FOOTING TYP. f 9A3 15Typ . I 5 4 — m 1 n I 1 ® II ® I I BUCKOUT FOR A4 A4 u, I GARAGE DOOR - - - - - - - - - - - - - - - - - - - - A4 - - - - - - � L — J L- -J L_ J I I w I I iV J'5" Z'0" 13'-0" 2'-0" -}• 13'-0" 7-0"�}- 6'-1••�-. i I E 10,-0, GRAWLSPAGE VENTILATION ,a-a' _____--24'-0 q'-o" I GRAWLSPAGE AREA: 3,053 SQ.FT. O Q CRAWL SPACE VENTILATION FAN AND CONTROL07 N `. u A4 1*H2. GRAP4L SPACE RADON MITIGATION SYSTEM- o 24"X 24"X$" IF APPROPRIATE UTILIZE A SPACE BETWEEN MASTER 24"X 24"X$" CONCRETE q TY BEDROOM WALL AND GREAT ROOM WALL NEXT TO CONCRETE I I 6 O ry FOOTING TYP. FIREPLACE FOR VENTING ABOVE ROOF� r- —� FOOTING TYP I I V b _ ® I L — J L —J L_ J I I $ z a w m Z,O„ q-B" Y-0"»-- -b,-1^ m w Q rz (3 3'-0�' 11'A" - O ® W 10•-B„ - 3,_B„ 1.-B.,_I_ 3,-0„ 2$"X 28"X 10" I ? J Z 7- 16 3 I- � CONCRETE FOOTING o � 3 I ® ( ,",3,#4 E.K I 3 r n n m f bX6P.T. P05T L — J L — _J1 2'-a' L—. 9'-q" - m 24"X 24"X$" ABUbb P05T BA5 A4 5H2 CONCRETE 9 SH2 At} q ® - J I _ r A3 1 TYP. I— - FOOTING TYP (3) GRADE 40 #4 REBAR 6 MILL VAPOR EACH WAY- FOR LONGER A 1 a I L — J L— —� �— —� I I A4 v tu BARRIER PAD 5 ADD (1) REBAR EVERY 5" FOOWLTULABFOR I b'-11" 70 93'-0" 2'-0" - i3'-0" 2'-0 ]4%4B IN619 ED S TONE BUILT-0UT PILLAR d� Z _Q 4 I I 24"X 24"X Y I I m W I L I v I H CONCRETE MAY VARY-PER PLAN q FOOTING TYP. I ® I II I Nul NF V_ (V 2 ® I 2'0PLAN AREA5 CONCRETE i! COMPACTED FILL OR UNDI5TURBED 501E 1 I 9 I FOOTING TYP. 2'-0" B'-11" 0---2'-a'-- 13'-0•• 7-0"-1- ,3'-0" 2'-0" MAIN FLOOR 3,044 50.FT. —J I I I I I n I (J v Z w I I I ® I DETAIL 9 TYP. FOR P05T FOOTINC75 I I uj O TOTAL LIVING AREA: 3,044 5Q.FT. 1 r — J L — J o U5E DETAIL G15 AS ALT. WHEN o I I n - 24"X24"X8" MOMENT-RESISTING POST ON ROCK UTILITY 63 SO.FT. I I m CONCRETE Q- -1 FOOTING TYP. GARAGE 1 ,0135Q.FT. I I r qA3 15TYP. ®_ F_ qA3 tTYP. I I Z Dq TYP. P05T FOOTING DETAIL ENTRY PORGH (UNCOVERED 11050Ty 234 SO.FT. I I I ® I I ® L 2CONCRTE ®GAL -- ------ 5E: 1 " = 1 ' - - - — R I ( L — L_ FOOTING TYR J I m OPEN DECK 306 50.FT. --B'-11' 7-0" { 5'-„" 7-0" 5'-, 70 i I I I m COVERED QECK 1l9 5Q.FT. I I m I I i I m m 2 p GRANIL5PAGEAGGE5524"X30"MIN. I I ��o FOUNDATION N OT�5 � 11 �- I A4 — — —�LocKING AccE55 vooR °~ =q omo ircSN - - - - - - - - - - - '- -- - - - - - - - - - - - - - - - - - - - 1.ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FR05T DEPTH. I (A4 I I A'4 _ I m 5LAB, IF ANY PER PLAN. P05T PER 2. JOIST5 MAY RUN PERPENDICULAR TO DIRECTION SHOWN. W W J LOG. MAY VERY GALLOUT - - - - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. mow° OHN — — — 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. i 6nW V� 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. j rc o'a OOz VO h.1 NU m'� 6.ALTERNATE FOUNDATION DETAIL5 AVAILABLE UPON REQUEST. 03300 20d GALV. NAILS DRIVEN Q HALFWAY PER GALLOUT (4) GRADE 40 #4 REBAR g5FP FOOTING, PAD, MOMENT-RE515TING, ON ROCK Z =ao�= EACH WAY ti z�= mF U z aw Uoo�UU o O on. gy i— GLEAN ROCK °'Za PREP: GLEAN ROCK MATING SURFACE AND APPLY BONDING AGENT PRIORTO CONCRETE PLACEMENT. _<_� w ° * FOOTING: USE MIN., 30" SQUARE X 12" TALL. - --- ----- � �_ 2'-6" TREATED BUILDING PAPER REBAR: 5 I M P 50 N HANGER TYPE 5 OWNER APPROVAL - TOP: USE 4, #4 EACH WAY, 2" FROM TOP - BOTTOM: USE 4, #4 EACH WAY, 3" FROM BOTTOM INITIAL: BOND NAILS: USE MIN., 4, 200, GALV, DRIVEN HALF WAY, ON EACH 51DE OF P05T. 16 TOTAL NAILS. MARK TYPE 5IMP50N HANGER PAGE: - * P05T BEARING: BEAR P05T ON GLEAN BEDROCK. COVER END OF P05T WITH TREATED BUILDING PAPER, WRAP UP SIDES 2-INCHE5, MIN. SLAB: IF SLAB 15 5HOWN ON PLANS, PROVIDE PER ARCH AND OTHER CALLOUT5 HEREIN. 1 . ABU - FOOTING MAY BE MONO-POURED WITH SLAB OR BELOW SLAB. MOMENT-RE51STINO POST ON ROCK - 501L BETWEEN SLAB AND TOP OF FOOTING, IF ANY, U5E STRUCTURAL FILL PER STANDARD STRUCTURAL CALLOUT5 HEREIN. 5� �2 - OF:DETAIL FOR 95FP — — POST BA ErJ 2. ABA SCALE: 1 " = 1 ' — 3. ABN J. 5YKORA, GPBO 3 BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL SIDING MATERIAL O ?/16 05B O BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION J.05B J. STERLING 1/2 5HEETROGK- ;� NAILS OR 5GREW5 _ - - 9 1/2" 5HEETROGK 2" 00. STGGD 2 A B G D E F G V W X Y Z 3/4" 5U5FLOOR A B G D E F G V W X Y Z 3/4" 5UBFLOOR 1/4" = 1' U.N.O. 4 OPTIONAL 4"SLAB a�g (GARAGE,PATIO) S -- -- — NAILS IN LENGTH FLOOR JOISTS , ' BLOCKING LENGTH zFLOOR JOISTS 0,1-06-1-I Z RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ / (JOISTS PARRALLEL ONLY) RETAINED WALL a FOOTING FOOTING V FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING �A35 TYP.ONLY HEIGHT P051TION WIDTH HEIGHT THICKNESS SPACING •• SPACING REBAR @ REBAR REBAR TRANSV. CONT. � ' REQ IF A>4' OPTIONAL 4"SLAB HEIGHT POSITION WIDTH HEIGHT THIGKNE55 SPACING 5PAGIN6 REBAR® REBAR REBAR TRANSV. CONT. J - F BOT.L BEND -� (GARAGE,PATIO) BOT.L BEND ---- Z __ T i ,� „ " n NOT u „ �, 0' - 4' CENTERED " ° " '� NOT " „ 51MPSON HANGER 0 - 4 CENTERED 1 $ b 6 12 REQUIRED 6 #4 @ 24 #4 @ 24 N/A (2) # 4 W 1 $ 6 6 12 REQUIRED 6 #4 @ 24 #4 @ 24 N/A (2) # 4 _ __ ___ `D z IF JOISTS PARALLEL IF JOISTS PARALLEL E - -INSTALL"G"BLOCKING , „ �� �� �� �� „ �� �� �� �� -INSTALL"6"BLOCKING 4"TIGHTLINE = a 4' 1 "— 6' 5" 24" $" b" 56" 4$" 6" #4 @ 24" #4 @ 24" #4 @ 24" (2) #4 IN(2)BAYS E - z 4 1 - 6 5 24 $ 6 56 4$ 6 #4 @ 24 #4 @ 24 #4 @ 24 (2) # 4 IN(2)BAYS. W �� ER z EXT.WALLS ONLY p I11 -5GREW5 OR NAILSel A i -5GREW5 OR NAILS = Q 3"O.G.THRU SUBFLOOR = 18"MIN. g , „ „ 11 „ n �� „ 3"O.G.THRU 5UBFLOOR Z 9� 1� 1� 1� " " " " „ " „ b 1 - $ (oil 32" 10 6 2$ 2$ b #4 @ 16 #4 @ 24 #4 @ 16 (3) #4 X A 61 1 - $ 6 32 10 b 2$ 28 $ #4 @ 16 #4 @ 24 #4 @ 16 (3) #4 BELOW GRADE a X - O '> 18"MIN. O 4"TIGHTLINE U1 F- BELOW GRADE $" 42" 10" $ Lu " 1 $" 1 $" $" #5 @ 14" #4 @ 24" #5 @ 14" (4) #4 GRAWLSPAGE Eo O EXT.WALL 5 ONLY -1 z 8' 1" - 10' $" 42" 10" $" 1 $" 15 $" #5 @ 14" #4 @ 24" #5 @ 14" (4) #4 GRAWLSPAGE Q MIN LAP SPLICE=24" MIN LAP SPLICE=24" n w Z Y w B GENERAL NOTES: N T Z�Y� B GENERAL NOTES: NOTE #1 O E #1 SLAB OR FILL-SEE NOTE#1 SLAB OR FILL-SEE NOTE#1 * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWL5PAGE * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN ORAWL5PACE --- * WHEN NO 5LAB 15 NEEDED. _ ` • DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO 5LA6 15 NEEDED. D • DRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D -� 3° O 4"PERF. 3" O 4"PERF. W --- b MILL YB *A55UMED 501E BEARING PRE55URE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED (EXT.MALLS ONLY * A55UMED 501E BEARING PRE55URE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED IF NO SLAB (EM.MALLS ONLY IF NO SLAB Y * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF YV/25 P5F MAX 5NOW. o -4' NONE G * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF kV 25 P5F MAX SNOW. o' -4' NONE G y * REBAR MINIMUM GRADE 60. 5' - 6 TOE HEEL' _- - 12" * REBAR MINIMUM GRADE 60. 5' -b' 12" TOE HEEL * T - * CONCRETE MINIMUM fc 2500 psi �' a' 18° g CONCRETE MINIMUM fc 2500 psi ___ AS 501E BEARING PRE55URE: 2,000 P5F p _— A55UMED 501E BEARING PRE55URE: 2,000 P5F ** ANCHOR BOLT SPACING - USE LE55ER OF TH15 OR SHEAR ALL GALLOUT. 9' - 10, 24" *' ANCHOR BOLT SPACING - USE LE55ER OF TH15 OR SHEAR ALL GALLOUT. 9'- 10' 24' W W --- ---- NOT TO SCALE NOT TO SCALE w SIDING MATERIAL SIDING MATERIAL 2 CANT. RETAINING ALL - TOP OF ALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM - W W g ® RETAINING W W ALL - ALL HAS FILL ON IN51DE NO FLOOR 'I/16 058 12" MIN. - l/16 OSB o WITHIN 12" PONY WALL CA A B G D E F G V W X Y Z 2 X 6 WALL A B G D E F G V W X Y Z - 2 x 6 WALL h ° --- F „ WX � LENGTH 4"SL`B LENGTH F 6 MtK lu 9 a m UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING _ o RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING Z Q m HEIGHT POSITION HEIGHT P051TION WIDTH HEIGHT THICKNES5 SPACING"` SPACING REBAR@ REBAR REBAR TRANSV. CONT. - WIDTH HEIGHT THIGKNE55 SPACING SPACING REBAR REBAR REBAR TRANSV. GONT. U-1 4 O m BOT.L BEND - SOT.L BEND Z m '� R-10 FOAM O z o o w 0' - 4' CENTERED 1 $" b" 6" SEE NOT (�11 @ 24" #4 @ 24" N/A (2) #4 (@ ABOVE GRADE AREAS)BASEMENT PERIMETER `/ E 0' - 4' CENTERED 18" b" b" SEE NOT b" #4 @ 24" #4 @ 24" N/A (2) # 4 E a m �I 5HEARWALL REQUIRED v 5HEARWALL REQUIRED 24"MIN. A {- g W 4 4' 1 "- 6' 3" 24" $" b" SEE NOT 6" #4 @ 1 b" #4 @ 24" #4 @ 1 b" (3) # 4 Z 4' 1" b' 5 24 $ 6 b #4 @ 1 a #4 @ 24 #4 @ 1 a (3) #4 \D o �� u " SEE NOT n „ „ „ c. 4"TIGHTLINE = d 5HEARWALL REQUIRED U.1 p SHEARWALL REQUIRED - W T 3: d LU d 6' 1 " - $' b" 36" 10" 6" SEE NOT $�� #5 ® 11" #4 @ 24" #5 @ 11" (4) # 4 -1 z 6' 1° - $' ? 36" 10" 6" SEE NOT $�� #5 @ 11" #4 @ 24" #5 @ 11" (4) #4 A Z W 5HEARWALL REQUIRED 5HEARWALL REQUIRED �/ p O X -- 18"MIN. 11. w BELOW GRADE w O n , u u u n SEE NOT " „ i „ „ m , n , n " u n NOT " #5 9" #4 24" #5 q" m 1'1' 8 1 - 10 $ 48 10 $ $ #5 @ 11 #4 @ 24 #5 @ 9 (4) # 5 z'cLR. 8 1 - 10 $ 4$ 10 $ SEE $ @ @ @ (4) # 5 GRAWLSPAGE 2"CLR. Z u 5HEARWALL REQUIRED MIN LAP SPLICE=24" 5HEARWALL REQUIRED SCREENED 2"PVG - WEEP HOLES 6'O.G. _ MIN LAP SPLICE=24" L z Y O4"TIGHTLINE 18"MIN. •y Y -- z Z 24"MIN. FOR GENERAL NOTES: NOTE #1 Ell - GENERAL NOTES: B 10,WALL SLAB OR FILL-SEE NOTE#1 , B JLu * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE v • DRAIN ROCK * WHEN NO 5LAB 15 NEEDED. "..-T- • DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D - Q � 3„ .:._3" n 4"PERF. IL * A55UMED SOIL BEARING PRE55URE: 2,000 P5F RETAINED HT_ FILL REQUIRED 6HILL YB / 4' PERF. - - � „ *ASSUMED 50IL BEARING PRE55URE: 2,000 PSF IF NO SLAB z W * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF kV 25 P5F MAX SNOW. V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. o' -4' NONE �, v WU * REBAR MINIMUM GRADE 60. roe G Heel * REBAR MINIMUM GRADE 60. 5' -b' 12 TOE HEEL 0 _ * CONCRETE MINIMUM fc 2500 psi * A55UMED SOIL BEARING PRE55URE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi T-e' 1a' * A55UMED 501L BEARING PRE55URE: 2,000 PSF r v ** ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL GALLOUT. •* 9' - 10, 24" v NOT roSCALE ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL GALLOUT. NOT TO SCALE � OcR CA 1 1/2" GYPGRETE FOR m RADIANT FLOOR HEATING 3/4" 055 N 11 7/$" BGl JOISTS 12" 50NO-TUBE 6 X 6 P.T. P05T — 2 X L "fig ABUbb P05T BASE GARAGE DOOR 3 �= R-30 INSULATION lu p 1 INSULATION ==°U �z-, HERE NEEDED) BUCK OUT FOR GARAGE DOOR w o3 x2 y<Ww CONTINUOUS BLOCKING o 4° GONG. SLAB OVER b MIL ,�- GA,R�j Q Z=yw= _ (4) GRADE 40 #4 REBAR 1/2" X 10" A.B. 48" 1/2" SHEETROGK VAPOR BARRIER ON ���tt.�.gyf� cf►® OsHw 2 X 6 5TU05 16" O.G. WITH VERT. HOOKS O.G. W/ 3" X 3" GRANULAR FILL �� e�*u DOUBLE TOP PLATE. O BEARING PLATE Z�NILL 1/2" X b" A.B. 4$" O.G. 1Nl En Nw�m< (4) GRADE 40 #4 REBAR 2 X TREATED PLATE =o�= oo�so EACH WAY o ==oak 3" X 3" BEARING PLATE z 1'-0" _ _ / Q 88 oaa TREATED 50LE PLATE - - - - b �— Z o= �KJU[j (2) GRADE 40 r �n o b" X 16" GONG. FOOTING kV (2) _ _ _ _ _ _ _ _ -- __ - (2) #4 REBAR GONT. awe �� �q GRADE 40 # 4 HORZ. REBAR \ �Qo �o� UNDISTURBED501L MAY VARY-PER PLAN 16" ------� #4REBAR ` LL „_ b MILL VAPOR BARRIOR €� w, 2 s 5�� OMERAPPROVAL �\ INITIAL: j PAGE: S STRIP FOOTING & PONY WALL P05T FOOTING b THICKENED FOOTING O TYPICAL FOUNDATION WALL a@ GARAGE DOOR O O O OF: SCALE: 1 " = 1 ' 5GALE: 1 " = 1 ' 50ALE: 1 " = 1 ' 5GALE: 1 " = 1 ' J. SYKORA, CPBD r - -- - 3B'-0°- --- -- ---- B p" 46-p•. - - -1B o - - -- -- J. 5TERLING- - - - - - 14,2- - - - - - - 5.-7�_ y.3,� - 4'_T- - 15'-0" 3' 10' ----- g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ D� - - - - - - - - - - _ - - - - - - - =1 _ - - . - - - __ TOFOOTING 1/4" = 1' U.N.O. 6x b POSTS it ii I r - - _ - - - - - -� � I it 6x6 P05T5 TO FOOTING QN r zo � 1 I W L Nam �.�z a= G - - _ a LI o9-i -i-tOf - - - - - - A, Omm = B B m= xo _ I I I- - - - - - - - - I =m 1 n Q3 r . LL r SH, RIM J015T F17 J L I �D'� CITY OF ANACORTES 51-51,_ 0 0 4 T - 'rt V_ ( I S _-a -a-- - � m _ _ a a O 12 FO FLOOR DIAPHRAGM ( " I o z - I I *SHEATHING: WITH JOISTS AT 24" OR 19.2"OG, USE MIN., 24 OG RATED, APA 5TURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1 I o F d Wm1 m rco I I OR 1/8" SPECIES GROUP 4. MAY BE 055 OR PLYWOOD. I O<_ o I w m � w - m a w-o{i I '; x u. *5HEATHING: WITH JOISTS AT 16" OG, USE MIN., 16 OG RATED, APA 5TURD-I-FLOOR, MIN., 19/32"THICK. MAYBE 055 OR I I I I I ( PLYWOOD. o _ a o A �� a *SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) I m°o _ a j X X I -L 3'-p --- -- --- 5'0" x I ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMEN51ON ACRO55 SUPPORTS. o R l n * NAILING: GLUE, AND CONNECT WITH 100 RING SHANK NAILS OR#9 5GREW5, AT 6" EDGE5, 12" FIELD. I o 0 4 e X [ I a xy x I m __s I BLOCKING. NOT REQUIRED EXCEPT AT 5UPPORT5(BEAMS)AND CONNECTIONS TO SHEAR WALLS BELOW. I I v LVLx _ * SN5 mot r -I 5', - -- 31'2(BEARING WRLL AOBOR SEAM SH, 31/(BEARING WALL FLOOR 5Ht I L �, DECK FASCIA 5/4"COMP EXT.MAT. MST W/SPACERS z ABOVE RING -- - MATERIAL - V - I 1 -- - -- I 5 iM"X 11 7/5 h7L FLOOR BEAM L- -J- - - - - - I ��-�_-- - Vt/24X24 EXT.SIDING m i I I _ H 1 BEARING FOR 1,500 LB GRANITE WALL ABOVE) C 1 y' bz6 POSTS TO rOOTING fil -I - - L__� BUILT-OU PILLAR7 s im I w - B•_70^_- _-i,'�^-' -_-6'-71/2"_ b 10 I o Izr I I - - - - - -I -1I - - - - - - - - - - - - - - - - - - - - - - - - - - - - d I g - - - - - - - - - - - - - - - - - - - - I -i I , - _ - --- - ry o P 6 x 6 POSTS TO FOOTING l i Z _-.. _. i ( _ z LLl X i ' z o U m J o - - - - - - - - - - - _ --- E 24,_0,� 8'-0, y.-0• zT 4 _ - -. _- m a __ - - E I f 6 X 6 POSTS TO FOOTING °m- 'V N 'V o I N 24 X24 EXT.BUILT-OUi MATERIAL o I I - _ - _ rlXll u CA rI I X ma x mrc x a a a m 4 A - - o o r- 1 - o o r- -� I N y g 5H1- 51MP50N H,4NGER TYPES j �t a lu `� � I L - mN �� _� mry I I ry iti o a- Z OCC) U, d- 10'-51/2"___ q•3 -.� o.a-3'-T 1/�-= F __. EQ W ry.. p 3112"X11 V8'LVL FLOOR BEAM o H/ o sc - a I L,_ ,r J z W MARK TYPE 5IMP50N HANGER MODELS " ��� �m B BEARINGV4ALLABOVE) - a $ I I _ s I - - x Qt (L m ry \05RTI(9 2x)TO I - 'n P�'RI�G�)�ToBPOST(3A�E � 24•'X24"Xe"FOOTING - tN -2v,x28'X 8"FOOTING 1''� b X b POSTS TO FOOTING 1 . AG ACE V4/24X24EXTSIDINGMATERIAL 5Ht -- BUILT-OUT PILLAR sHt I, 5H 1 P05T GAP 2. LGE - - - - I s�, r rt - 5 ,I tu 3. RTC I I - tr I� J L U I ! W w 1 . ITS 4. MIU - y '. -'��' .... •,. C m I � A ��m�- z rc z53-�- ° a -� i2 0 I LU O ° LZ!ln v ( r�,. LL -r T'= o m O a 5H5 I-JOIST HANGERS 2. MIT / HITt N m w ifs I I N� ° m m . o oo� o �E � a �_ 4 -i w \ ' 3. IU5 / MIU I oo n o 1 ILL x x x 4 x 1 . LU5 4- �i�4���yfiER's -< I I _$Q ~ _ _ aILI ` L9 N _- SH6 FAGS-MOUNT 2. HU5 - t I QC4 5H, i- 5H, �^ J015T HANGERS is Fc x, �ra�.eert bl e I I L L i _J I 6Xb 2._p. PI ` - - _ �T�f�C �N �� I III I. 24 XT.POSTS TO FOOTING t l II NU 24 X 24 EXT.SIDING MATERIAL 3. M U5 I i 1 - y BUILT-OUT PILLAR ° I InTEWa,OnP((M"ELT�pN - • e LU 1 3/4"X 11 7/8 -VI_FLOOR BEAM - --- -' -'- --- � - ----- - - -- O 30 LB FELT OR SUITABLE BARRIER L - J ° - - _C MF - 5 Q r J m n B n m S I I DECK FA5GIA5/4 COMP.EXT MAT INST NU SPACERS O TO BE USED BETWEEN HANGER AND __- ----- - --- V - --_ a LJ ACQ-D&GA-B TREATED SILL Floor Joist Blocking per IRG 01 & I r % (Seismic Design Categories Dt &02) I �[ --------T-to 1/2' - T-1 t12" 15'0„ q.10" 12•-0'• SILL SEAL BGI Joist I -" O Blocking \ I I 7 3l4"X ii 7/B"LVL FLOOR BEAM I _ 1 3/4"X 11 TIB"LVL FLOOR BEAM I I L N t BEARING ABOVE - - EARI G-BOTO SHt SH1 D N Z 24"X24"X8"FOOTING '� tCq m -- 'a aU r mz � rc \ I I '� - - N i X W R a" I I Z o� Simpson Strong-Tie Intermediate / m - r_ - - "m _. - � o"� a m pn F D \ $HS IT511.58 x - - - - - - - - � X I ��zLL 0 Bearing o ��+uo BEND TAB AND rcz�s FASTEN WITH 100x1 (WALL OR BEAM) Nailing per local V2"NAIL5 WHEN - - - - - _.z:: - - o WEB STIFFENERS code provisions I 1 � D 4 L - - - - - - - - - - J �'-a z r ARE NOT USED 4 - - - 1- - - - - - - - - - - - - o _ _ -_- N U w o t I =w gw 1 V �Xi�a TOP PLATE HANGER CONTINUOUS BLOCKING - _ - - - - - - - - - - - - - - - Z _ °r-10 T-7' s-1a' 9-r 4-10 'om A NOT TO SCALE NOT TO SCALE QO NLL -0" _ ....._ ..... RWOR KZFrO A/ ¢02Up ■M/� 2 w p w Face Mount FRAMING NOTES o3Qo� ==o< Joist hanger �/ =a .� HARDI-PLANK SIDING 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. O ZoZ o Z.Z H \ Q Hb \ � TYVEK HOUSE wRhP 2.COORDINATE W!MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/ JJ F m". 0Nr0 ZFZQ i JOISTS BLOGKOUTS. °2 7/160585HEATHING O a y ,� pgw0 ADDED 2X BLOCKING FOR DEPTH FLASHING 5. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC i 2 24 PAVER PECKING €aqz PhvER vBCKING JJ���� J� J� G DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO PLAN �tREAeS THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRIGATIONAND 5IMPSON ZMAX LU5210 GENE RAIL NOTE 5 ALINSTALLATION. TO II ` •DTT2Z MAIN FLOOR 3,044 SQ.FT. OWNER APPROVAL 4.ALL TRU55 TO TRU55&TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 2X 12 PT..IOIST 16"o.c. 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWI5E. 50LI0 2X BLOCKING AT FASTEN 2X PTLEDGER WITH TOTAL LWI NG AREA: 5,044 5Q,IFT. 5.FLOOR SHEATHING TO BE 5/4"COX OR 055 STURDI-FLOOR T&G,GLUE AND NAIL WI RING INITIAL: - LATERAL LOAD CONNECTION - (3)ROWS OF 114•X 4117 S05 SHANK 8d's 0 b"EDGE5&12'•IN THEFIELD.PAGE GRAIN PERPENDIGULAR TO SUPPORTS.ROOF Versa-Lam or Boise GLULAM Beam: Nail Boise Rimboard sckeme leoz. 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. PAGE: ® 2 X 10 TREATED DECK LEDGER UTILITY 63 5Q.FT. SHEATHING IP BE'iA 6"058 OR EQUAL. Beam width shall exceed to EGO joist with bd nail into each flange. 3.VERIFY HEADER HEIGHTS WITH SUPER. b.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND 2x specified hanger nail length GARAGE 1 ,013 50.FT. BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 4.ALL EXTERIOR WALLS ARE 2 x b- 16"O.G.STUDS, UNLE55 NOTED OTHERWISE. J015T TO BEAM RIMBOARD DEGKIHOUSE CONNECTION ENTRY PORCH (COVERED 11024 50 FT) 234 50.FT T.PROVIDE BLOAD BEAETWEENLJOI5T5 AT INTERIOR BEARING LOCATIONS WHERE (UNCOVERED 110 5Q FT) THERE IS A LOAD BEARING WALL ABOVE. OF: 5.ALL INTERIOR WALLS ARE 2 x 4-1 b"O.G.STUDS, UNLE55 NOTED OTHERWISE. NOT TO 50ALE NOT TO SCALE SCALE: 3/4" - 1' OPEN DECK 306 50.FT. B.ALL CONNECTIONS TO BE 51MP50N OR EQUAL. ._..-__-. b.PROVIDE BALKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DEC K MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 9-INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS COVERED DECK 17q 5Q.FT. LOCATIONS. WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. TYPICAL HEADER FRAMING HEADER LE55 THAN J. SYKORA, GPBD n 24•-7 14'-X 5'-4" 1V-21n" 11-51/2" Y-a. J. STERLING ''a _.oeRLEss T. 15'-3" _ 3'-6" } 10'$" 2'-11"�---3'-6"-�}'V-4"-I---V-6 "{- -2'-9" 0�-9" 3'6° 6'-7" } 3'-6" 1T-0" �+2'0" 0'8" - 5`3"-- I 3,-6" -- mMwsrooswH W01 36010 PIG. W0236010 PIG. W0336010 PIG. W0436010 PIG. V40536010 PIG. W0636010 PIG. W072040 CASE. TOP MATE TO _ _ _ _ _ ¢OTiORMTE - 4Xb @ 108" 0 4X6 @ 108" �00 • ❑ ❑ • �r 4X6 108" 4X6 @ 108" T7-30 @ 108 5,-0" 4X6 @ 108" 14X6 96 mf~„�d� ., _ _ m }-. �`� o o \o✓ -. _-- ._-.__ �__ CABIN - 1 D a v 1f .. I GAR BEARING TO POST m ILET 1'1 z in 7 5Q�T o Im I I o m =MIN.(2-2x) WALK IN CLOSET5 a m ry m , �s,� ���; O'f�` 09-Ob-17 • -- 193 5Q FT in ---lo-CEILING'u1 I - ` ___ • Iffl HEADER MORE THAN 5' ❑ - - 0 1d CEILING .cr° HwH � STti 10 3.-0„�,_2,-0 3 '^ 1� � .y "'I B BUILT IN 1..1'-10 ANT@' - r _ '� J m o ./ ® IRONING 80 D 2880 CURBLE55 1 h/" Z ry J YA,. PAU Z GARAGE GARAGE P UTILITY ISLAND DRESSER MASTER BATH MASTER BDRM a" m � 35'1 5Q FT 654 5Q FT 63 5Q FT o 213 50 FT 267 5Q FT n _ MVM TOFMA.TETO cmo v 14X8 10'CEILING 10'CEILING ],L GE,ILING 1 10'CEILING i 10'CEILINGo (r YJH65NW ❑ 11 I m� W _U m �! M1tTON FATE ❑ 14 1400 : W 2868 - °1 A T ui 6&4AtA49.612IS SEAL. .. HALL I iD IS �J'fQ.t.LG� L WINDOW W/6"P05T ry - L- 25 5Q FT e m r °� Mror.E 1 DR HER ABOVE m rtt I F• iv 2 4X8 96" BEARING To n 4X8 BOOKCASE 3 3 4X8 BooKCASE -10" iv ❑@ P05T(3-2x) 3,-5" q''6" r - - - - - - - - - � r- - - - - - 1 16 m 1 BOOKCASE BOOKCASE - - - - - - - -m 3050 CEILING TRAN5ITION� BEARING WALL BOOKCASE 8 FIREPLACE DIM5.AND BUILDOUT TB.D. -) QQFOh 51/2 X17CEILING BEAM lfttl _ GRANITE FIREPLACE DESIGN T.B.D.(POTENTIAL 1,500 LEIS.) 5�j Z MULTI POINT LOCKING SYSTEM = -SOT 1211/8"-WRAPPED ivr- - - - - _ - - - LAUNDRY o HALL DUROCK FOAM BACKERR112 5Q FT m � BOARDFORGRANITEFIREPLACE 69 5Q FT -T-o" 6•-a' T-51/2" SI 1 10'CEILING 14'CEILING g:_d�s< Xb @9'-51n° 5'-91n" 4'21n" _. -_.. -___.11'-1" - _____- 20'-51n"INLI • ,- -. N ` w,,.,. 10 �nRIAe®ED 4X6 4X6 6 e RING TO POST, �' " I MI (2-20 96.. I I X, �a I time m 15 z. cl ®@ , T o o I- . 7 1.5XS.5LVLPOST-TIP R 9080 -- 90e0 • in WINDOW W/3"P05T 5�0� ��°v ls�o �Tyo __ ----- - - - - - - % - 9'CEILING v I ., bX10 @ 96„ a I e 1-8,1 _ _ q_p" �'�2,_0„ q.-0,� 2,_4„ lu, �� r r - m DINING GRFdTROOM ax6 aXb ''I ra 12 0 a, 9oso _ • o _ _- , - --- I PEN DEG 616 AwEARING TO HE 1 50 FT 5 "# O 304 50 FT K J 61616PI e 14'CEILING 14'CEILIN6 1.5X5.5 LVL POST-11F coxcFU FunsE T. 2 2"o c .D MIN.(2) ' Z NeNSEREA SIDE 14.-0„ T 24'-0" B'•0"- 2' 1" 4'-9" I--Q' 4'-21r7 u�i a rn KR16 BTw5 55.-0. ENTRY PATIO _ Ir 011 1 @ m - PwMTDPPurEro gTTOMPIATE 234 5Q FT m 4 4X6 4X6 $ � (COVERED 124 50 F� ^ `'' - LSTHve ry (UNCOVERED 110 SQ FT) o ® _ F1 q, aqi I 5 ONI - � 1.5X5.5LVLP05T-TIP rEF o ENTRY Woer. MIN.(2) z �'15 in 96 50 FTN.wReO� o m M IL < ILL w �_ N 4X6 14'CEILING 0 a m I- o z Q cY1 w 'B WINDOW 5GHEDULE x 'D m o p UPPER VetI N DOV I B T 4X6 4X6 0 3'-0 2'0" a Q X (3 n? NUMBER QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION 6'-0^ -- „�-- LSTHpB BEARING TO W ,.: viol 1 1 36010 42" 10° PIG. m MIN.(3-2d � e `1 [� � LLl NOTE:VERIFY ALL HEADER m 3'-51n" W02 1 1 36010 42 ' loll PIG. HEIGHTS WITH SUPERVISOR 3'-0" 3 0'n-- -3'-11" 6 n" 4'-3 tn" 8•-51n" 15'-4" `^ Q OCKET BEAM -1 - V d ,�801�� ENTRY 24X4BLULNREDSTONE '�` Np m w03 1 1 36010 42" 10" PIG. BUILT-0UTPIl4R BEARING WALL G ILING TRANSiTIO NET BAR 5 1/2"X 10 1/2"GLB-SOT. @ 121 1/8"-WRAPPED CEILING TRANSI ION o 0 z �- w IN04 1 T 36010 42" 10" PIG. ENERGYGREDITta .�. J - - �_ --_._-_ _ -____ -._.._ _____._ __ W05 1 1 36010 42" 10" PIG. EFFIGIENTBUILDIN6ENVELOPE - a' ��' - --- _ - (- BEARING _ Q a W06 1 1 36010 42" to" PIG. - - - o o POST, o -- m 5 1/2 X 1 - OP @ 121 tl8 WINDOWS:U=0.28 "^I )St. ®96 ,o (2 2x) 1V ! ry TI(4-2o) I. W01 1 1 2040 24" 48" CASE. _ - - ,. - - -EXPOSED -FLOOR:=R-38 INSULATION o I :o I n ___ ry moo+ iN 5'-9" 2-81n" :o _ " 2"GLB T " P406 1 1 3012 36" 14" PIG. ;;, Q aX8 " PIG. -SLAB ON GRADE-R-10 ENTIRE SLAB ''�� + W09 1 1 3012 36 14 j - -- ^_ _ � '� csoao� Wlo 1 1 3012 36" 14" PIG. W11 1 1 3012 36" 14" PIG. ENERGY CREDIT2a - - Z"�-- 3'-8 -1-8" - ❑ 1 LU t 100,112 1 1 3050 36" 60" CASE. AIR LEAKAGE CONTROL&EFFICIENT VENTILATION _ 3 I = 4 I - -j 4X6 Q Y113 1 1 3050 36" 60" LASE. _AIR LEAKAGE:3.0 AIR CHANGES PER HOUR m I n w W74 1 1 3050 36" 60" LASE. m - ;o ❑ , r o I -----' a m O w1s 1 1 3050 36" 60 ' LASE. i 4 I ax6 5 OFFICE 3 6'-sln 0 8„ ` I �� KITCHEN e a LOVE IIEGK ^ I! _ Z O -WHOLE HOUSE FAN PER SECTION M1507.3 Lu 0 0 ( 14L Nib 1 1 4036 48 ' 42" PIG. R o � 1r -LN 10*CEILINGm PANTRY �J1 �� 1dG50F v _ _ - - J ' Xb ' m 10'GEILING `�' O ENERGY CREDIT 3a 1 m ry _ v _ cv W11 1 1 4036 48" 42" PIG. HIGH EFFICIENCY HYAG EQUIPMENT c v _ DW Wis 1 1 4036 48" 42" PIG. o 0 55 5Q FT f 338 5Q FT O 12 F Y Z Z W 19 1 1 4036 48" 42" PIG. GAS,FIRED,PROPANE,OR OIL FIRED BOILER a ®' '- w20 1 1 4080 48" 9b" BOT.AWN.TEMP WITH MINIMUMAFUEOR94%. ---- 'q ® n / - i-81/2 � - W21 1 1 4080 45" 9b" BOT.AWN.TEMP w 1N I' r 5'-- 1n" B'-2" - Z IN22 1 1 4080 48" 96" BOT.AWN.TEMP ENERGY CREDIT 5c ZzZ _ 4X6 o W . (� YV23 1 1 4050 46" 96" BOT.AWN.TEMP EFFICIENT WATER HEATING d v m - m F v , _ IN24 1 1 3646 42" 54" PIG. TCHy-p - m m m cs m T ' W25 1 1 3646 42" 54" PIG. -GAS FIRED, PROPANE,WITH MINIMUM EFOF91%. o ® o� ® n py7N, /QDGfMf aI! ® ;b XI'' v Lu w26 1 1 3012 361, 14" PIG. HEADER SCHEDULE - u`N, aX6 `"' o O - 4` • -'�� _ _ _ -'F�_ I Imi1 m Q (� cp m 1 3'-0" 3'-d 3'-0" 3'-0" 3'-0" 4'-31 n" i�1 W27 1 1 3012 36" 14" PIG. jn 4X6 ( - - - - - - - - - - - - -- - - - j W28 1 1 3012 36" 14" PIG. a. o o -rMARK SIZE/TYPE FRAMING HARK 1 W29 1 1 3050 36" Coll LASE 2'-0"L-i - - - OL - TRIMMER:USEHIM., I2 .ORWNLENLEDFLANGEHAN6EKEACHEND. N BEARING TOP05T ( DESK - - - - - - -� 16 51/2"X12"GLB-TOP@1211/8"YV30 1 1 3050 36" 60" CASE. ASALT,MAYUSEFO4FOR0MF66FOR5XPV , 20H- a MIN.(2-2x) -EXPOSEDW31 T 1 3050 36" boll LASE. (2)2X6HF#2 ✓N65TUD:FULLHEI&WMMBOTOMPLATETOTOPMTE - - -- OR PL.TO FL.HTS LESS THAN 17.OPENINGS 5 W DE AND LESS.USE MIN.,(1)2%EIGH EN z = .0 N - ry Y432 1 1 2012 24 ' 14" PIG. -4X&HF#2 PL TO PL HTS LESS THAN 17.OPENING5 WDER THAN 9,USE MIK,(2)2X EACH END. - - - --FEZ W33 1 1 2050 24 ' Lu 60 ' CASE. PL.TOPL.HT512" RTHAN/7 USEMIN 2XEACHEND 16'-21r2 23'-l0"N134 , 1 36010 42" 10" PIG. RIMMERUSEMIN 1 2X OON6E1WI6EEACH END 4 ® O '-b" 24•�•-(2)2 6HF02 -A5KT,MAYU5EFUFOR4XORFL6FOR6XWW5. 21 H HALL121 1 7020 84" 24" PIG. qNO STUD:FULL HEIGHT FROM BOTTOM FLATE TO TOP PLATE. < - o-FL TO FL.HTS LESS THAN I7,OPENINGS 9 WDE AND LESS,USE MIN.,(1)2 EACH END. - w3b 1 1 7D20 84". 24" PIG. '4 X B HF#2 .PL.TO PL.HTS LESS THAN 17.OPENINGS WDERTMAN 4,USE MIN..U12l1 EACH END. V O J gMp� ❑ m 102 5Q FTm m sw�"f Q V m -PL TO PL.HT56RUTERTHAN 17 USE MIN. 1K EACH END. m BEARING TO P05T (I Q D_ Q W31 1 1 2650 30" (70 LASE. TRIMMER USE MIN., 1)2x OROONOEALED FLANGE HANDEK EALN ENO. O o pp, 1a rEILING ® V tY MIN.(2 G60 N OL w38 1 1 6320 75" 24" PIG. (2)2 X 1D HF#2 22 H `^ m L.1'-10"- )-2'-0"-{ S m O KING STUD:FULL HEIGHT FROM BOTTOM PLATE TO TOP PUTS. W39 1 1 6320 75" 24" 5L. X1 OR .FL.TO FL.HTS LESS THAN 5 OPENINGS 9 W DE AND LESS.USE MIN.,(1)2X EACH END. m D' X1 < 2b80 ) 2680 a v m Lu V440 1 1 2b50 36" boll CASE, -4X 10 HF#2 .FL.TO FL.HTS LESS➢ 17:OPENw65 WDER THAN 9.USE MR.(2)2x EALH END. -PL TO PL.NTS GREATERTHAN 12 USE MIN. 2X EALN END. i- 1 w41 1 1 2650 30" bO" PIG. TRIMMER USE MIN.,(12x,OR LONCEALED FLANGE HWGER EACH END. Z .p m wag 1 1 2650 30° 60" CASE. +x1oHF#2 23H r THEATER BATH I` -sET GUEST BEDROOM QN (y KIN&5T.10:FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE ^, YV43 1 1 io7o 12" 64" PIG.TEMP. OR -PL TO FL.HTS LESS THAN I7.OPENIN65YWOE AND LEb.USE MIN.,(1)2X IICH ENO. q .p II m 3ti 5G1 FT "D IIaQ 1 -bX10HF#2 v 21) 5Q FT in 64 5Q FT 1 280 50 FT _ T YY44 1 1 6320 75" 24" PIG. -PL TO PL M5LE55 THAN 12.OPENINGS WOERTHAII Y.USE MIN.,(2)2X EALH END. O O - V ( 1D'GEILING �00 v FL,TOPL HIS GREATERTFNN 12 USE MIN. 2X FAfM END. 4X6 9 in 1 1, 10'CEILING p-q tn' 10'GEILING z �_, td CEILING o1n_ m W45 1 i 1616 10" 18" AWN. HDR LENGTH:THIS HEADER T05PAN FROM FXTEROR WALL TO EXTEROR WLLL, p O 1'- 1n" T-1" I - -5'•91n" Ip gfOlD ® APPROXIMATELYI6'. 25 H N ,� 1 4X6 r m w46 1 1 1616 181, 181, PIG. SHEARWALL . o W47 1 1 4020 48 ' 24" PIG. BEARING: I ArncAccESE a in -ATONEENDBEARON BSW-SEE TlUT W1DUT FOR CONNELTION.EXTEND OVER - LINEN O W48 1 1 6320 75" 24" PIG. -6x10HFm 85WTOBEAMPOLKETINWALLLOWIER - o - - - - ' I ❑ ( - Ai 1n a6 w49 1 1 6320 75" 24" PIG. 5X OR AT OTHER END BEAR ON MIN.,3 STUO5IN 3 MIN.,BEAM POCKET IN Y INTERSEG d ( 11 � � LL d �O z w50 1 2 4016 48" 18" AWN. GLB _5.5X9GLB FL,TO R.HTS GREA ER THAN I7,USE MIN.,2)2X EACH END. L L _ _J ryV - Oz WINDOW MULLIONS: 1 ID N VY ® O O OIn- W51 i 2 4016 43" 1e" AWN. -USE 2,2X6 MULLION BETWEEN"NOOPIS,5PAHNING FROM BOTTOM RATE TO Bcrr m mr 1 ,OOm Oy R OF HEADER. � m u" o W52 1 2 4016 48 18" AWN. -fANNECT TO HEADER WTH2.I39 oR SM{AR BREIMEDIATE HEADERS BF AIN'f)Io m I ;o m ti U1 r 4X6 @108" , - ' 4X6 �_ ws W53 1 2 4016 48" 18" AWN. MARON MULLIONS WTHHUO ORSIMIAR II TO y� (V J 5 To w GENERAL NOTES ❑ ry 4X6 96 = � w W3456010 PIG. WHO X7 @ 108" X1 @ 108" 2 3-9 3'-b" 5'-9" h - ' rw�R ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWIE. !' IN361020 PIG. W357020 PIG. yW�3220t2 PIG. o w312650 GA 12050 GA5E- ALL HEADER MATERIAL TO SE 4 x 10 D.F.#2 U.N.O. 0'-1" T-0^ �0 3 r-o" - -3'-r 7'-ell s'-a"-- - 16'-3 z-9" O r oo � FLOOR PLAN NO E536� VERIFY HEADER HEIGHTS WITH SUPER. 18'-0" -t3'-0" 19'-O• - - - - 12'-0" - - -- o ALL EXTERIOR WALL5 ARE 2 x 6- 16"O.G.STUDS,UNLE55 NOTED OTHERWISE 3 rc`O b° SMOKE DETECTOR. EVERY DWELLING UNIT$HALL HAVE A MOKE DETECTOR LOCATED PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&GOLD SHUTOFF o O z U 6 IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED THE CORRIDOR OR AREA CONTROL VALVES&WASTE AT INkSHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL y 3-m p ALL INTERIOR WALLS ARE 2 x 4-16"O.G.STUDS, UNLE55 NOTED OTHERWISE. GIVING ACCESS TO EACH 5EPARATE SLEEPING AREA IN CONSTRUCTION, COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF 1°3 N. REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRI RY POWER FROM THE THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR LL Q�o�-z PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER BUILDING WIRING AND SHALL BE EQUIPPED WITH ABATTE BACKUP, SMOKE EACH 90-DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUGT OF DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. m�,?M I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR D2a>L LOCATIONS. ❑ MECMANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE �"'� 2 SHELF AND HANGING ROD. I PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 � 0. � RA M I N V N®T�5 G FM AND SHALLINTO THENOT BUILDING. MINIMUM DUCTHAN SIZE EET 4 ANY INCHES. WINDOW ��II �e i 10 AOR ND BAT FAN TO BUILDING. MINIMUM DUGTSIZE OUTSIDE. HES DRYER,KITCHEN, WINDOW FLASHING' INSTALLATION 80ZI AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK °z$r ❑ PRIOR TO INSULATION FOR FRAMING INSPECTION EXHAUST FANS TO BE H O z 3 BUILT IN SHELVES. CONSTRUCTED OF SMOOTHBORE,NONGOMBUSTIBLE MATERIALS. APPROVED FLEX STEP # 1 1 STEP # 2 STEP # of REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DOMESTIC DRYER NOT EXCEEDING b FEET IN LENGTH MAYBE USED IN C.ONNEGTION WITH z o: DOMESTIC .ATTIC CCE5 FLAN " AREAS F z COORDINATE wl MECH.&ELEC.FOR LOCATIONS 8 SIZES OF FOUNDATION/SLAB/J01575 22"x 30"MIN.ATTIC ACCESS TO BE ACCE5518LE WITH UN085TRUGTED HEADROOM. �, R,N1 TC FRAME OUT ACGE55 HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1n"PLYWOOD. BLOGKOUTS. ® GABINE7-OWNER/C.ONTRAGTOR TO VERIFY. 1 1 1"Mlrrm�:�. _____.__ ACCESS LOVER IN GARAGES TO BE HINGED AND SHALL BE OR _ SEALED TIGHT OWNER APPROVAL FLOOR JOIST OR ROOF TRU55lRAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC DESIGN � MAIN FLOOR 3,044 SQ.FT. ONLY,MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE EGRESS WINDOY45 SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.1 GUARDRAIL 36•'ABOVE FINISHED FLOOR.STAIR HANDRAIL 36°ABOVE STAIR N051NG. / - -- - BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24° 1 2 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS ,I HIGH. SILL HEIGHT MAXIMUM 44^OFF FLOOR. THROUGH PER I.R.C.SECTION 312.2. TOTAL LIVING AREA: 3,044 5G2.FT. INITIAL: ALL TRUSS TO TRU55&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUE PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR STEP A- - PAGE: FLOOR SHEATHING TO BE 3/4"COX OR 055 5TURDI-FLOOR T&G,GLUE AND NAIL W/RING SHANK WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH r� TRIM PACKAGE,CONTRACTOR 511ALLA55UME ALL OPTIONS, REFER TO `-INSTALL TYVEK HOUSE WRAP UTILITY 63 5Q.FT. ed'B @ 6"EDGES&17'IN THE FIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF © AS AGLOGK TIMER WRH AZONE RATING OF 1.5 OR LESS, 1 ✓ MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-GOMBU5TIBLE , . SHEATHING TO BE 7/16'058 OR EQUAL. SURROUND&HEARTH MATERIAL. STEP TALL STEP B- GARAGE 1 013 SQ.FT. F.A.U. E 1 A HIGH PLATFORM.TOP OF PLATFORM TO E 1 V8'•T& . PLYWOOD. GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR µ / PROVIDE SOLID BLOCKING E THE STUDS A CAVITY BENEATH ALL POST LOCATIONS AND EXPOSED FACE AND SIDES IN HAVE 1 LAYER AG E55 ONLY GYP.BD. NO FURNACE SHALL 14 ��` INSTALL TYVEK APRON - INSTALL TYVEK TAPE - BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. � BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY 4R TOWhR05 FLOOR DRAIN. ,tl BATHROOM,OR CLOSET PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF BELOW WINDOW SILL ENTRY PORCH (COVERED 1245Q FT) 234 SQ.FT" PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE FURNACE. ♦ (UNCOVERED 110 5Q FT) OF; STEP B- 15ALOADBEARINGwALLABOVE. 15 TEMPERED GLASS ALL BUILDING WATER SUPPLY SYSTEMS IN WHIGi QUICK ACTING VALVES ARE INSTALL VYGOR ACROSS WINDOW SILL OPEN DECK 306 SQ.FT. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. .INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES STEP G- RESULTING FROM THE QUICK GL051N6 OF THESE VALVES. DRAIN OUT,NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE / INSTALL TYVEK FLEX WRAP COVERED DECK 1'19 SQ.FT. _ INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE CONNECTIONS AS WELL STRAPPED WITHIN UPPER 1/3 AND LOWER 113 TO PREVENT OVERTURNING IN AN 16 20 MIN.FIRE RATED DOOR. Ld ��.�%� 1- rA I5,,,� d P VV�e AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. EARTHQUAKE. / V IN WINDOW CORNERS STEP A-INSTALL WINDOW&4"VYGOR TAPE J. 5YKORA, GPBO r-0 - ----- - 38, „ 8-0+ 48-0' _.._--- ----- --- -- --.... --- -- - 3 0' 15'-0" E - - - — - — ---- - — - -_-- - --- — - -- __ ---_- J. STERLING - -- FASCIA "(VENTED) b I b 2 X 12 FASCIA-24"OVERHANG(VENTED) 2 X 12 F o HANG(V (V 2 X 12 FASCIA 24"OVERHANG `"` PLATE 121 1/8"-12 HEEL 1 PLATE 121 1/8"-12"HE I A7 A7 -- - Al ! PLATE @ 121 1l8" 1 2 3 (VENTED) 3 1 '�' � � � @ q � .� I I 0 o w w A7 A7 -- - A7 A7 r cv cr cr - Z �A BEA NGTOP MANUFACTURED TRU55E524 O.G. _ _ z ®� � 09 Ob 17 MIN -2x) 11 N IN 5.EAM METAL ROOF '� ��cj� O w STANDIN O OF DIAPHRAGM TYP. - cV a � PLATE @ 121 1/8" 2. I a „ H cr C4 A7 N w } $ it o 0) MANUFACTURED TRU55E5 24" O.G. �}� �_ Z SEA_ M METAL ROOF v d)YJ j 0 - - 11 RD ROOF DIAPHRAGM TYP. I c � � U) gl�l�7 o W I I L F > `-51MPSON HANGER5 F<— I -- b 2" w A20- Z 1 1/2:12 L_ — — 2 X 12 FASCIA-24"OVERHANG(VENTED) 11 Al -to LIA Olu 3: rs,.t c.Y . g ~w �� (8 2x) 5H6 �IMPSON HANGERS sH I.I -:� " VL w fn q- - MANUFACTURED TRU55E5 24 O.G. P _ it -_._=� O___-- STANDING SEAM METAL ROOF -Ll SHB - — -II- 1 — — —1� LL F z p 11 RD ROOF DIAPHRAGM TYP. 1 f 1 a BEARING ALL \ U— �3 5 1/2"X 12"CEILING BEAM 2 __ 1 = xj C - C4 � � N C4 -BOT. 121 1/8"-WRAPPED N - --a Al N A7 A7 _— < 51MP50N HANGERS r •- `- `-''' `- C`! tV (V 1 114 + a PLATE @ 121 1r8" Al 2 x 12 FASCIA A7 .-- e- 5H o -24"OVERHANG(VENTED) --. . m - - 1 BEA N TOP ` in 1.5X5 LVL POS flP Z 1 1/2:12 n w MIN. -2aT PLATE @ 121 1/8"-15"HEEL 5 A7 CANTILEYE o .(2) wtu 1 .. 1 1/8"-13"HE lu ID I, A7 A7 a n -" ._ - --. n PLATE @ 12 _ _o 2 X 12 FASCIA-24"OVERHANG(VENTED) HANGERS- ,----- o M 5T NAGTURED TRU55E5 24" O.G. ! w R i NTED) _ RNGHAN v 11 RE) ING SEAM METAL ROOF o n _ I I: r DIAPHRAGM TYP. -- �- _ 1/2:12 I �__— i. ROOF 1.5X5 LVL POS 11P 1 - Al 0 o 0 2X12FA5GIA-24"OVERHANG(VENTED) r-D"-{ I`2-0 4� MANUFAGTUREDTRU55E� i° � V v o"- 5 24"O.G. LL s INO 5EAM METAL ROOF - 51 RDDROOF DIAPHRAGM TYP. ry $ 5IMP50N HANGER TYPES o --® 5 12i - 6 cy A"/ 1.sx5 LVL Pas 71 0 MARK TYPE SIMPSON HANGER MODELS c P 7 m° B W1.AG l AGE rj 10 1/2:1 - te Z Q' illm BROOF DIAPHRAGM X O x Id _ - w- QX 2 SH1 P05T GAP 2.LGE < m cn SHEARCAPACITY GOODFOR EH 230PLP-SEISMIC,EH=322 PLF-WIND.MAX ASPECT RATIO=3:1. 3 RTC ry< m _ 6'- _ BEAw TO POST 3'-0" 12'-0"--- 7-0" o I1J q) •• N FRAMING:TRU55E5 OR RAFTERS:2X AT 24"OC, MAX. 1.H2.5A w r-o' -�sHa a-0"-- �3'-0" _ _ _. _ 1 -1 4T] W ---- - ---- - 'OVERHANG(VENTED) J Z ro • CONNEGTIONAT5UPPORT: -- - SH3 2.H1 p , -._- BEARwGYWLL — - �. - -.-- _ D A-� _ oucEreEAM 2X12FA5GIA 8' - �— d O Z SI w TRU55 SEISMIC& > PLATE 168"- 12"HE 5 1/ ---- --- --__- __ ----- - O HURRICANE TIES - -- - - _ - - --- - - ---- - — — — — 2' X 10 1/2'GLB-BOT 121 1/8"-WRAPPE WHERE GONNEGT£D TD SHEAR WALL,CONNECT PER SHEAR WALL CALLOUT. d. - sHa @ _ WHERf TRU55E5 OR RAFTERS CONNECT TO BEAM,USE H2.5,OR A34 WITH SCREWS,OR SIMILAR,7YP.' IT 11 118 - o RM4 0 -� ! 5 1/2'X 12"GLB-TOP @ 121 1/8" � f � Q d m P T MIN & H BEAM HURRICANE o a) n EXPOSED 5 AT LEDGER,CONNECT PER 30L. SH4 1.HOA10 H - -_ -- - _- _ - & HURRIGANETIES n � JJ-_ L_ - A7 I _ I _ * -_- - O ( - 2X 12 FASCIA-24"OVERHANG(V£NTED) i , 7 - - 1:12 to ZLU di NAISHEATHING NGI U5 SD ATTb'GEDGES,E2'DFIE D 0O '--- _ _-.. _-- - - -- - 5H6 FAGS-MOUNT 2.HUS 4.W — - 2 sH3 _- 1/2;12 -- __ _ ♦1/2:12 , 41/2:12 A7 _,_�o a W w > 11,13 -- - - --- - - - -- - JOIST HANGERS O w q H • BLOCKING:NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. O S.MU5 1 2 = ----. ._-- - - wtu STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF _ O Q tu In w A7 __ Al - i---_ _ A7 ?_ - i = 1L 7/16" HEATHING m o r z S _ - _..- _. . -. --- m i F Q 'p ®I w z O 1/FFLE ATHING 5 _.. ---. ----- _._ - -.- _ I w - - w `^ HEEL VARIES / :r 1 - O z 12 AIR BAFFLE NU 1"GAP� f MAN .TRU55 � 4 j � m � q d q d .- PITCH VARIES MANUF.TRUSS f d _ _ _ -.. - - _ - I If T - d Z QIJ- _._-_ ® m. v z Q ++ R-49 INSULATION- 2 0 R PITCH VARIES X v w O o: P N } -__=w a - _ — - -a p, - N W HEEL VARIES _ LL - --_- _ :__:_ __ -_ _ _ _ _ _ p ry_ --- _ O .2 X 12 FASCIA OU7L _-< 'T w w x sHa r+ ALUM. DRIP EDGE _ - _ ENGLOSEDISOFFIT VENTE BLOCK 2'_0,. 1 0"r- 1/2:12 ___- ._ - -- --- __--.. ---- W O — -- I ' ~ 1.12 _ � '- d J GUTTER - O . `` 2X10TAIL wI V 2 X 12 PRIMED FASCIA — - 1'-6" - 1 \a - - /-09 INSULATION - i -- STRIP VENT VENTED BLOCK ~ n OVER-FRAME BEARING ro Posr ♦1/2:12 W f = ♦1/2:12 5 tl2"X 12"GLB-TOP @ 121 1/8" 5H '~` -- —_- MIN(2-&) d - -EXP05_ED 1 �•/ Z LU _ o ENCL05ED SOFFIT -- „ 5/8"5HEETROCK - GIRpE --- - - W W Q 1 " W -- � 2-0 1/2"5HEETROGK 1/2"SHEETROGK `5/8"SHEETROGK PLATE @ 121 1/e'` 16"HEEL ,i R rR(J LU W U rBEAM = O Q R-21 INSULATION 2 X b WALL �- IMP50N HANGERS SS 51MP50N HANGERS O 2 X 12 FASCIA-8"OVERHANG(VE ED) m 2 X 6 WALL .. ---- --- — F z - 12,-0,� _ _ 2,-0. 'oo O ■ (� �/ - - vo I ((n�L v , � W N BEARING TO POST Z Q li-. TYPIGAL EAVE DETAIL 2 X 10 TRU55 TAIL DETAIL Q m w LU Cj) 5GALE: 1/2"= 1' \ L� SCALE:1/2=1' ,V f I f > _.._ Z 4 w ' u z CV _ .�_ cN W Z AIR BAFFLE W/1"GAP VENTILATION NOTCH STANDING SEAM 16MSHEATH�NOG o MANUFACTURED TRU55E5 2 j 'u _ w 1/2:12 1 ♦1/2:12 W m MANU.TRU55 5TANDING SEAM METAL ROOF f cr 4n O.G. U <�.�II -- - emceccess 1 O cn rrr 12 AIR BAFFLE W/ 1"GAP\ 5TANDING SEAM METAL ROOF �, R-491NSULATION 7/16"5HEATHNG 11 RD ROOF DIAPHRAGM TYP. m Q w�.�b MANUF.TRU55 V n43 f V oiog VENTED 2X 0 1 VENTED BLOGK� n 3 ♦ X ' I sH6 -. 3 2 uNd. ° o 15"HEEL A7 (V fV �Q! e Al Al r awos BLOCK OUTLOOKER 5/4 X 12 FA5GIA _ _ _ — X � ALUM. DRIP EDGE _ - 2X NAILER GUTTER 2X 10 TAIL �p - 2 of ''--� -- 3 o~�z> STRIP VENT to '� A7 r' Al BUILT UP D SOFFIT STRIPY NT� 1 II, I ,-0„4 0 2 X 12 FA5GIA - t - - Mow o ___. 11 1 .. R-49 INSULATION _ 1/2' 5HEETROGK RAKE WALL ENCLOSED 50 f� �� 9 2 X 12 FASCIA-2 2 N 24"OVERHANG n _ Mow "y h 518' SHEETROCK \ 2 X 12 PRIMED A sH 4"OVERHANG(VENTED) VENTED r „ '' r-0„ o r,-'o —._ 11 2-0 � 3-r7 (VENTED) 2X12FA5GIA-24"OVERHAN6(VENTED) og€f NFaWF 2X6NALL T&GCEILING I -- -- --LL--__._- _ - -.. —. .._. —� �— - - -- - ...._ _.._ - _ _ -- 2;�zff 2 X 6 WALL I' 2 0^ R-21 INSULATION- 2'_Q" --_ EXT.SIDING �o'.56 _ 1 �ozw _ 1=OR AMINO NOTES "°_� o3Qoa ROOF EAVE DETAIL @ TRU55 RAKE CANTILEVER TRU55 DETAIL 5 8 zo4z= 3 SCALE: 1/2=1' SCALE:112 11' y`°"<. 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. )?g o g u RHO MANUE TRU55 ENGINEERS ENGINEER5 2.COORDINATE W/MECH.&ELEC.FOR LOCATIONS&51ZES OF FOUNDATION/SLAB/JO15T5 m z o MANUE TRU55 BLOCKOUTS. O o60 SHEAR WALL MARK STANDING SEAM METAL ROOF MARK m o STANDING SEAM METAL ROOF 12 12 PER PLAN 7116"SHEATHING 7/16"SHEATHING - 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC €o 2 X 4 BLOCKING CONTINUOUS BETWEEN TRU55E5. ` SCREW OR RING SHANK < AIR BAFFLE W/1"GAP iAIR BAFFLE WI 1"GAP V5 L br7 L DESIGN ONLY.MANUFACTURER APPROVAL P AND SUBMIT ENGINEERED DESIGN TO N r 1/2 1 ROOF DIAPHRAGM EDGE NAILED TO BLOCK. � iF "�z ALUM. DRIP EDGE 12"HEEL NAIL BLOCK TO BLOCKING BEHIND SHEATHING PER ER ROOFTHE BUILDING iL- WI 1bd @ 6"D.G.STAGGERED LOWER ROOF INSTALLATION. DEPARTMENT FOR APPROVAL PRIOR TO THE FABRIGATIONAND NO HEEL ALUM.DRIP EDGE O E N E RAL NOTE 5 GUTTER __ _ _ _ _ 12 OWNER APPROVAL 2 X 10 TAIL HURRICANE TIE HURRICANE TIE GUTTER PITCH 7/16"SHEATHING 2 X 4 BLOCKING CONTINUOUS 4-ALL TRU55 TO TRUSS&TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 2 X 10 TAIL VARIES BEHIND TOP CHORD OF TRUSS TOP CHORD OF TRUSS OR MIN.HEIGHT 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. _- 2 X 12 FASCIA NAIL TO STUDS W/(2)1bd TO MATCH RAFTERS.LEDGER LOK OR 5.FLOOR 5HEATHING TO BE 3/4"GDX OR 050 5TURDI-FLOOR T&G,GLUE AND NAIL)W RING SHANK INITIAL: T&G CEILING T&G CEILING 2 X 12 FA501A ROOFING PER PLAN 505 LAGS PER GALLOUT b5L. STRIP PENT 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Bd'S®6'EDGES&12"IN THEFIELD.FADE GRAIN PERPENDICULAR TO SUPPORTS.ROOF PAGE: STRIP VENT 5HEATHING TO BE 1/16"055 OR EQUAL. MANUF.TRU55 ENCLOSED SOFFIT VENTED BLOCK 2 X 6 BLOCKING CONTINUOUS EXPOSED GLB ENCL05ED SOFFIT FOR HANGER. LEDGER PER GALLOUT 3.VERIFY HEADER HEIGHTS WITH SUPER. 6.PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T LOCATIONS AND EXPOSED GLB---- FOR SLOPED TRU55 „ , „ - -" NAIL TO STUDS WI(3)16d. 2 O 2_� USED SLOPED HANGER _LU26 OR UJ526 NAIL WALL SHEATHING TO BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. - 5HEARNALL PER PLAN BLOCKING W/8d @ 4"O.G. SHEATHING 4.ALL EXTERIOR WALL5 ARE 2 x 6- 16"O.G.STUDS, UNLE55 NOTED OTHERWISE. 7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 5-ALL INTERIOR WALL5 ARE 2 x 4-16"O.G.STUDS, UNLESS NOTED OTHERWISE. THERE 15 A LOAD BEARING WALL ABOVE. OF: LOWER ROOF CONNECTION 5 2 X 10 TRU55 TAIL BEAM DETAIL 2 X 10 TRU55 TAIL @ BEAM DETAIL // MONO TRU55 CONNECTION TO BEARING WALL TO SHEAR WALL 8 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. C�- ------------ \\ SCALE: 1/2-T- -- nn SCALE: 1/2= 1' SCALE: i/2-1' {/ SCALE: 1/2=1' -- b. PROVIDE BALKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 9.INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE CONNECTIONS A5 WELL A5 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. LOCATIONS. BUILDING SECTION DETAIL5 J. 5YKORA, GPBD E 2x10 HEIGHT RESTRICTION 458.0' 12 L� STANDING SEAM METAL ROOFING. J. 5TERLING OVERALL 1 1/2 £ ` L� COLOR TO BE DETERMINED. 2 ' _ 1 N BUILDING HT. � ra1 1 - 1 ♦ - -_.- - � NOTE:VERIFY ALL HEADER '' 1I4" 1' U.N.O. n HEIGHTS WITH SUPERVISOR b _ �l 2 X 12 FIBER-CEMENT FASCIA _ 4 3 4 u ENCLOSED SOFFIT(VENTED) X 10 TAIL -_ - GREAT/ENTRY ROOM 12 21 1 - PLATE HT. l ~ b 5 5 6 _ __ _ __ __ _- __ ❑ MANUFACTURED TRUSSES 24" O.G. 09-06-1 l 2 UPPER WINDOW HEADERS 1 1 X 1 TAIL 0 '1 a 0 GREAT ROOM N.WALL 3 X 10 TAI 3 4 S1IY'X 15'61-5 00T.®1211/8" R-491NSULATION PLATE HT. 2 _- ��u� 41 5 5 6 1 -- r� �I' 5/8" SHEETROGK p TYP.WINDOW HEADERS (u� I Ur W " " I� �I �OB�EOROOMS�HDRS HORS M o MASTER BDRM GREAT ROOM KITCHEN GUEST BEDROOM 6 R-21 INSULATION F HALF-WALL I I m 111'Lil''' 5 a 1/2" SHEETROGK � 8 T&G MATERIAL WITH NATURAL FINISH 9 MAIN FLOOR 439.5' 12 5/8"FLOOR 5Y5TEM 13 13 13 SILL PLATE _ 14 14 9 = 15 15 15 15 15 15 15 ® GABLE RAILING 36" HIGH TO GORE - FINAL DESIGN T.B.D. Mimi AVG. tJRb. 0 N GRADE 434.11' _ GRAWL5PAGE Li I Y 9 9 9TY 9TY 9 9 9 - ui in A3 A3 A3 A3 A3 A3 A3 LL " - o DECK BEAM/POST WRAPPED IN LOW POINT OF 428 78' COMPACTED FILL OR UNDISTURBED SOIL COMPACTED FILL OR UNDI5TURBED 50IL 5/4" COMPOSITE EXT. MATERIAL BUILDING GRADE - BUILDING SECTION o 3 11 1/8" BCI 6000 1.6 "I" JOISTS 16" O.G. 5GALE:i/4"-P I R-30 INSULATION (OPTIONAL OVER FINI5HED.) t} R-35 INSULATION OVERIL N CRANL OR CANTILEVER. z Q m w Q0 It rz ❑ 6 X 12 DROPPED BEARING BEAM w p p m 5 b X b POST TO FOOTING Cl J m z m �' m � fa.: Qdl <n' � (� 4"GONG. SLAB BUILDING SECTION 1 v Lu z o z wQ HEIGHT RESTRICTION 458.0' 12 I— Q z OVERALL 1 1/2 1 Z BUILDING HT. � 1 zxtoTA11 2 w _ ^ NOTE:VERIFY ALL HEADER HEI6HT5 WITH 5UPERV15OR J Lu F 4 3 4 12 v 12 x 10 T 1 GREAT/ENTRY ROOM 1 1/2 2 AI 12 V � PLATE HT UPPER WINDaW HORS. 1 6 5 5 6 1 ®ENTRY YIALL 2x 107AIL w1 1 1 Lu 4 3 3 4 ¢ O Q 2 1 4 511TX12"GEILING BEAM ' ✓ X10T — PLATE HT. -50T B" ®121 i/ -WRAPPED 5 L51MPSON HANGER 51MP5ON HANGER TYP.WINDOW HEADERS Lu -. @ FRONT OFHOUSE 7 WINDOW HDRS. 4 ®OPFILE&ENTRY m � TOP OF LOWER m NOON @ THEATER E W41-L ('(� THEATER ROOM OFFICE ENTRY HALL MASTER --MASTER BATH 5HOWER , n a� OZUV 7 aa< 6 0 s . uRBL11 sHowE _ 22(jV� MAIN FLOOR 439.5' — -- - - - - Comm 12518'FLOORSYSTEM A13) �I 13 �13 i2 rcw SILL PLATE 14i 14 2X10J015T516'O.O. \ ?mwwy v ozs�a ZwVU'p 15 15 15 15' 15 15 15 15 15 °=>w0 N� oo GRAWLSPAGE woa€ 3 z o'o AVG. �(2F, 9TY 9 '9_TY 9 �TY 9 9 oozes GRADE 434.11' A3 A3 A3 A3 -.. A3 wo?�E c " 7 oig4g Ir �aSZz COMPACTED FILL OR UNDISTURBED 501L COMPACTED FILL OR UNDISTURBED 501E //� 904 fn v A oSomu �m io PLAN AREA5 < 0 LOW POINT OF BUILDING 5EGTION s4 BUILDING GRADE 428.78' 2 SCALE:174"=1' - - MAIN FLOOR 3,044 50.FT. ccll -._ TOTAL LIVING AREA: 3,044 5Q.FT. OWNER APPROVAL UTILITY 63 5Q.FT. INITIAL: GARAGE 1 ,013 5Q.FTT, PAGE: ENTRY PORCH (UNCOVERED 1COVERED 1050F FT) 234 SQ.FT. OPEN DECK 306 SQ.FT. _ OF: COVERED DECK 17q 5Q.FT. BUILDING SECTION 2 BUILDING 5EGTION DETAIL5 J. 5YKORA, GPBD 0 HEIGHT RESTRICTION 458.0' STANDING SEAM METAL ROOFING. J. STERLING v OVERALL COLOR TO BE DETERMINED. BUILDING HT. NOTE:VERIFY ALL HEADER 2 X 12 FIBER-CEMENT FASCIA �� _ ' Z 12 _o ENCLOSED SOFFIT (VENTED) 1/4 1 U.N.O. HEIGHTS WITH SUPERVISOR it 6REATIENT ROOPLATE T 12 11/2 M w 2 2X10TAIL i 2 12 0 MANUFACTURED TRUSSES 24" O.C. Oq-22-1 1 a 1 [11 1 1/2 z 1�1 1 3 3 4 3 4 2 X 10 TAIL 2 X 1D TAIL PLATE HT. 2 2 �2 - --�-"`""-���— � 4 R-491NSULATION0) HURRICANE TIE 51MPSON HANGER b 5 \ 5 6 Z 5 1/6"X 1T GL0-TOP @ 121 1/b" � -EXPOSED 5/5" 5HEETROGK ♦U) HEADERS WINDOW tv1ll a HEADERS bXbPOST WRAPPED IN W m EXT.SIDING MATERIAL Q in -INSTALL W/SPACE m R-211N5ULATION o COVERED DECK KITGHEN PANTRY HALL OFFICE q q 1/2" SHEETROGK " � X _. 10 MAIN FLOOR 439.5' ® T&G MATERIAL WITH NATURAL FINISH 12 5/8"FLOOR SYSTEM 12 11 13► 13 51LL PLATE 51MPSON HANGER 74 14 5IMPSON HANGER $ 1l7x1T P.T.OLD DROPPED DECK BEAM 15 15 15 15 ® GABLE RAILING 36" HIGH TO CODE FINAL DESIGN T.B.D. 9 6 X 6 POSTS TO FOOTING 24 X 24 GONG. PAVER DECKING 1�■�+ �'^ AVG.ORG.GRADE W/24 X 24 EXT SIDING MATERIAL 9 9 1 O OF FOOTPRINT434.11' - BUILT-OUT PILLAR GRANL5PACE A3 A3 - TYPE AND COLOR T.B.D. COMPACTED FILL OR UNDISTURBED SOIL 4 X 12 PT. JOIST 24" D.G. j DECK FASGIA5/4" GOMP. EXT. MAT. E LOW POINT OF 425.?8' COMPACTED FILL OR UNDISTURBED SOIL - I N5T. W/ 5PAGER5 OU BUILDING GRADE O BUILDING$EGTION 13 11 1/8" BGI 6000 1.5 "1" JOISTS 16" O.G. a SCALE:i/4"=1' O R-30 INSULATION (OPTIONAL OVER FINISHED.) di 4 R-38 INSULATION OVER O m CRAL OR CANTILEVER. z a UA W QX � r ❑ 6 X 12 DROPPED BEARING BEAM w < O p 5 6 X 6 POST TO FOOTING -1 Q z m Fr� dILm31 BUILDING SECTION 5 ,6 4" GONG. SLAB �u `ul l o z 0 Z !.0 z HEIGHT RESTRICTION 458.0' Z Cl < OVERALL BUILDING HT , n NOTE:VERIFY ALL HEADER w v • (y HEIGHTS WITHSUPERV15OR 0 12 2 2X10TAIL 4 �-�-1 2xtoTAIL 2 12 J w V � 1�� v N GREAT/ENT YRooT 12 �- PLATE 2X10TAIL 2 lu 1 2 6 5 5 6 12 v UPPER WINDOW HEADERS 2 2 X 10 TAIL 4 W 4 3 ®GREAT ROOM N.NALL Lu O O 2Xi0TAIL 4 O `�, 3/4"5VB-FLOOR- _ PLATE HT V PLATE HT. 8 - HURRICANE TIE 2 I 'p' ��' 2 X 10 PLATFORM 6 5 SIMP50N HANGER 5 6 1 5 1/B"X IT GLB-TOP�121 11W — 51MP50N MANGER 5 1/6"X IT C LB EXP05EP®121 1/B" @ FRONT OW HEADERS 12 Lu -EXPOSED 7 5 6 EXPOSED FRONT OF HOUSE ? ►i— ^/ Q T•P.WINDOW - - 4 _ _ N v HEADERS 6 X 6 P05TWRAPPEO IN \l v - z ry EXT.5IDING MATERIAL I z - 34 x a CULTURED STONE ! m INSTALL NU SPACE s _y_ i BuaT.our PluAR 0 DECK KITGHEN WET BAR HALL POWDER ENTRY PATIO q q J _> pZUV o4w¢a¢ ® HEM w� g 10 _ 16 MAIN 16 oa�sw FLOOR 439.5' o o - S a o MAIN FLOOR 439.5' 12 5/$"FLOOR SYSTEM 12 COMPACTED FILL OR UNDISTURBED 501L 11 51MP50N HANGER) '1�' 13 SILL PLATE ' _ - 14 14 15 �15 15 15 15 5IMP50N HANGER __ - — __ -- w� w g.=w� BUILDING 5EGTION \�\) w1a-= 6 X b POSTS TO FOOTING SCALE:1/4"=1' o?o AVG.ORO.GRADE WI24X24 EKE SIDINGMATERIAL -- 9 9TY 9 ----- -_ ' ^ rco0i OF FOOTPRINT _ v No2 1 a34.11' BUILT-OUT PILLAR GRAWL5PAGE A3 A3 A3 ZUZUU S N¢ o- OS�Zo 22OQ2 COMPACTED FILL OR UNDI5TURBED 501L w Z N 9 9Aa Q pOUV -. H�O LOW POINT OF 428 l8' COMPACTED FILL OR UNDISTURBED 501E P1.As,N l'I J� REI'�.J J� G BUILDING GRADE MAIN FLOOR 3,044 SQ.FT. (�] : y= 4 BUELDING SECTION TOTAL LIVING AREA: 3,044 5G.FT. OWNER APPROVAL UTILITY 63 50.FT. INITIAL: GARAGE 1 ,013 5Q.FT. PAGE: ENTRY PORCH (U0NvCOVERED 10 50FT 234 SQ.FT. OPEN DEGK 306 50.FT. OF: COVERED DEGK 1lq 50.FT. BUILDING SECTION 4 BUILDING SECTION 3 EXTERIOR DETAIL5 J. 5YKORA, GPBD STANDING SEAM METAL ROOFING. J. STERLING n COLOR TO BE DETERMINED. m GHIMNEYGAP -3'-2"—�{ �+ 12 458.0' HEIGHT RE5TRIGTION 1/4 = 1' U.N.O. 9 OVERALL 2 X 12 FIBER-CEMENT FASCIA 1 1/2 1 121 2 BUILDING HT. p NOTE:VERIFY ALL HEADER F. 3 4 12 b HEIGHTS WITH 5UPERV15OR 0+06-1 1-Y w CONTINUOUS ALUMINUM GUTTERS. 1 1 2 8 9 8 9 12 1 1 PLA EGREATHT.TRY ROOM 1 2 ENCLOSED SOFFIT - INSTALL T&O PINE 2 1 b a WA UPPER WINDOWHEADER5 ® WITH NATURAL FINISH. 10 Z 4 ®GREAT ROOM N. LL 4 C7 - - - 3 I' I 2 9 10 2 PLATE HT EXPOSED GLU-LAM BEAM U) 10 4 WITH NATURAL FINISH. LLI W263012 PIG. W213012 PIG. Z,263012 PIG. r7 b W794036 PIG. W784036 PIG. W174036 PIG. W164036 PIG. W113012 PIC. W103012 PIG. W093012 PI6. W063012 PIG. 0 ®ACKOFHOU5EE © T&G MATERIAL WITH NATURAL FINISH J. ~� LOWER WINDOW HORS ON EXTERIORGEILINGS I ®BEDROOMS l 15 �; 8 9 9 4 a CULTURED STONE. TYPE AND COLOR a ;III �J ' 13 m TO BE DETERMINED. 6 5 3646 PIG.=W24 3646 PIG.----- _� �o Ll 11 �+ METAL SIDING - STYLE AND COLOR TO BE W313050 GA5E. W303050 GA5E.W293050 CASE. EEE�12 '12 W153050 GASE. W143050 CASE.W733050 GASE. W723050 GA5E. ® DETERMINED _ 111111 lull. m MAIN FLOOR W234050 BOT.AWN. W22 4060 BOT.AWN. W21 40DO BOT.AWN. W20 408 12 5/8"FLOOR SYSTE 0 BOT.AWN. 439.5' i M ❑13 13 13 SILL PLATE G� "X" METAL CORNER TRIM y 14 15 14 14 15 15 14 v � O LP SMARTSIDE LAP 51DIN6 INSTALLED W/ x T' OF EXPOSURE. PAINTED FINISH. s 9 10 10 9 8 8 10 9 454.11' AVG. 0RCr U) GRADE LP 5MART51DE LAP SIDING INSTALLED W/ m PLAN ,�eRE�S To OF EXPOSURE. OLD CHERRY E v WOODTONE FINISH. m MAIN FLOOR 3,044 50.FT. (2 GABLE RAILING 3b" HIGH TO CODE - - --- TOTALLIVING AREA: FINAL DESIGN T.B.D. 5Q.FT. 42a-78' BUILDING GRADE _- - --- O UTILITY - 63 50.FT. -__-- - _ _ — --- _-- -- -- - ____._ 3 5/4" COMP051TE DECK FASCIA. O rn tu GARAGE 1 ,013 5Q.FT. z s `ILIn m 9 (COVERED 124 50 FT) NORTH ELEVATION Q m ~ r ENTRY PORCH (UNCOVERED 11050 FT) 234 5Q.FT. 14 A z 1 � z N BUILT OUT b X b POST. � Q � � OPEN DECK 306 SQ.FT. SCALE: 1/4" = rtu boo DECK BEAM/FO5T R DECK 1'I4 50.FT 15 5/4" COMP051T .M PPED IN COVERED EXTMATERIAL E ED NORTH ELEIVATION w w o v � U- Z o z w � HEIGHT m CHIMNEY AP I-- F-2' -{ RESTRICTION r 458.0' 1 T 1 _W LU OVERALL 2 2 2 ,J T NOTE: V (�/ BUILDING T. HEIGHTS WITH SUPERVISOR 1 ` 1S 2 . 4 8 9 b 9 8 8 4 2 I— Q 12 �10 1 1 W � � GREAT/ENTRY ROOM 1 2 2 2 2 ® Q PLATE HT UPPER WINDOW HEADER5 1 9 1 1 1 4 8 8 8 4 �-/ 0 GREAT ROOM N.OALL 41 (L _..� v 3 3 3 3 9 PLATE PLATE HT. 2" HT. w (3lY 4 5 0 0 0 0 �N cv b o TYP.WINDOW MORE W06 36010 PIG. W05 36010 PIG. W04 56010 PIG. W03 36010 PIG. W02 3bO1O PIG. W01 3b010 PIG. ;? ;t ®BACK OF HOU5E E_z m m 37 n 15 9 10 9 8 10 10 10 9 10 9 8 8 8 Q o Z wood O T pZUo 1 12 MI 2040 E. O o s Qa°4F4 22(�l�R W OF MAIN FLOOR MAIN FL. :aww 439.5' F�agW 439.5' �w w" 12 5/8"FLOOR SYSTEM w <w 51LLPLATE i��€� Ll 13 _.1 3iga: 14 15Lu 9 10 9 8 9 10 6RWs (� °°g5$ AVG. 0 kO-- +s— 1°W.- GRADE 434.11' — U qs i9p�p-H �W�ULR w amp OM N iz�o X LOW POINT OF wa°o BUILDING GRADE L >3 428.78' IL — OWNER APPROVAL INITIAL: Y"go,[E5T ELEVATION PAGE: 5GALE: 1/4" = 1' OF: - -- ---- --- _ YNEST ELEVATION EXTERIOR DETAIL5 J. SYKORA, GPBD ry ngq--F^ m ❑ STANDING SEAM METAL ROOFING. J. STERLING COLOR TO BE DETERMINED. n 2 X 12 FIBER-CEMENT FASCIA 1/4" = 1' U.N.O. P H CHIMNEY CAP 12 458.0' HEIGHT RESTRICTION CONTINUOUS ALUMINUM GUTTERS. d --x 1.5 - OVERALL °0 BUILDING HT. Il 11 � NOTE:VERIFY ALL HEADER ENCLOSED SOFFIT - INSTALL T&G PINE HEIGHTS WITH SUPERVI50❑ ® WITH NATURAL FINISH. 2 q 8 9 8 4 3 � Z W53401b AWN. W524016AWN. W514016 AWN. W504016A4NN. 4 1 GREAT/ENTRY ROOM �❑ 12 UPPER W NDOW HEADERS PLATE HT. EXP05ED GLU-LAM BEAM 12 ❑5 0.5 12 2 1.5 ®ENTRYNMLL WITH NATURAL FINISH. � 1] 3I 2 T17i 1 1 3 1 4 4 4 ❑ T&G MATERIAL WITH NATURAL FIN15H 2 8 - PLATE HT. 6 ON EXTERIOR CEILINGS 2 2 -8 4 5 6 5 T P WINDOW HEADERS 11 - 6 ®FRONT OF HOUSE ❑ CULTURED STONE. TYPE AND COLOR LOWER WINDOW HDR5 p _ ®FRONT OF HOUSE TO BE DETERMINED. W44 6320 PIG. W49 6320 PIG. W45 6320 PIG. W39 6320 SL. W36 b320 PIG, a imima ❑ W451blb AWN. - `� R 8 9 METAL SIDING - STYLE AND COLOR TO BE 11 9 8� 9 11 11 7 _ 9 P o [] DETERMINED 6 1blb PIC. • 2 2b5O CASE.Y441 2b5O PIC."0 2650 CA5E. � � „X„ I METAL CORNER TRIM W4 439.5' MAIN FLOOR O LP 5MART5IDE LAP SIDING INSTALLED W/ g 12 5/8"FLOOR SYSTEM SILL PLATE T' OF EXPOSURE. PAINTED FINISH. N W EAST ELEVATION @ ENTRY SOUTH ELEVATION LP SMARTSIDE LAP SIDING INSTALLED W, LL a T' OF EXPOSURE. OLD CHERRY E 50ALE: 1/4" = T PLAN AREAS WOODTONE FINISH. 5GALE: 1/4' - 1' s MAIN FLOOR 3,044 50.FT. 434.11 GRADE 12 AVG ORG. GABLE RAILING 36" HIGH TO CODE FINAL DESIGN T.B.D. n C4 + TOTAL LIVING AREA: 3,M 5Q.FT 3 5/4" COMP051TE DECK FASCIA. O m a� UTILITY 63 50.FT. ❑ u- w s in GARAGE 1 ,013 SQ.FT. 4 BUILT OUT b X b P05T. lu o o c N ENTRY PORCH (UNCOVERED 11050FFT) 234 5Q.FT. ❑ Q Z z OPEN DECK 306 SQ.FT. j p o _ DECK BEAM/POST WRAPPED IN m a m COVERED DECK 17q 50.FT. 5 5/4" COMPOSITE EXT. MATERIAL EA5T ELEVATION AT ENTRY SOUTH ELEVATION v w Zo z ■u + GHIMNEYGAP —b'-2" --i ��-, HEIGHT r RESTRICTION Z ..J`` L q NOTE:VERIFY ALL HEADER OVERBUILDING HT 2 1 1 [2] HEIGHTS WITH SUPERVISOR < IL 3 7- LU 12 8 0.5 12 2 2 l ' 1❑ 1 GREAT/ENTRY ROOM O O Q 1 PLATE HT. 1 1•5 2 2 UPPER WINDOW HEADERS "- 4 2 W 2 4 4 4 10 3 0 GREAT ROOM N. ALL (L�L lI -a v 8 -�— - PLATE HT L PLATT 4 - —� W32 2012 Plc. !. 5' � (�1� ® - Vy34 3b010 PIG. .WINDOW HORS o BALK OF HOUSE f m o W3b-1020 PIG. VeS 7020 PIG. m -7 - 9 8 9 11 9 10 0 4 8 8 11 9 1 �5 b Z �� °iuuu 21 °ta ue V¢- O Q- • _ O U¢�y�gFW <2G'W2OaW ¢yQNO MI 2b5O CASE. W352050 CASE. MAIN FLOOR a€3�' O MAIN FL. - �'-�w z WW"' ]Lj 439.5' --- — -- ' s 3 PLATE w 2 12 5/8"FLOOR SYSTEM 3g�z 1 11 v 10 9 15 14 a w �o�s� GRADE O oZ-uty� 434.11' _ fi°`i gi c Pg D.W VOO �OUO y,�NLL Z pmN$rO o 6l0 2 `i Z LOW POINT OF X Sa° -- BUILDING GRADE lU € z 428.'f8' OWNER APPROVAL INITIAL: EA5T ELEVATION PAGE: 5GALE: 1/4" = 1' OF: EAST ELEVATION J. SYKORA, GPBD s OF J. 5TERLING S r' r j in p 1/4" = 1' U.N.O. 4 W Oq-Ob-1 I !ice fim x 'w EASAt4EaWs 4EA1, IS f:afL ST+Prj�rri. Z —i- 0 W O 1Pw w � m a J 2 ,Pw w LL E v s` 0 v N - N v- 0 z V 0 w m iPW — m � � w Q� X W r to L Q tu X 0 v\ i wd i . 1 V w PLAN AREA5LU ' Pw Z MAIN FLOOR 3,044 5Q.FT° Z d _Q z TOTAL LIVING AREA: 3,044 5Q.FT" 111 UTILITY 63 5Q.FT. --� w GARAGE 1 ,013 SQ.FT.COVERED FT) Wco ENTRY PORCH (UNCOVERED 11050FT) 234 5Q.FT° V LU � Z LU OPEN DECK 306 SQ.FT. 0 Q COVERED DECK 1l9 5Q.FT° )Y a- ,-, ,1 Q HDU2 HOLD DOWN 5THO HOLD DOWN M5TC STRAP 5HEAR 441-1-TOP CONNECTIONS OTTo Model:MDU2SDS2.5 •+#L., 5HEARwALL TOP CONNECTION 5H�RVWLL TOP CONNECTION STRONG RLL 5B ON UPPER N ��-3'-R PARALLEL FRAMING FERPENDIGULAR TRU55 LEVEL F FRAMED FLOOR Anchor Diameloor % or ' oo NO SHEATHING SPLICE TRU55 OR RAFTER '1/1605B 5HEATPoN6 Maximum Allowable rao G wRise Tension(tbs.) c SIMPSON STROEG µ O.T ryyEK HOUSEWRAP �c SIDING MATERIAL FER cnuouT, z al y OF/SP Wine ^' + � - TRU55OR RAFTER 1?SH XEETFtOOK � HGAI0 O iuz9 e e H TRUSS,RAFTER 3615 K15 c o ORJOIST W,pUNt GftOOR HEATING HGA10 PER OMIR OUT O a a w WLT5pOOU 3H•058 SUEROOR Gy a KKpE g NO SHEATHING GOUGE RIM/b °f z (�� n SPLICE NEOE55ARY a w p- NDUSkMhlletlw oRRxsOPIM)X p d m g vi y- LU z w c o t FORANLHORSOLT E RIHELO 1PW 1Pw 1PW Zp°d• F M� pwK¢WO STUD STUD STUD r _ (HDU281mIhr) _ g T,H� dar �� W w w V " Y • U.s.Pa1M�u 6.112A95 1.x +' r y ��" 11 IV SO FLOOR JOIST- ANCHOR BOLTS 3 p -'o cx PER c;I OUT a o t. � N PI •O 51 T 1 Pw rwEw 'o o w �'W SHEATHING SPLICE TRU55 HEEL -5HEAR Y`ALL TYPE — V N W.Q o 0 EmeP6m.r DEits l.U..1 yxk °f 1 - - EL p W. zo s"miro DFAP drip 8PP/NFsi d., I ^� OziL 61r.npTM Anchor - - 2%k o o TinfiS. o E�. 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DRYWALL 16 16 2 X 6 5AWN D1 D2 MASAP sum.an F+nnx+llnn se"innm..MINA an Fonnaau+n - xla.mina,neaon ena.al-wan a,alrcanan 'h`a9a min.dr 2tl , " Bald ds6nce I,-2xk PREFAB HOOD PRODUCTS FRAMING CONNECTORS FRAMING FOUNDATION5 / CONCRETE GENERAL NOTES J. sYKORA, cPBD n PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER MATERIAL.ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS,AND COLUMNS, SHALL BE GEOTEGHNIGAL REPORT: GGI 15 NOT AWARE OF A GEOTEGHNIGAL REPORT FOR THIS PROJECT. GGI BAS15 OF DESIGN-APPLICABLE GORES: J. STERLING ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAYBE USED SPRUCE PINE FIR, HEM FIR, OR DOUGLA5 FIR-LARCH, NUMBER 2 OR BETTER, UNLE55 OTHERWISE 5TRONGLY RECOMMENDS THAT A GEOTEGHNIGAL REPORT BE PERFORMED BY A QUALIFIED CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE m SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO SHOW W W N. ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LE55 THAN 25%. GEOTEGHNIGAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALY515 AND WITH THE 2015 IBC. CONSTRUCTION SHALL CONFORM WITH ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. GEOTEGHNIGAL ENGINEERING ARE NOT A SPECIALTY OF GGI. GGI DEPENDS ON OTHERS FOR THE THE MOST REGENT BUILDING CODE ADOPTED BY THE 1/4' _ 1' U.N.O. v DE5I6NER SHALL PROVIDE TO THE CONTRACTOR STAMPED INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL CONNECT ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE.WHERE PROVISION OF SOILS DATA, WHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING APPROVING JURISDICTION. K DESIGN DRAWING5 WITH APPROPRIATE NOTES 5HOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE STRUCTURAL PLANS DO NOT SPECIFICALLY ADDRE55 A STRUCTURAL ELEMENT, CONSTRUCT SAID CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY,ACTIVE AND PA551VE LATERAL PRESSURES, LIMITED SCOPE OF CON5ULTANT'5 WORK: W MEMBER SIZES, FORGES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. ELEMENT PER MINIMUM BUILDING CODE. INTERNAL FRICTION ANGLE, AND COHESION. IN THE ABSENCE OF A GEDTEGHNIGAL REPORT GGI WILL CONSULTANT. THE CONSULTANT IN RESPON51BLE CHARGE 09-06-1'1 a BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER, GGI TAKES NO RESPONSIBILITY OR OF THE WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., ENGINEERED WOOD-GENERAL. THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF TH15 PROVISION 15 NOT LARCH NO 2 OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED A5 PT(PRESSURE LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE DOING BU51NF-55 AS GONSTRUCTIONGALC, INC., HEREAFTER PROVIDED, STORED,AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND 5GREW5 WHICH WILL BE EXF05ED TREATED) MAY BE HEM FIR NO. 2 OR BETTER. GLULAM5, P5L5, LVL5, ETC. SHALL BE PER OF ANY KIND. INDICATED AS MANUFAGTURER'5 RECOMMENDATIONS. FAILURE TO DO THIS TO WEATHER SHALL BE GALVANIZED OR 5TAINLE55 STEEL. IF PREFABRICATED WOOD PRODUCTS SECTION BELOW. STRUCTURAL FILL: "STRUCTURAL FILL"SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR SCOPE OF CON5ULTAN7S WORK. THE SCOPE OF WORK OF MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING INSTALLATION RISKS CRACKING OF WOOD, CONTACT MULTIPLE PLY MEMBERS. STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR GGI 15 LIMITED TO STRUCTURAL ANALY515 OF A NEW SINGLE Z CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT ENGINEER FOR ALTERNATE NAILING AND /OR ALTERNATE TRIMMERS, KING 6TUD5, 14EADER5. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND OTHER GLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST FAMILY RESIDENCE. MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. CONNECTOR. USED AS A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 160 AT 4" OG, BE COMPACTED PER THE FOLLOWING SECTION. GGI TAKES RESPONSIBILITY ONLY FOR ITEMS SPECIFICALLY W I-BEAM COMPOSITE WEB/ FLANGE J015T PRODUCTS. THE 51MPSON SD5 WOOD 5GREW5. WHERE SPECIFIED, INSTALL STAGGERED. NON-5TRUCTURAL FILL: "NON-STRUCTURAL FILL" 15 501L(NATIVE OR IMPORTED)WITHOUT: ORGANIC ADDRE55ED IN OUR DRAWING5 AND CALCULATIONS. w CONTRACTOR SHALL INSTALL THE I-JO15T PRODUCTS PER MANUFAGTURER'5 RECOMMENDATIONS. IN GENERAL BEAMS, C01 UMN5. WHERE MORE THAN ONE 2X, OR LVL, OR L5L 15 PLACED AGAINST ANOTHER AND MATERIALS; ROCKS AND LUMPS GREATER THAN 3" IN ANY DIMENSION; TRASH;AND THE LIKE. IF USED CONSTRUCTED ITEMS NOT SPECIFICALLY ADDRE55ED COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING/ THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 USED AS A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 10 AT 4" AS COMPACTED FILL, IT MUST BE COMPACTED PER THE FOLLOWING SECTION. HEREIN SHALL BE BUILT PER MINIMUM CODE. BRACING AS 5HOWN ON THE PLANS AND/OR A5 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO SPACING. COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 5-INCHE5. COMPACT USING RECOMMENDED BY THE MANUFACTURER. AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT GLUE. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM SHEAR MECHANICAL(VIBRATORY OR IMPACT) METHODS. LOADS PSL (PARALLEL STRAND LUMBER)AND VERSA-LAM. WHERE NEVER LE55 THAN REQUIRED TO ENSURE FULL STRENGTH. STRENGTH OF 450 PSI AT 2b DAYS. USE LIQUID NAILS LN-940 OR EQUIVALENT. PREP AND APPLY PER IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BAGKFILL COMPACTED TO 95% FOLLOWING ARE THE LOADS USED FOR THE SUBJECT D£516N170 GALLED FOR, USE MINIMUM 2.OE, 2,900 PSI MINIMUM 51MP50N 50 WOOD 5GREW5. W1TH M05T SIMPSON MANUFACTURER'S RECOMMENDATIONS. RELATIVE COMPACTION. /ANALYSIS: ALLOWABLE BENDING STRESS. CONNECTORS, CONTRACTOR MAY USE SD9 IN LIEU OF 100 WINDOW AND DOOR OPENINGS. IN NON-PAVED OR NON-FOOTING AREAS USE STRUCTURAL BAGKFILL OR NATIVE BAGKFILL MINUS LVL (LAMINATED VENEER LUMBER). WHERE GALLED FOR, USE NAILS, AND /OR 5D10 IN LIEU OF 16D NAILS. THESE ARE HEADER. USE HEADER 51ZE 5HOWN ON STRUCTURAL PLANS. MAY USE LARGER OF SAME MATERIAL. ROCKS, LUMPS, AND ORGANIC MATTER, COMPACTED TO 92% RELATIVE COMPACTION. 0 ROOF LIVE: 20 P5F. MINIMUM 1.9E, 2,600 P51 MINIMUM ALLOWABLE BENDING PROVIDED IN 1-1/2" AND 2-1/2" LENGTHS. USE THE LENGTH ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL DIMENSION VERTICAL. IF HEADER 15 LE55 THAN 3 WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, O ROOF + CEILING DEAD: 15 P5F L STRESS. NECESSARY FOR FULL PENETRATION INTO THE MEMBER(5) INCHES WIDE (I.E.A 51NGLE 2X OR SINGLE LVL) USE A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND O ROOF 5NOW: 25 P5F a L5L (LAMINATED STRAND LUMBER). WHERE GALLED FOR, USE CONNECTED. AN "L" GONFIGURATION WITH 160 AT 4" MAX SPACING. IF NO HEADER 15 SPECIFIED, THE WALL 15 COMPACT TO 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. O FLOOR LIVE: 40 PSF N MINIMUM 1.3E, 1,100 PSI MINIMUM ALLOWABLE BENDING A55UMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE AS THE HEADER. WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER- 0 FLOOR DEAD: 15 P5F. STRESS. MULTIPLEADJACENTOPENINGS. WHERE ADJACENT DOOR OR WINDOW OPENING5 OCCUR IN A WALL, EXCAVATION AND COMPACT PER THE ABOVE. 0 DECK LIVE: 40 P5F Mimi GLUE-LAMINATED TIMBERS. UNLE55 OTHERWISE NOTED, ALL HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING 5TU05 FOUNDATIONS. FOOTIN65 ON 501L:ALL FOOTING5 AND FOUNDATIONS TO BEAR ON UNDISTURBED O DECK DEAD: 10 P5F. GLU-LAM BEAMS SHALL BE 24F-V4 DF/DF INDUSTRIAL BETWEEN THEM. EACH HEADER SHALL USE THE NUMBER OF KING 5TUD5 SPECIFIED IN STRUCTURAL EXISTING 501L OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH O EXTERIOR WALL DEAD: 10 P5F APPEARANCE GRADE, MANUFACTURED BY AN AITG CALLOUT5. FOOTING5 AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF O INTERIOR WALL DEAD: 1 PSF APPROVED FABRICATOR. STORE AND INSTALL IN TR/MMER5, AKA JACK 5TUD5. USE SIZE (OR LARGER) PER STRUCTURAL GALLOUT5. CONGEALED FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LE55 THAN 12". O SEISMIC FACTOR5: 55= 1.104, 51= 0.43B. J ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FLANGE HANGER OF 51MILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. FOUNDATIONS, FOOTING5 ON ROCK: WHERE FOOTINGS BEAR ON ROCK, GLEAN THE ROCK FREE OF O SEISMIC DES CATEGORY: "0" IF THESE SPAN CONTINUOUSLY OVER ONE OR MORE KING 5TUD5. UNLE55 OTHERWISE 5HOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL- DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PLACE CONCRETE DIRECTLY ON 0 WIND EXPOSURE 'B', 3-5EC 6U5T: 120 MPH. t INTERIOR SUPPORTS OR ARE CANTILEVERED, USE 24F-VS DF/ HEIGHT, BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. GLEANED ROCK. WHERE ROCK 15 SLOPED LE W 55 THAN 3:1 (16-DEGREE5), NO DOWEL5 INTO ROCK ARE O A55UMED ALLOWABLE 501L BEARING PRE55URE: 1,500 t.: OF. IF VISUALLY EXPOSED TO INTERIOR LIVING SPACE, USE •* OPENING LE55 THAN 6 WIDE- USE MIN., ONE KING STUD EACH END OF HEADER. NECESSARY. PSF. c ARCHITECTURAL APPEARANCE GRADE. •* OPENING 6.1'WIDE TO 9'W -IDE USE MIN.,TWO KING STUDS EACH END OF HEADER. WHERE ROCK 15 SLOPED 3:1 (1b-DE6REE5)OR GREATER, USE#4 X 1b" LONG DOWELS _ cv 4 PLYWOOD OR OSB SHEAR WALLS.ALL SHEAR WALLS SHALL •* OPENING 9.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. ROTOHAMMERED 6" INTO ROCK. ROTOHAMMERED HOLES TO BE A" DIAMETER, PERPENDICULAR TO SINGLE PROJECT: BE POSITIVELY CONNECTED TO HORIZONTAL DIAPHRAGMS 05CON77N0005 TOP PLATE. WHERE WALL TOP PLATES ARE GUT, OMITTED, OR OTHERWISE FACE OF ROCK. NO EPDXY 15 NECESSARY. DOWELS TO BE LOCATED AS FOLLOWS: THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, o OR 5LA55 AT THEIR TOPS AND BOTTOMS PER THE PLANS AND DI5CONTINUOU5 AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING 0 FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN b" OF ENDS, CORNERS,AND INTERSECTIONS AND/OR TABLES PREPARED BY GGI ARE VALID ONLY FOR 6 rn TOP PLATE BEYOND WITH A HORIZONTAL G51b STRAP WITH MINIMUM 12" LENGTH ON THE HEADER AND AT 4b" OG MAX SPACING. DOW W EL5 TO BE CENTERED ON 5TEMALL. THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE LL w cT tD WA LL ALL SHEATHING MAY BE EITHER ORIENTED Z a_ w m75 STRAND BOARD (055)OR PLYWOOD APPROVED FOR USE AS AND 12" LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. O FOR PAD FOOTINGS, USE TWO DOWELS SPACED b"APART, CENTERED ON FOOTING. IF DOWEL 15 NOT VALID,ARE NOT APPLICABLE TO, AND SHALL NOT BE — q m 1- r c ANCHOR BOLTS. TOO LONG TO FIT IN FOOTING, USE 90-DEGREE BEND AS NECESSARY TO PROVIDE 2" COVER AT TOP USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. w Q p` O m LATERAL-RESISTING 5HEATHING BY AN APA-APPROVED p b t3 m a MANUFACTURER. STORE AND INSTALL IN ACCORDANGE WITH 5H5ARkVALL ANCHOR BOLTS CONNECTING MUD BILLS, USE 515" DIAMETER X b" MIN EMBEDMENT AT OF FOOTING. 4 z ro THE RECOMMENDATIONS OF APA AND 18G FOR SHEAR THE 5PAGING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60" OG AND WITHIN 12" OF ENDS AND SLABS ON GRADE. 5UBGRADE BELOW SLABS SHALL BE 51MILAR TO THE ABOVE. A LAYER OF FREE COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Q In RESISTING VERTICAL WALL SHEATHING. CORNERS, WITH 3"X 3"X .229" STEEL WASHERS, WRENCH TIGHT. WET 5ET ANCHOR BOLT5 SHALL DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER(DESIGNED BY OTHERS)ARE RECOMMENDED ONLY COMPETENT PERSONNEL FAMILIAR WITH HAVE A HOOK OR HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME FOR ALL INTERIOR BLABS. CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE 5PAGING MAY BE USED IN LIEU OF WET SET-SEE 5PECIFIGATION5 IN PREVIOUS SECTION. AN FOOTING DRAINS. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT PROJECT 5HOWN HEREIN SHOULD BE EMPLOYED TO ALTERNATE TO WET-5ET ANCHOR BOLTS AND WASHERS MAY BE 51MP50N MA5A OR MA5AP AT THE EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND A55EMBLE AND CONSTRUCT THE WORK. L SAME 5PAGING SPECIFIED FOR WET SET ANCHOR BOLTS. RETAINING WALL5 WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL H NON-.514EARWALL ANG14ORBOLT5 SHALL BE SPACED A MAXIMUM OF 12-INCHES AND WITHIN 12- PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLE55 OTHERWISE SPECIFIED. OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. O 0 INCHES OF ENDS AND CORNERS AND SHALL BE FITTED WITH 2" STEEL PLATE WASHERS. USE EITHER CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO `13 1/2" DIAMETER X 6" MIN EMBEDMENT WET-5ET, OR 1/2"TITEN HD WITH 4" MIN EMBEDMENT. STANDARD CONCRETE: CONSTRUCTION METH005 USED, SAFETY PROVISIONS Z L NON-5HEARVVALL ANGHOR5 MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MIN STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND WALL5 SHALL ATTAIN A MINIMUM 28 EMPLOYED,AND THE FINISHED A5-BUILT CONDITION OF THE (, Z CONCRETE EMBEDMENT, AT 16" OC, UNLE55 OTHERWI5E 5HOWN . DAY 5TRENGTH OF PC =2,500 P51 UNLE55 OTHERWISE NOTED ON PLANS. MINIMUM CEMENT STRUCTURE AND RELATED SYSTEMS. Z . Q PRE55URE TREATED LUMBER. USE PRE55URE TREATED LUMBER IN CONTACT WITH CONCRETE AND/ CONTENT= 5 SACKS PER CUBIC YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. ALL W VI. n OR SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRE55URE TREATING CHEMICALS SHALL BE MATERIALS SHALL BE IN ACCORDANCE WITH AGI 31b, LATEST EDITION. MIXING AND PLACING OF ALL MATERIALS AND METHODS: lu INERT, OR OTHERWISE NON-REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONCRETE TO BE IN ACCORDANCE WITH IBC AND AGI 304, LATEST EDITION. PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH CONNECTORS, ETC.)OR STRUCTURAL STEEL MEMBERS. ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. v IN CERTAIN CA5E5 NON-PRE55URE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE FLOWABILITY, AND/OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL �— CASES USE A LAYER OF HEAVY, ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND OF THE CONCRETE 15 NOT ADVERSELY AFFECTED. FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS. V Z lu CONCRETE. AIR ENTRAINMENT. PROVIDE 5%AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR tu O Q BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL WEATHER. TEMPORARY SUPPORT AND BRAGING: O DEPTH BRIDGING OR BLOCKING AT V OG MAX. IN J015T OR RAFTERS WITHOUT CONTINUOUS FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL PLYWOOD DIAPHRAGM CONNECTION ON THE TOP . WITH ASTM C615 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING (L FRAMED FLOORS WHIGH SUPPORT POSTS SHALL BE 50LIDLY BLOCKED WITHIN THE FLOOR CAVITY TO SHALL OBTAIN AT LEAST THE 5TRENGTH AND DURABILITY CHARACTER15TIC5 AS STANDARD CONSTRUCTION. DE51ON OF SAME 15 NOT INCLUDED HEREIN. 7 POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO CONCRETE L15TED ABOVE. CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- 7 THE SUPPORTS BENEATH. SUPPORTING DEVICES WITH A QUALIFIED PERSON. +� N BOLTS. UNLE55 OTHERWISE SPECIFIED: USE WA5HER5 ON ALL BOLTS; TIGHTEN ALL BOLTS TO A VERY CONCRETE REINFORCING: CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY m SNUG WRENCH TIGHT CONDITION; USE STANDARD A301 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME STRENGTH. SPLICING. BENDING. REINFORCING BARS (REBAR)SHALL BE GRADE 60(FY= 60 K51) OR OF ALL TEMPORARY AND/OR PERMANENT SUPPORT DIAMETER HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16" LARGER THAN THE BOLT BETTER, UNLE55 OTHERWISE SPECIFIED IN THE PLANS. ALL REINFORCING SHALL BE SPLICED, SYSTEMS. RETAINING WALL5. DO NOT BAGKFILL AGAINST A DIAMETER. PROVIDE THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT DETAILED, BENT, AND SUPPORTED IN ACCORDANCE WITH APPLICABLE AGI CODE. RETAINING WALLS UNTIL CONCRETE HAS CURED TO AT LEAST v , Z� Z�8 AND ALL EDGES OF BOLTED WOOD, AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: WELDED WIRE FABRIC. UNLE55 OTHERWISE SPECIFIED, WELDED WIRE FABRIC,(WWF)SHALL BE W2A, 2,500 PSI (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES w z�s¢ g N 5/8 INCH DIAMETER BOLTS ................... 31NGHE5 6"X6" (6 GA.), ASTM A-185. SPLICE BY LAPPING ONE MESH +2"ALL SIDES. OR ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR ��oo2� 3/4 INCH DIAMETER BOLTS ................... 3.15 INCHES COVER. PROVIDE THE FOLLOWING MINIMUM COVER: RETAINING WALL5 THAT ARE TO BE CONNECTED AT THEIR �s O ZZQVK 1 INCH DIAMETER BOLTS ...................... 4.75 INCHES FOOTING5 AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3" TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BAGKFILL � a�awo MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GU55ET5, FORMED SURFACES IN DIRECT CONTACT WITH EARTH ......2" AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL Z "< w 06 FLANGES, WEB5, ETC.)SHALL BE ONE INCH. SURFACES EXPOSED TO WEATHER........................1-1/2" DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO ,W�oNoo o ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LE55 EDGE DISTANCE SURFACES EXP05ED TO SALT WATER.................... .......3" THE RETAINING WALL. N ¢W THAN SHOWN ABOVE. FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLE55 OTHERWISE SPECIFIED. LAG BOLTS. ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4" SHALL HAVE PILOT HOLES PRE-DRILLED. zsN,_ ¢¢UO 5ZWOFO � 51ZE OF PILOT HOLE IN THREADED PORTION SHALL BE 10% OF THE UNTHREADED SHANK DIAMETER BOLTS AND DOWELSa IN CURED CONCRETE: -,OZ°" Vfi (OR ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE GENERAL. THI5 SECTION SHALL APPLY TO BOLTS AND DOWEL5 INSTALLED IN CURED CONCRETE tea¢ GARh, o t: DIAMETER OF UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT=4-INCHE5 UNLESS zz � OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE s �zl CENTERLINE UNLE55 OTHERWISE SPECIFIED. �!' m��° EXISTING REINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR GUT DURING y `Y Z �►/ � ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NOW 1�-- �alz gym_ DESTRUCTIVE METH005 (PACHOMETER, RADAR, OR SIMILAR). y e a WASHERS. USE 3"X3"X.229"WASHERS ON ALL WOOD MUD SILL ANCHOR BOLT5. 5UCH WA5HER5 MAY BE SLOTTED, WITH PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC.AT NON-MUD SILL LOCATIONS, SMALLER WA5HER5 MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER ANAL �/z OWNER APPROVAL UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. NON-EPDXY SYSTEMS. USE SIMPSON TITEN HD WHERE 5HOWN IN THE PLANS. THESE ANCHORS MAY INITIAL: BE USED TO RES15T TEN51ON LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S PAGE: RECOMMENDATIONS. Exi-A IA47sa s 'SEAL. EPDXY SYSTEMS. FOR BOLTS, USE 51MP50N EPDXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH I's f od �qrg j,G-rIt. 5TRENGTH EPDXY, WITH ZING PLATED, A301 'ALL-THREAD' BOLTS A5 5HOWN IN THE SKETCHES. FOR 8l�{Ly DOWELS, USE ET-HP OR SET HIGH 5TRENGTH EPDXY AND REBAR AS 5PEGIFIED ON THE PLANS AND OF: GALLOUT5. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPDXY MANUFACTURER'S RECOMMENDATION. BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT Q BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND 0 BMP C154: CONCRETE WASHOUT AREA BMP C235: WATTLES J. SYKORA, CPBD ry PURP05E PURPOSE PURPOSE DEPTH PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO 5TORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO WA5HOUT OFF-51TE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY 5PALL5 AT PURP05E AND DEFINITION ------------- ---- n NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS ,nEU ENTERING SURFACE WATER5 OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT J. 5TE RL I N G m ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLE5 ARE PLACED IN 5HALLOW CONDITIONS OF USE --- CONSTRUCTION ENTRANCES 5HALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS it CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 ARE LARGELY L05T WHEN DEVELOPMENT STRIPS AWAY NATIVE 501L AND VEGETATION AND REPLACES IT WITH MINIMAL --- - -- m CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES(P.378)FOR TYPICAL CONSTRUCTION DETAILS.W5D0T STANDARD PLAN 1-30.30-00 AL50 PROVIDES INFORMATION 517E IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION e -CONCRETE 15 USED AS A CONSTRUCTION MATERIAL. ON WATTLES(HT FOR TYPICAL O NST GOT/DESIGN ILLS.Vq ARDT STANDARD t5EGTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN 5UBDIV15ION TOPSOIL AND 50D.NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST,BUT SUCH LANDSCAPES 1/4" - 1' u.N.O. -IT 15 NOT P05515LF TO DISPOSE OF ALL CONCRETE WASTEWATER AND WA5HOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCE55/PARKIN6, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE IC LS,THE C USE T PESTICIDES, - -CONCRETE TRUCKS, PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WA5HED ON-SITE. NOTE:IF LE55 THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET p INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN WA5TE5,AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING 501L QUALITY AND DEPTH RE6AIN5 W W i 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE ASHWATER MAY BE DISPOSED OF IN A USE WATTLES: GREATER 5TORMWATER FUNCTIONS IN THE P05T DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF 09-06-1-I d FORMED AREA AWAITING CONCRETE OR AN UPLAND 015POSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN V15TURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.IT 15 DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS GROUND WATER.THE UPLAND DISPOSAL 517E SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH A5 STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR 50ME LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITGHE5,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING 5TA13ILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATION5 AND LIMITATIONS -THE MATERIAL USED DICTATES THE EFFECTIVENE55 PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING EFFECTIVE FOR ONE TO TWO SEASONS. 501E AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM 501E QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE �= 3•n 6'rnrnum L+ -PREVENT RILLING BENEATH WATTLE5 BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH BETWEEN THEM. z WATER FROM PASSING NUMEROUS MATERIALS SUCH A5 COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLID5,AND FOREST PRODUCT 0 Lalh and(lagging l RESIDUALS.IT 19 IMPORTANT THAT THE MATERIALS USED TO MEET THE 501L QUALITY AND DEPTH BMP BE APPROPRIATE ® on 3 sides DESIGN CRITERIA AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT 15 IMPORTANT THAT IMPORTED TOPSOILS O O Sardbag i -INSTALL WATTLE5 PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.TH15 BMP CAN BE CONSIDERED W i -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY 501L5 INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. O Sandbag AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES Berm a9 �jpad DESIGN GUIDELINES 16 mil plastic bring SHOULD BE DUG TO A DEPTH OF 5-TOT-INCHES, T 1E F O OF THE THICKNESS OF THE WATTLE. f/ -SOIL RETENTION.RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOP501L TO THE MAXIMUM EXTENT ., -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD Ey',cu\�� PRACTICABLE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOP501L ON 51TE IN A Varies ® I 1 —j EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED U51NG HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO l.J 1 i -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,501E TYPE, _ OTHER PORTIONS OF THE SITE WHERE FEASIBLE. m ® t m I AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. ' �} -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS -INSTALL THE Y-ATTLE5 SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS. Berm j SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT 1 -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. _ _�. _ *+'w�c"`� PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: r -IF REQUIRED,INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE '-i r' 100'min. 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER GONTENT OF 10%DRY WEIGHT IN PLANTING BED5,AND 5% g Section A-/� AND INTO THE SOIL. �- - ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. 16 and plastic mind -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3I8-INCH REBAR CAN "' Plan Notes: 8 THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF " 1. Actual layout ALSO BE USED FOR STAKES. 1i . INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE o determined in thefleid. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ' � y ${ t Instal driveway V a SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, Type "Below Grade" 2. A concrete washout ABOVE THE WATTLE. ` ' B culvert if there is a �# WHERE FEASIBLE. sign shag he installed roadside ditch present +r•' y within 10 m of the prose 4"-8'Quarry !�'w,.y-,.� 2.MULCH PLANTING BEDS WITH 21NGHE5 OF ORGANIC MATERIAL. N 3m h5nimum temporary, concrete MAINTENANCE STANDARDS spans _yam . 3.USE GOMP05T AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS washoul facility. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH 501L AND THOROUGHLY ENTRENCHED, A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATE5 CAN BE MET ONLY USING COMPOST MEETING ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. THE COMPOST SPECIFICATION FOR BMP T1.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.95cl),WITH THE 0 I 1Mood frame :� � '""'` EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN = Geotexfle x rB� i j securety fastened ` - _ _—___ ___-. __._ ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN J* arourxf entire ( ' .. RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINC75 C-OMP05ED ENTIRELY OF PLANTS NATIVE TO THE PUGET BOUND rirroet w peer with two 3'-4' stakes (1yn) i LOWLANDS REGION. - Varies i - 10 mil t j' �.lFfr .,,? `."�: 5.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR plastic fining �1f K/l ( /` ` �''-' OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT 1�1-- /d v 15'min.. EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAG 173-350-220. 1 hY" Notes: THE RESULTING 501L SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. p Stake ft 1. Driveway shall meet ,,a" Strav roils mus"be _ // 12:'minimum chi L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE _ �� / ifse requirements of the V .Section B-B placed along scrape i - AdIacery rolls permitting agency. '"a METHODS LISTED BELOW: CV 10 ml plastic fining cordours / shall tightly abut 1 1.LEAVE UNDISTURBED NATIVE VEGETATION AND BOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. � w two-stacked :f 2. It is recommended that Provide foil widen 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM p 2x12 rough Plan /i _ the entrance be of ingress/egress V wood trams "-- "- r - crowned so that runoff area CALCULATED RATES BASED ON TESTS OF THE BOIL AND AMENDMENT. O `I drains off Ine pad. 3.5TOCKPILE EXISTING TOP501L DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOP501L MUST U_ Ill tT � e "1At10V$ Grade" with Wood Planks �': . ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- Z 1Z .- W M 9 NDT TO SCALE t y APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. Q x I- f --_.. _.._.___._.. ._._-___v._.__�� __.v.-.__.__,.�.__�..�.____—._._. , y� , 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. 111 d 0 (3 (Y) 25'(3-8m) 11/ `` MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.501E THAT ALREADY MEETS THE Q Z m V till N Figure 11-4.1 .7a �' Figure 11-4.1 .1 DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,DOES NOT NEED TO BE AMENDED. Q lj Z ' \ Stabilized Construction Entrance �' a� m KI Concrete Washout Area MAINTENANCE Revised tine 2015 SpaWrg depends Revised June 2015 -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM DEPARTMENT OF on sod We and DEPARTMENT OF slope steepness ECOLOGY COMPACTION,SUCH A5 FROM LARGE MACHINERY USE,AND FROM EROSION. ECOLOGY Please see httplAvww.ecy.wa.goukopyright.hW for copyright notice inclyding permissions, Sedi r crib,organic molter. please see hrr JAvww.ec .wa. v/c hIM for t notice includin permissions, i p� Y go oPY � �Y� 9 -PLANT VEGETATION AND MULCH THE AMENDED 501E AREA AFTER INSTALLATION. State of Washingtonj limitation of liability_and disdarner. and native seeds are State of Washington limitation of liability.and disclaimer. captured behind the cells. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE 501E SURFACE TO REPLENISH ORGANIC MATTER. REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS,HERBICIDES AND PESTICIDES, U-1 RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. V l— O BMP C1230: SURFACE ROUGHENING ram_ �. O STORM DRAIN INLET PROTECTION 1-40.20-00 - --- - Q Z W O Purpose: 1.51ZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE BMP G233: SILT FENCE t' , Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment Z LU trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a filler or other suitable equipment .` 3"-T(7&125mm) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE Z on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BmPs such USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A Q as seeding,mulching,or sodding. y k 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Z / 8'-f WOW 11-4.2.12 SILT FENCE(P.36q)FOR DETAILS ON SILT FENCE CONSTRUCTION. l-u • (1 CONDITIONS OF USE: -r >ti (2D0-250mm) V / -A t slopes steeper than 3HA V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. `ti', •—� 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 6-01.305). r -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. �-. CONDITIONS OF USE '' `` -Slopes with a stable rock face do not require roughening. Live Stake - / - SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. V V Y N -Slopes where mowing is planned should not be excessively roughened. / / SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF _ .y- 1'x l"stake THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. F— IL (25 x 25mm) � row SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOW5,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS Z LU yh OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOW5 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. W --------- " -"-- - - - ." -- "- --- t Pt\- NOTE. 01aTe DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN ---� equires the placement and secure staking `- ._-° ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. o , i ,• ' -5"(75-125mm)deep,dug on coddut. Runoll m c:ust n ri to run under or around Tell N67 TO SCALEOL sew�„r u,o oeen,s- a V I —ca-. �- ca- +�'�r�.' ca owaTowarniss o .r= o. aoists.Use staples,wire rings or LU Figure 11-4.2.14 esiavwsrmuasrrEwce r g equivalent to attach fabric to posts Wattles p'� CV 2"x2'by 14 Ga.wire or equivalent. CI D E PAR T M E N- OF Revised November 2015 if standard stmrath fabric used W 4 �L 1 6 G� J ECOLOGY Please see hitpJAvini _acy.wa.gowbaloyngM.Mmf for copyright notice including permissions. - F State of 'Aashingtan limitation of liability. and disclaimer- IT13 �} c� Tracking with machinery up and down icy , ,;� F n s p •� o N o the slope provides grooves that will BMP G123: PLASTIC COVERING Z. catch seed,ramaill,and reduce runoff. PURPOSE: PLASTIC,COVERING PROVIDES IMMEDIATE,5HORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. Tracking CONDITIONS OF USE: PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LE55 THAN 30 DAYS, Minimum I 6'max a EXCEPT AS STATED BELOW. 4"x4'trench 1 /'� I g E ff$ PLASTIC 15 PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY / LU P o 9"fF a RAPID BREAKDOWN2"x2' OF M05T POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN 5UC Past spacing may be increased ✓✓ 3 ° wood posts.steel o �- to 8'awire backingis used w H MONTHS)APPLICATIONS. fence posts. or equivalentDIMINAGE W om k DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE necnwouuas aw~ pa�pypl 86gS6 ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. <S.W N I -PLASTIC 5HEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE z$Wz MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY 2"x2" 14 Ga.vere or try equivalent. GLEAN WATER AWAY FROM THESE AREAS. r] if standard strength Fabric used 1(JjfJ wig=ww _ Q -TO PREVENT UNDERCUTTING,TRENCH AND BAGKFILL ROLLED PLASTIC COVERING PRODUCTS. m g o 50 6 min -WHILE PLASTIC 15 INEXPEN51VE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE, REMOVAL,AND \ y h$ (150nxrn) � Filler is'6�� DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD. � -WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE 2' p ruin SLOPE.THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY GLEAN r 1 RAINWATER AWAY FROM BARE 501L AND DISTURBED AREAS.DO NOT MIX GLEAN RUNOFF FROM A PLASTIC COVERED C S _^ /+ ontour Furrows) SLOPE WITH DIRTY RUNOFF FROM A PROJECT. eaowrraETdcere t>Ewce l ove�pvsyvxss rrvri /\ \\ Maximum native trench with \ native soil or • '\/, / \ OWNER APPROVAL i �, arnae or 1.5'washed gravel \ 12"mrn\ ,T \ \�• Grooves will catch seed.fertilizer. ' wasraeexnne.•r . \/ INITIAL: Minimum mulch.rainfall.and decrease runoff. 4"x4"trench -- -- MARK W.MAJRLH PAGE: NO- 'D "f.LE IBOMETMC VIEW CERTIFICATE NO.00301115 2"x2"wood posts.steel .. _. • ., 4 ".o...-,�",...�......".�>ee...- fence posts.or equivalent NOT TO SCALE Figure II-4.1 .5 Surface Roughening b Tracking INLET sro�ux owuN g g Y g sr Ro LM w�.00 Figure II-4.2.12 OF: and Contour Furrows SHET90i1SHEET Silt Fence u DEPARTMENT OF movm Tort PUB"tbn DEPARTMENT OF Revised October 2014 Revised June 2015 Paco Bakodch a Di20-V ECOLOGY _ l __ �__�- �m & ECOLOGY I ?lease ease see hftpJMnYw_ecy.wa.go•.dcopyrighC.irtm!For capyrigtd notice including permissions. �++m�■+ �+*�++^++ Please see htrpJAvivwecy.wa.yovh�opyrkThthtmlfo copyright notice including permissions, State vfWashingtoril limitation of liability. and disclaimer. State of Washingtoril limitation of liability_and disclaimer. 5TANDARD PLAN F- 10 . 12-03 - CONCRETE GURB5 5TANDARD PLAN F-80 . 10-04 - CONCRETE DRIYEVILAY ENTRANCE -J. -5YKOR--A - - - ! VARIES(SEE CONTRACT) J. 5TER .ING n FACE OF CURB VARIES 12"TO 24" FACE OF CURB - FACE OF CURB - FACE OF CURB - --- - BROOMED (SEE NOTE 1) VARIES(SEE CONTRACT) --- -- a VARIES B 1/2" 6 1/2" VARIES FROM 6"(IN)TO 0"(IN)- FINISH(TYP.) w 1" 10"TO 22" 1" ! .i MAINTAIN 1H :6V SLOPE /; 'VT� /"' ---- - ----- GROOMED �� - r m I-(IN) R. (SEE CONTRACT) 1"(IN) R. 5 12" 1" VARIES 1"(IN) ON SIDE OF CURB /// CEMENT CONC. PEDESTRIAN CURB(TYP.) 3!8"(IN) EXPANSION JOINT(TYP.) - SEE NOTE 1) FINISH (TYP.) DRIVEWAY 1/4 - 1 U.N.O. R (WHEN SPECIFIED IN CONTRACT) ENTRANCE - MATCH ROADWAY MATCH ROADWAY ! 1"(IN)R. MATCH ROADWAY ! SEE STANDARD PLAN F-10.12 SEE STANDARD PLAN F 30. \ \ SIDEWALK 12"(IN)R. MATCH ROADWAY \ \ (TYP.) --- -- q SLOPE SLOPE SLOPE 12"(IN R ___ _ SLOPE r3/8"(IN) EXPANSION JOINT CEMENT CONG SIDEWALK CEMENT CONCRETE \ \ �\ O� O` F- ° ! 3"(IN) R. (TYP.)-SEE STANDARD SIDEWALK J ` _ V_17 Z 12"(IN) R. io ° 12"(IN) R. a ° m 12"(INS ROADWAY 12"(IN) ROADWAY (TYP,) PLAN F-30.10 * �\ a ROADWAY ° RQADV�IY - D .• R. Om 2.0% R. \!`� MATCH SIDEWALK WIDTH \ •P D D • • D D W N �D •° i / (SEE CONTRACT) • D •• •° io •° D . I° ID ° ' •• •° ! c _ •° ° ° •• ib FLUSH WITH GUTTER PAN AT CURB ! 1O RAMP ENTRANCE-1T"(IN)VERTICAL J A (SEE CONTRACT)- \\\\ 11 12' 11 12" i 1'-6" 1 1'-6" LIP AT DRIVEWAY ENTRANCE I lJ DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION 0) LLl F AT CURB RAMPS AND ! DRIVEWAY TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER PLAN v1Ew CEMENT CONCRETE CURB DRIVEWAY ENTRANCES B CEMENT CONCRETE AND GUTTER(SEE NOTE 3) 6-o" T-6" TAPER(TYP.} C DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER NOTES PLAN VIEW SIDE SLOPE TYP.) (TYP.) (TYP.) 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 IF MAX (SEE NOTE 6) VARIES 15'MAX. (SEE NOTE 6) e expansion joint with 3!8" (in)joint filler along the driveway centerline. 12" IN GRADE (TYP_) (SEE CONTRACT) (TYP,) See Standard Plan F-30.10. Construct expansion joints parallel ( ) LIP BETWEEN 1"(IN) R. CEMENT CONCRETE BREAK GRADE P p _ ROADWAY GUTTER a 12"(IN)R. ell NOTE GRADE BREAK with the centerline as required at 15' ft maximum spacing when AND CUReOR SEE ° CEMENT CONCRETE OR 12"(IN) R. CURB RAMP, LANDING, * BREAK �\ NOT STEEPER THAN q ( ) p g (SEE CONTRACT) (SEE CONTRACT) • ASPHALT CONCRETE 1"(IN) OR DRIVEWAY ROAD GRADE * * driveway widths exceed 30' (ft). CONTRACT PLANS SIDEWALK OR PATH R. ENTRANCE 1. See Standard Plan F-30.10 for Curb Expansion and - �'----" VARIES FROM Contraction Joint spacing and see Standard 2. See Standard Plan F-30.10 for sidewalk details. 12"(IN)R (TYP) a 5 .�° 6^ IN TO O" IN ° Specification ... r, * DEPRESSED CURB AND additional° ( ) ( ) S ecficatioon Sections 04 and 9-04 for - PE s p . 3. Curb and Gutter shown' see the Contract Plans for the - o GUTTER(SEE NOTE 3) ° PEDESTRIAN RAMP -' PEDESTRIAN RAMP D ° . curb design specified. See Standard Plan F-10.12 for � . _. D fill a 3/8"(IN)PREMOLDED JOINT FILLER ° _- CEMENT CONCRETE Curb Details. • ' ° •, -. - SIDEWALK(TYP.) v SECTION O �-- 3/8"(IN) EXPANSION JOINT(TYP.)- DRIVEWAY m (WHEN ADJACENT TO CEMENT 3/8"(IN) PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK CONCRETE SIDEWALK) JOINT FILLER or Other Obstructions In front Of driveway entrances. 3/8"(INj EXPANSION JOINT(TYPJ- DRIVEWAY RAMP N 1/2"(IN) LIP BETWEEN e ROADWAY GUTTER 5. Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION O CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. s CONTRACT) LEGEND AT CURB RAMPS, LANDINGS, 12"(IN)R. 6. The Pedestrian Ramp length is not required to exceed15 feet E AND DRIVEWAY ENTRANCES (TYP) DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION (SEE CONTRACT) D• AND GUTTER the 15-foot max. length (measured from back of sidewalk) the J [ >f rD i (SEE NOTE 3) a 1.5%OR FLATTER RECOMMENDED FOR 8 w ... . . running slope of the pedestrian ramp is allowed to exceed 8.3/o. * DESIGN/FORMWORK(2%MAX.) s i? QATRIc Use a single constant slope from bottom of ramp to top of �� r DRIVEWAY RAMP ramp to match Into the Sidewalk over a horizontal distance 7.5%OR FLATTER RECOMMENDED FOR �f lii z Q 01 WASb , * * DESIGN/FORMWORK(8.3%MAX.) OF WA '✓_ FACE OF CURB FACE OF CURB Q' 4�' . 3/8"(IN) EXPANSION JOINT(TYP.)- Of 15 feet. q4. do S w FACE OF CURB Q' R� 7 DRIVEWAY (SEE NOTE 6) a VARIES 12"TO 24" ,S1 h '� SEE STANDARD PLAN F-30.10 5 Y FACE OF CURB A �. .f,1 w (SEE NOTE 7) 7. Beyond limits shown. Pay item does not include driveway. !�, _ m VARIES 71/4" W - 'C O SECTION O See Contract Plans. �- = 1" 10"TO 22" 1" 6 12" - "CEMENT CONCRETE DRIVEWAY `'� (SEE CONTRACT) 3" 4" z /�ENTRANCE TYPE 2"PAY LIMITS 5 12" 1" 1 12"(IN)R. "CEMENT CONCRETE DRIVEWAY tO CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10 / t2 O ,p 34363 O 0 1"(IN) R 1"(IN) R. // r B RR LL ENTRANCE TYPE 1"PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'-0"PROVIDE fF �O f S TEP� 1'12"(IN)R. 1"(IN)R. 12'(IN)R. cAPs,/r'1 STD SAG` CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. % Sg �,�Cs CA L Y I / ry ` ROADWAY AL ro •, D • ro D . • i0 ROADWAY "v ROADWAY \ ON OtiA � DRIVEWAY Zeller,Seem � Barry,Ed % 13 _ May 6 2014 3:31 PM (SEE NOTE 7) DRIVEWAY - /' JuI 72 20I64:26 PM V o ° ! (SEE NOTE 7) DEMENT CONCRETE O N rn LL w �z- ° D . • CEMENT CONCRETE CURBS `" \ �/ DRIVEWAY ENTRANCE z V =- m s, ° C\ CL. 4000 CONCRETE TYPES 1 213, & 4 • D . D .,° ° CL. 4000 CONCRETE � 1 1 1 IY D STANDARD PLAN F-10.12-03 PER STANDARD SPEC.B-06 3 / PER STANDARD SPEC.8-06.3 _ W STANDARD PLAN F-80.10-04 ` 1 3/4" 1 3/4" 8 1/4" 8 1/4" SHEET 1 OF 1 SHEET l SHEET 1 OF 2 SHEETS _J J Z m 1 i Q tii a UJ f APPROVED FOR PUBLICATION 1lataich,Pz� � i APPROVED FOR PUBLICATION d "' �_ _ •,C) ILI CL lull 112014 125 PM V VrcR�1fKIGL. �C�� Jul 152016 27 PM STATE OESIgN DIDINEEfl ��� STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT w ; ISOMETRIC VIEW ISOMETRIC VIEW rgton S7fa D.porhmd of Tm^.Porkdio^ J Washington State Deportment of Tmnsportotion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB -,/ TYPE 1 ^ PAY LIMITS TYPE 2 - PAY LIMITS -„ Ul to 5TANDARD PLAN F-30 . 10-03 - CONCRETE 51DEY4ALK5 v o Z V-0" 6" SIDEWALK Z (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/7 SEE © 6 12" A d SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) CONTRACTION FACE OF CURB Z 2.0% 12"(IN)R.(TYP.) JOINT 5 12" 1" W ?- ROUNDING 1 1/2 (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM- 1 J a--- rd. 2 MAX MAX SEE STANDARD PLAN F-10.12 20 ' _y. D _ ' ` ° ' ° m ROADWAY V ��YLLCN N �prG�4`7 i"(IN)R • 'd`P� SEE RAISED EDGE 3/8"(IN)PREMOLDED SEE CURB FACE DETAIL •° D ...'. D W DETAIL-THIS SHEET JOINT FILLER v WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE •° W O Q 1 FINISHED GRADE 1"(IN) BELOW 2'-O" SIDEWALK O TOP OF CONCRETE SURFACE CURB AND SIDEWALK B" B 12" 1" O NOTE � I,-o" r-0" MIN. (SEE CONTRACT) CURB FACE DETAIL 12"(IN) R.(TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible v ROUNDING CURB NOT INCLUDED IN BID ITEM- route flee Of vertical and horizontal Obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION LU O 1 SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) 2.0% 2_0%MAX. PP (K . .• ` sidewalk must have slip resistant surfaces. be flush with surface, and match (V ��1J (IN) grade of the sidewalk. ry p� PREMOLDED -y WALL OR BARRIER JOINT FILLER m ADJACENT TO CURB t (STEEP FILL SLOPES) SIDEWALK d' GROOMED FINISH(TYP.) = <b q'• � woo= r2O96 ' " SIDEWALK 12-(11�R. PERIMETER SMOOTH-TROWELED o F z o O ALL CUT (SEE CONTRACT) SLOPES D wao2 V -" 7 ° " • D d CEMENT CONCRETE CURBz�g G (CURB AND GUTTER SHOWN) o _ CURB NOT INCLUDED IN BID ITEM- • NOT INCLUDED IN BID ITEM g y 5 _ 1 Q 2_.0%MAX. SEE STANDARD PLAN F-10A2 3W(IN) PREMOLDED r SEE STANDARD PLAN F-10.12 m 1`)OR - JOINT FILLER A'•Q '< w nww F UU= / Oxr'nw 3M"(IN) PREMOLDED .%''�� '� LU N5 wa JOINT FILLER .!`:' "°s�� SIDEWALK ADJACENT TO WALL DETAIL E Q wag ADJACENT TO CURB BRIDGE OR PEDESTRIAN �doorc RAILING BARRIER-SEE SIDEWALK CONTRACTION JOINT g-6 'i"• . IN SIDEWALK ONLY � iz�zg CONTRACT PLANS -^� ` r 1 (SEE CONTRACT) 12" a t 1 LEVEL `cF�c EXPANSION JOINT IN BOTH ATRI w=-a. I 1 12"(IN) R. (TYP.) 4p f 1 12"(IN) R. CURB AND SIDEWALK i t 1 CURB NOT INCLUDED IN BID ITEM- % 4 Q,OT w'U6r/ B Z <12�d° ` FLUSH f I e 2 O%MAXI SEE STANDARD PLAN F-10.12 `C° �F� ` �� - E(IN) Z ii . . •.• . D . ° ISOMETRIC VIEW VERTICAL WALL- 3/8"(IN)PREMOLDED SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH ,p 3g363 O ADJACENT TO CURB AND RAWNG OR WALL DETAIL �°8s 10GIST 3 % G1� N z RAISED EDGE DETAIL 'V ZONAL E� EXTEND SIDEWALK TRANSVERSE OWNER APPROVAL T-0"MIN. Rd FOR SIDE TREATMENT SIDEWALK BUFFER STRIP JOINTS TO INCLUDE RAISED EDGE C�.. Barry,20 :' May 62D143:41 PM -. INITIAL: SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) - secnoNs g 1j. /e To�/4" CEMENT CONCRETE 1 - 12"(IN)R. CURB NOT INCLUDED IN BID ITEM- I PAGE: = SIDEWALK 6 2.0%MAXj (TYP.) SEE STANDARD PLAN F-10.12 STANDARD PLAN F-30.10-03 D • . .'SRTO ° SHEET 1 OF 1 SHEET FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE APPROVED FOR PUBLICATION SURFACE FOR PLANTING-FLUSH IF PAVED BA fi h P'° PREMOLDED AV&A,. gun 1f zow 1:zs PM JOINT FILLER STATE oEslON ENGINEER ADJACENT TO BUFFER STRIP 0 EXPANSION JOINT © CONTRACTION JOINT 7 wwhinwon storo Deponment of Tramporl"on LAN05CAPE LEGEND J. 5YKORA, GPBD ` r z L J. 5TERLING 9 x LANN AREA _ ____ _-_ o H pla i ueC � LMr� 4a +5 fb wPf�T & N ----__ ---- j, E. a � " = t rf'T 4XS `. 'Palm .oNST. 504�, ��►.� `"' 1 10 U.N.O. $ kNo �r� m 0q-11-17 CONCRETE DRIVE f � z 0 MULCH - PLANTING BED W 10 " OEOHAZARD 5ETBACK ? 4) LOT 1 EXI5TING BEDROCK x 13,5515F _ ( S -I- s P[.Ao gartsfr-4 a po --1 A 3g22 `/ ? _ S o Q.1�� -E AhSG a ga n Pe mrr 40Pd . g° � DEGIDUOU5 TREE s `/ ltNO t V lZ'fl�'67lC+JL�L e 3 Uk e \ Sr~o0 GUI lv5f�-`rs ' 1 *L CONIFER TREE f R Eye e Jlot t�J�, `_" /` \ �" � y *,' ,� • ,�i p C®� t J,y ;r TLAgt(jL�L ��$. `�7 .. GLEARING.LIMIT / / 4i T t it 1. plj`t N Nbc�J r- V*41� cJ i / fib DECK >r y ��o� ti CG��� �� 5 DK�.PIt�u �� Abvs5 T4rkt5 s P t.�-o'" t� a - w ss 5 � �s �a— A,� �.� 5-HRUB5 / PLANTING5 Z o ; U, �'N� , Q %D m 0 i s D�tat,s Piz a -1 z v z m LO sgsA� y 0 �p�' og MINIMUM TREE DENSITY m ANAGORTESMUNiGODE-16.50.0'10 5FR Calculation of the Total Tree Units Required. The total number of tree units LU W required to be provided by a regulated project or tree conservation permit 1-- approval listed in Section 16.50.100 shall be calculated by dividing gross site V SOIL STOCKPILE ; area, minus any public or private street rights-of-way, by one thousand Table Z Al r, Y 16.50.120(0). The result of the calculation will be the total number of tree units IL required for the project approval within the building site. _ LU Q a \ _ 0 e / LOT 51ZE :13,551 5F TREE5 REQUIRED: 14 LUN O — , l e . �� LOT INFORMATION % w s LOT 51ZE : 13,551 50.FT. (.31 ac) W Z _A 36"O.D.CIRCULAR CUTOUT OR DRIVEVQAY MEDALLION CLEARING LIMIT AREA : 10,l91 50 FT � v �o 442.0 s� IL D Q 1 ,610 5O.FT , '�� i / ��� MAX BUILDING COVERAGE (35%) = 4,143 50.FT. JU W c`? a RIVEWAY tis =ET FLOW P15PERSION IN AGGORDANC. �O , 1 ' r� -.' ' "* ' e CN NBMPr5.1aSNEETFlow sFE�S:c ^ " A1� \ ACTUAL BUILDING COVERAGE (34.11 %) = 4,104 50.FT. m V;F) / \ =— F r > IMPERVIOUS AREA K ROOF OVERHANGS : 5,Obb 50.FT. i' '�U ;. CONCRETE DRIVOENIAY ` � Z 3 GAR �/ , �� P' APPROACH DETAILS. / IMPERVIOIU5 DRIVEWAY & 51DEWALK AREA5 : 1 ,114 50.FT. LU w oo=aa �� v \ GARAGE usErYPE1. goo TOTAL IMPERVIOUS AREA : 6,b60 50.FT a o / V H < m �w w LOT 2 \ - MAX 20 DRIVTR-2b GMT- 5�� PARCEL# P tS� ==5 11 842 5 F e \ e �� ED5 STANDARDS w" �.�oo �° A Z o t ® F ' / by ADDRE55: 3g22 ROCK RIDGE PARKWAY, ANACORTE5, WA g8221 Z <,5q241 QOZUO o`� �� OINNER: NEL50N --� Q- 0 3 4J, o / � w � 10Pii PLAN AREAS LU � oo H— zswr MAIN FLOOR 3,044 50.FT. U) =Qo / TOTAL LIVING AREA 3,044 5Q FT. 4 / / UTILITY 63 50.FT. OWNER APPROVAL r / / GARAGE — 1 ,015 50.FT. INITIAL: U ENTRY PORCH (COVERED 13050FT) 234 50.FT PAGE. \ (UNCOVERED 104 50 FT) OPEN DECK 306 50.FT. \\ Q° 04 COVERED DECK 17q 50.FT. OF: �a��_ ��� raie� �`r : BMP G154: CONCRETE WASHOUT AREA 0 BMP G235: YVATTLES O BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT BMP T5.13: POST-CONSTRUCTION 5O1L QUALITY AND r DEPTH J. SYKORA, GPBD z PURPOSE PURPOSE PURPOSE ____.___ '- F PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO 5TORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY ER05ION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS 15 DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT ,v x NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT ATER FUNCTIONS ENTERING SURFACE W WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN C CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCE5 AND EXITS FOR CONSTRUCTION SITES. U INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;;SEDIMENT AND POLLUTANT J. STERLING a � ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW CONDITIONS OF USE 3 E BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS O CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL CONCRETE W W WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS HERE: WATTLES(P.318 TOPSOIL AND SOD.NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST,BUT SUCH LANDSCAPES 1/4 )FOR TYPICAL CONSTRUCTION DETAILS.V45POT STANDARD PLAN 1-30.30-00 AL50 PROVIDES INFORMATION 517E IF PAYED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION 'Q -CONCRETE 15 USED AS A CONSTRUCTION MATERIAL. ON WATTLES(HTTP:/A,W W.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SEGTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION " - �' U.N.O. W ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, H IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER W . ASTEATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-51TE. NOTE:IF LE55 THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD -- w INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW W W W FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN 10 AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS i 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE ASHWATER MAY BE DISPOSED OF IN A USE WATTLES: GREATER STORMWATER FUNCTIONS IN THE P05T DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF CY 09-11-1? FORMED AREA AWAITINGW CONCRETE OR AN UPLAND DISPOSAL 517E HERE IT W POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION AND MINIMIZES THE NEED FOR ILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS 0d GROUND WATER.THE UPLAND 015POSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED 501L5 DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. , SOME o 0 LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITCHES,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. c=o Ze APPLICATIONS AND LIMITATIONS u. -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY NOT TO SCALE ESTABLISHING A MINIMUM 501E QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING � iL -- ---- -------- ----- - -�-- "" '--- EFFECTIVE FOR ONE TO TWO SEASONS. 501E AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM 501E QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE ' O 0 -PREVENT BILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT 3m Minimum MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH ) h Z WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,GOMP05TED WOODY MATERIAL,BI050LI05,AND FOREST PRODUCT ` 0 Lath and flagging RESIDUALS.IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE U) -1 CD an 3 sides DESIGN CRITERIA AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE, W IT 151MPORTANT THAT IMPORTED TOPSOILS 0 Sardbag I -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. � �'� IMPROVE BOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENQ) T OF CLAY FINES.THIS BMP GAN 8E GON5IDERED Q -NARROW TRENGHE5 SHOULD BE DUG AC-RO55 THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. Berm Sandbag AND 5011-5 WITH GRADUAL SLOPES.ON L005E SOILS,5TEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENGHE5 a036 DESIGN GUIDELINES 10 mil plastic tinvrg SHOULD BE DUG TO A DEPTH OF 5-TO 1-INCHES,OR 112 TO 2/3 OF THE THICKNESS OF THE WATTLE. 1�\iPg r� -SOIL RETENTION.RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOP501L TO THE MAXIMUM EXTENT s AN RK UP.SPREAD $' �-y -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE D WO iG ,.9 PRACTICABLE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOP501L ON SITE IN A Varies E I A �t A EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. 5 lJ 1 f/�j�� DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO $ -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE, •:' _FI OTHER PORTIONS OF THE 51TE WHERE FEASIBLE. R 1 nh AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. n -501E QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOWS Berm -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS. J :;,( SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE _- � -k -'4 - t �� PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: � ® -IF REQUIRED,INSTALL PILOT HOLES FOR THE 5TAKE5 U51NG A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE 1 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% Ci Section A-A AND INTO THE 501E �- \ ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED BOIL. 10 rr,8 plastic fining -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTIN65 OR 3/8-INCH REBAR C Plan Notes: THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF AN _ _ _ /� y r -- ALSO BE USED FOR STAKES. - T ti INCORPORATION OF AMENDMENTS NEEDED TO MEET THE GRITERIA.SUBSOILS BELOW THE TOP501L LAYER SHOULD BE 1. Actual layout R deter Wined in the field. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING InstaBdriveway , r ,!' \ 5CARIFIED AT LEAST 4 INCHES WITH 50ME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, g Yfti Type "Below Grade" 2 A u i.te^crash DPI ABOVE THE WATTLE. ; 9 c,dven ifdhere is a WHERE FEASIBLE. sign shall be n slated t roadside ditch present 41,� ' 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. vathrn`0 m of 4he 4"-B"quarry , 3m bfinirnum temporary concrete MAINTENANCE STANDARDS spells . „-' 3.USE COMP05T AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS � 's>, aashoul facility. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH 501L AND THOROUGHLY ENTRENCHED, / A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING CIOMP05T MEETING " ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. THE COMPOST SPECIFIC ATION FOR BMP 1-I.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.g5q),WITH THE Wood frame ,tea ' EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%B105OLID5 OR MANURE.THE COMP05T MUST ALSO HAVE AN Fj` B securely festenro _- - Geotextile ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON 70 NITROGEN l around entae t - '� RATIO MAY BE A5 HIGH R5 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND tit perimeter with two 3'.4' stakes �- LOWLANDS REGION. takes (1 `)eves - to mil `,+f- �,/,�y I - B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH U5£OF COMPOSTED MATERIAL MEETING(AJ ABOVE;OR plastic linkrg .`AY /7/ +�' { ^ OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT p y,,,l" - EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAC 113-350-220. V 1Y 15'min. Stake(typ 1 Notes: THE RESULTING BOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. O l/l 1. Driveway-shall meet Straw rolls must he /// the requirements of the 12 minimum thickness - L IMPLEMENTATION OPTIONS:THE 501E QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE Section $-B placed along slope � Adjacent rails permitting agency. METHODS L15TED BELOW: N L q %7� f 10 rill paste fining contours shall tightly abut 1'+._ 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. cq uI Two-stacked !-- 2. It is recommended that Provide full Width O 2x12 rough plan r the eAtrarhce be of itlgresslegress 2.AMEND EXISTING 517E TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM ."• area CALCULATED RATES BASED ON TESTS OF THE 501L AND AMENDMENT. U ,mood frame � F�,r _ erwvroed so that runoff IS N 1 P -' 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOP501L MUST Type "Above Grade" with Wood Planks NOT TO s drains off the pad. 73 AL50 V AMENDED R NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- Z Q m W '.,ALE I APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. q W t- -.. .__ ... ._—.__.��...,...�....-----..._�._.p X , lII 4.IMPORT TOP501L MIX OF SUFFIGIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. '� tTy \ 10'-257(348m) ;-� MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE Q Z tit ry N Figure I k-4.1 .7a 7 Figure 11-4.1 .1 DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,DOES NOT NEED TO BE AMENDED. Q O Z = W �J'/ '��,(I/J11,�� ( m Concrete Washout Area / @ Stabilized Construction Entrance MAINTENANCE Revised June 2815 Spacing depends _ ,t I DEPARTMENT UF Revised June 2015 -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OPCON5TRUGTION AND ONCE ESTABLISHED,PROTECT FROM DEPARTMENT OF t on sail type and -" sloe steepness ECOLOGY O LOGY COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. ECOLOGY Please see hit JAvww. wa. ht.html for r ht notice including rmissiors. F R and organic mailer. Please see httpYAi nvhv.ecf.wa.govlcopyright tilm!for copyright notice including permissions, -PLANT VEGETATION AND MULCH THE AMENDED 501L AREA AFTER INSTALLATION. p ecy. 9ovlc'oAyng coPY 9 Pe State of Washington limitation of liability.and disclavner. [ and native seeds are State or l-dash!ngton limitation of kability.and disclaimer. captured behind the rolls. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE 501L SURFACE TO REPLENISH ORGANIC MATTER. LU lu - -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS,HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. V O O BMP 61230: SURFACE ROUGHENING Q STORM DRAIN INLET PROTECTION 1-40.20-00 - - - -- -_-_ O Purpose: 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE O BMP C233: SILT FENCE z Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment PURPOSE trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment 3"-5"(75-125mrn) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPA55). R on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BMPs such USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A as seeding,mulching,or sodding. . 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Z } `-� II-4.2.12 SILT FENCE(P.36q)FOR DETAILS ON SILT FENCE GONSTRUGTION. w [1 c- CONDITIONS OF USE: - 1 (200-250mm) V n -All slopes steeper than 3HA V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. •''' 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.305). N -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. �, CONDITIONS OF USE ` l Live Stake SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. �+ >S (13 -Slopes with a stable rock face do not require roughening. /� - -Slopes where mowing is planned should not be excessively roughened. �/ SILT FENCE SHALL PREVENT 501L CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF l/ 1"x 1"Stake `� THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PA55 THROUGH THE FENCE. r (25 x 25mm) w arwTE Tin SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS v %5 f OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. W O Q t 1` NOTE. oaTE rvuF DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN 1. Straw toll installation requires the Placement and secure staking . o " ° ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. O of the roll in a trench.a"-5"(75-125mm)deep,dug on condors. �[, Runoff must not owed to run under a around roll. NOT TO SCALE R ff tt b all ° 1L. • p LU in filter fabric shall Figure 11-4.2.14 "D ^D at Joints at Use staples,Wire rings ord N tea. � s� ,�� � r.'� • �������cs equivalent to attach fabric to posts z � Wattles Revised November 2015 if standard strength labile used DEPARTMENT OF t 2'x� o Ga_wireor equivalent. Cn i t 11 `� `"i ECOLOGY --- Ffff — ' It_. ���"r� Please sea hftplAvww.ecy.wa.gowbopyright.htmt for copyright notice including permissions n ?,c� State of Washington limitation of liability_and disclaimer. _ _ _ (1 0 Tracking with machinery up and down - . �� O BMP G123: PLASTIC COVERING - " f00 the slog provides.a grooves that will ¢ �, r 1 f ,-� 00"W/ _,catch seed,raimall.arxf reduce rurtaH. cs '��- �- `�..-e `yea. PURPOSE: SECIMVLW PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. r' // f (Y> 3 E m o Tracking CONDITIONS OF USE: /J T r f 1 PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LE55 THAN 30 DAYS, Minimum _../ 1 6'max o� z EXCEPT AS STATED BELOW. 4'k4"irertdh PLASTIC 15 PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY r A tu Ogri RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX Post spacing may be increased w 3 g i to 8'if wire backing is used 2"x2'v:ood posts.steel MONTHS)APPLICATIONS. fence posts.or equivalentDFAJ 44 �gppo -DUE TO RAPID RUNOFF CAUSED BY PLASTIC GOVERING,DO NOT USE TH15 METHOD UPSLOPE OF AREAS THAT MIGHT BE -rtECTAnnOrAit aP�'TTEE g„p iE,,t sEm�EVK sysrsT.,(Mr o o i w ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. rzj� ` l PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE 2 o s 300 MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY '�=_-_�_+ 2"zY by 14 Ga.urine or equivalent. g w a —�_ s )jl II III1 CLEAN WATER AWAY FROM THESE AREAS. i' _ — if s]andarci strength[atrtc used a'zo6 �)) (�(,,,�(, t ti.(1 TO PREVENT UNDERCUTTING,TRENCH AND BRCKFILL ROLLED PLASTIC GOVERING PRODUCTS. C yip OOOVU 50' fi"min ' 111 ' = -WHILE PLASTIC I5 INEXPENSIVE TO PURCHASE,THE ADDED G05T OF INSTALLATION,MAINTENANCE,REMOVAL,AND v i o (15" (150mm) DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD. r\ 1 w F o Filter fabric O o s$€ )� stin g o m >uY _ -WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLEGTION MEASURES AT THE BASE OF THE 1 - 3 SLOPE.THESE ME A5URE5 INCLUDE PLASTIC-GOVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN �'� % a�°2 III1 RAINWATERW AWAY FROM BARE 501L AND DISTURBED AREAS.DO NOT MD(CLEAN RUNOFF FROM A PLASTIC COVERED Contour Furrows SLOPE WITH DIRTY RUNOFF FROM A PROJECT. BELOW INLET MATE DEVICE 1A 11 0YWLOwaT►A=nW`J \ v - Bankfill trench with Maximum nawesoil or'J;"- OWNER APPROVAL ',, i suTeff 1.5"washed gravel \ 12 �1d")'�//S irerrea Minimum Gnado't*s Will catch seed,fertilizer. �-=� ' Uu� rxerarcxivn®cr INITIAL: mulch. rainfall, and decrease runoff. l 4 4"x4"wench MARK W.MAi1RER PAGE: _11 (() ,�. ISOMETWC VIEW CB[rd:MTE NO.OMMS ten -wood equivalent steel eel NOT TO SCALE .. .. .e. NOT TO SCALE _ Figure 11-4.1 .5loam erra�ewwN Surface Roughening by Tracking V Figure 11-4.2.12 � 0F: _ B„ r,ar,B r Silt Fence and Contour Furrows ,DEPARTMENT OF � DEPARTMENT OF Revised October 2014 Revised AOCoaeitoMehffi 08.20.07 ECOLOGY -" °'""°® �` ECOLOGY Please see hBplA.uww.ecy.wa.gowrcopyliglrt.htmf for copyright ndtioe including pamnissions. �+r+�• ���T�� Please see liablAvww.ecywaimer.opytighthbrrl for copyright notice including permissions. State of Washington limitation Of liability. and discairrser. State of Washington Irmitation of liability.and disclaimer. i1b00VNV_iO AiIO "LARIZA M `P' MOST HYDRAULICALLY REMOTE HEAD HEAD # GPM PRESSURE REDID AT STREET 2 HEAD H.16, H.18 GPM 26 Q sroo�- HD SYMBOLMODEL B K FACTOR MAX SPACING O° RFC43-12 SIN-RFC43-RA0612 4.3 12X12 l� RFC43-14 SIN-RFC43-RA0612 4.3 14X14 wad + Q RFC43-16 SIN-RFC43-RA0612 4.3 16X16 RFC43-18 SIN-RFC43-RA0612 4.3 18X18 0 RFC43-20 SIN-RFC43-RA0612 4.3 20X20 Mn* Required inkier Discharge NormSiz Temp Factor Sprinkler Max. Sk1gie Sprinkler Two or More Sprinklers Mold Orifice Size Rating f�tor $acing Distance, Sp Trap ca i2L+ r.c;�.;I^ 0n) (T) (ft) To wall Flow Pressure Flow Ea Pressure Ea. 3922 ROCK RIDGE PARKWAY ANACORTES WA 98221 00 (gym) (pet) (gpm) (psi) 1 12 x 12 6 12 7.8 12 7.8 a,� /e. - i'4e.`;�3' 1':d:.'.. YM-74560199 P41'. 3'"v"55P/ii:J?�. i'!,'.♦E>$11.3 a'ff.. rpl :;V10. rY5.236t7L Ph., 16x14 7 13 9.1 13 9.1 x --------- _ __- SIR RFC43 / t65 4.3 Z 16 z 18 9 18 �7.5 18 17.5 , Z O y f 1 - 5'0^-- _ g C ^ 21 23.8 �I .................. J ; ; P . NUMBER OF SPRINKLER HEADS:24 w .. m I WALK IN CLOSET / ip '" 1j 1, a •r.i f? Q zq. O 10"CEILING MASTER BEDROOM th j(- '•1 I 10"CEILING u,n t0 r0 �iO/LP O T J i ( 10"CEILNR BATH L ....- J, p Q 1 UTILITY - __ S CURBL_55 ; g " HD SYMBOL MODEL # K FACTOR MAX SPACING Q �' 0 d Fw 10"CEILING RFC43-1� In ;+ 4} , A F1R44A6-12SW Fl RES 44 SWS 4.4 12X12 Q > G `) z 18 j ih m 44A6-14SW F1 RES 44 SWC 4.4 14X14 1 L v `' F1R44A6-12SW RFC43-18 - <i ^ F1R F 4 N �� .:........ H.23 � �: H.22 H.21 ......... H 2O43 44A6-16SW 1 RES 4 SWC 4.4 16X16 � 0 Lu ry; m- ® FiR tn r iAll 6 •• ♦�' m I N fY 2 7"REHAU PEX PIPE 1.1. h 4J `? Mlnkwm R "wed Discharge7- L11 I; 4 Temp SprinMer max m LL- cc GARAGE GARAGE :: a �-•. > f; r, ' Model Orifice SIM Rating Factor )g Distance Single SprinMw Two or More Sprinklers i T -_ 10"CEILING 10"CEILING �- --- -"� �``-- ,:;, ':� " (k1) (F) (ft Flow Pressure Flow Pressure Ea. 0 Z 1 ........ . •: _ I"-'-- � __.m T00 (gym) (psi) (gym (Psi) I- w O - ................""_""".......-...----....._....._. J or 31 . 2 q r+ 53 4 RES 44 / 155 4.4 Q Q _ :..... ::::.............:•::::•%' 'j Jet 6 1 8 16 1&0 17 02 n_.¢n 12 x 12 8 13 &7 13 Lu !! Ft 3 8' 14 z 14 7 14 10.2 14 H.24 !/! 1 x 6 SO LAUNDRY '0 CLOSET RFC43-12 !! ni 10"CEILING �[ -'= NUMBER OF SPRINKLER HEADS: I r - - _---__ 1 - - rL NN�� B„� x tz c_IunD IS AM erlolccAS._aF'rPu' •`vli.,s: p ul_vo�•r.c.n1r- 1 A G AN B I f0 ' / \ .•• GRANT�'`IR=F'Lb5D=5wN T16.12.(POT2NTiK',Fi00 LESS,} bt ; r- -1 �� :'-" ••,•:F:v:. N It Remliee hroulNan be moved M WATER SUPPLY - _ �K`GAM BP =R - --rT"--{' uo above ae epm.d9on _ 1 - loIl EI?LAC= _ I .rown.N n.mm.�nasa,ed RFC43 z 1 ! _ D T 2 H.13 eoARO=ORGRANir 1It METER P,ceb e RFC43-12 SUPPLY H.15 g stl ette NkeeP Me PPe I I I l STATIC PRESSURE 60.000 RESIDUAL PRESSURE 52.500 1D RFC43 RFC43 AVAILABLE FLOW(GPM) 40.000 In -2 f _ .a" L_s_ C I H 6 H 8 ' i TOTAL PRESSURE REQUIRED 24.977 O ----- -:,,-= I ' ' - ,_ M i 'R - �:_-_-_, #i 1%2 - -- TOTAL REQUIRED FLOW(GPM) 26A00 TRAPPEDAIRSPACE n a I � ' m 1 """. s: ,/3" N '� a x ND HEADS I•, •. SAFETY MARGIN (PSI) 31.643 GAT NSDLA NTENTED N r 11 ! MOST DEMAND I Tlo H16, H18 O "'�4" `t POWDER _- _ SAFETY MARGIN (GPM) CO) in rr �• r00 qe - - _ - -- --- OVER PIPING 1 r ______ t ? 9"CEILING ) . Ij! vIM - -Y'--x---- --- � � } � _ �. DINING PM GREAT ROOM ,I W � N __- rY•F,P32G%IG,_......."_. -a: 14"CEILING 14"CEILING I 'I � �1 = r - THIS SYSTEM UTILIZES A 1.5" SERVICE LINE & 1 METER TENTING HORN STROBE - �• RA NG �H - m;z o Ir z - o 5 z CAPABLE OF PROVIDING 26 GPM 60 PSI. W co F- W r W -a-O°--- �. ENTRY tM :. "' •;' 14"CEILING i+ o 1. SYSTEM TYPE: NFPA 13D- MULTIPURPOSE FIRE PROTECTION SYSTEM p7 O O W '< is a _ F- U Z 'N PIPE RAUPEX NON BARRIER U L LISTED FOR MULTI PURPOSE Z � m 00 Q 3 t -- 1 n 1 FIRE PROTECTION SYSTEM. U N d N Q a 1"REHAU PEX PIPE O I ELEVATIONS-CROSS SECTION OF HOME 7 1 LISTED AND APPROVED FOR RFC43-12 RFC43-16 RFC43-16 Im WET PIPE FIRE SPRINKLERS SYSTEM. W O J AR LAMEG ARD PIPE U L y} _ o .r_ IF tt a l 'ICI N J 6 4. FITTINGS: SPEARS CPVC- U.L. LISTED FOR NFPA 13, 13R & 13D SYSTEMS. [" A Y 114 FT uRILLARSTONE T'- 0y ry \; 30 22 LISTED FOR MULTI PURPOSE M O N aruLAR . ;::; - 5. GREATRM) rb ` ...;..............', :,,.::rrr •:::::•:::::.:::::.�::::::::::�.• .-:,rr..n•:::.r.r:::::::::: _• a 5 FITTINGS" EVERLOC - U.L.ULLIS F ( -sc•.•+z., Gf.•/;{/,.;, •.y,; ...IFf.F.54:i<Si4y}:i!yxr;4ii:i^i;•:?Si55'fr:iviYfiil __ FI - 110 FT } , . !4v_._.:-.Jf<;:J_.i2.i:<. :Li_:C:. .»,. s"..w".._,:.,._ ✓ _ FIRE PROTECTION SYSTEM r� .+ =�=a (OFFICE) ¢ (MASTER BATH) CLOSET -" •` R 2 A -D-1... Z FA N" (THEATER RM) Li CLOSET - z t oaa _ _ 2•I.�____5•.ly^ ___."Iw I.p« � 1 d � o � iy irtul fIl W (CRAWLSPACE) ¢' (MECH.) 100 FT .��. IT ( KITCHEN 'I W Q W y' -I -- T. 10"CEILING N L - 29 [Y " 1 -1- 231 16 ,i _ l g RFC43-16 (W i 12 1 , ._ b Eov OFFICE - - - Pi r i 11 _ ...........................re o_ 10"CEILING - �i 1' •� Q ry . ,. 11: j RFC43 I = c�t waawmeromsr�n ■ H.12 1 W - w" 24 J � � Z H.7"'"' " ■ amfrMT8 air aarrmlrar ■ Q aaJ H.8 -eve i rm mwnatm ti mmmaeke *Tm i d V CL weeeleRFC43- -- ■ i Rodney L. Durham Y Y 0 905-N Level 1 _ OJ -------------- ------•-- --•---- --- ---------------- - _ ■ F h ■ 0 8511 ■ -- ---------------------------------- -- -- rp ----`-------------------- ----- :�:C?�;;:;;,r•.-:,-:Z <v t - - - - - - - -- - - - -- - - - -- - - - �' .", a LL I _ XFI 41=1 I 1' I W 11 -1 F'- ---------------- -- ll I -k I i z F I o ■ ( 11, e; 11 •_ '•_III. _. ti : 1n - Yrc:i• ■ O .f,. - -- 9 PANTRY ■n.. m :• m d y......... MANI D EXA FOL MPLE ¢ -� I U 10^ EILIN �i:: Wm - C G I f - __ _ _______________ _ __ _ ___ ___ ____ _______ _________________ _________ ____________ _ _____________ ______ __ ___ __ __ a� - - - N N: z - ' �i�31 z �: i£s� TECH. _ _ � .. . . . ......... .. . . ... ............... . ..:•:.... W ♦ __ _.. _ _ "O _ _4.r. ._ . .__.. _ O _ _._ _ ... ... /' to_ _. _ _ ;... .. . . ':o-::...... :.:....,:y Q p° m b 1;;, m S b N7t 241 �' 3- RFC43-12 2 -- M Q M ' a Ln a .: a 1, g - • :la'------::-____'-_:. __________________cc=::::: --' r "--'"--• =:III':----:":c_:-:e:::::::::c::::::::_: --------="=c:______"--"- - ---- ca RFC4 >- x r• $ O a f;:) O tL o i `1 RFC43 tt dl , xLU - - LU --------_-___--___--------------_-_-__---' « -----��- ----------------- - < - - 014� { P10 'r,X o._ _____ _ -_ - _____ ___ H.25 : HALLWY+. �I, 1"REHAU PEX PIPE � H'9 H.2 r: = O }r;; x -C !1 I nt 4i �11' t rr Q p Fd " u 70"CEILING '�{•'�- -----'--- ----'--"---------O O j�?+"4_at._"----------- c+O 'Steq Of ', i t TER SERVICE I - - - a ra N k,�� WA $C ,. $C --_"X 1.5"POLY LINE D.T.1. 16 17 "X V ee s t 1. •. -___- _ ________ ____ "?.. SERVICE. 60 FT. ' ,r E:,r :^DQ I - a5 C4 L-E@# 2. 1"METER'60 PSI S i by .! ______ ___________-__ m 3 37 -- - --------- -------------- ------------- ---' . 91 - -- - t0'-5112 qW •; 1-- 1.5"SPEARS CPVC PIPE 1• ' H.6 ,':-`'••w•r•• H.5 H.1 ! T_ LU T.2 W W i :: a '>' RFC43-16 Uj R - T 3 - - - - - - o k1 - - 4 . _______________-___ -----_-__---- ___-- -_--- F -------_ ___ .___ __ __ - PR NKLER - u>t_N.' CBATH 1 6 RFC43-16 RFC43-16 i ' - ¢ --------- €r'�. T.1 S ! FIRES _I F f 1 ' 31/2'X11 T15"LVL=LOORBJIM H '•r' ' r b 't - ^ r'NIFOLD iY 10'CEILING <y J B-ARING34ALLAeov=) �, r..; _ ________ 9. �_" __ _ _____ I Q' g O S Y a I - - - - - Go - - -r - GUEST B /� :.yr�" ^w w p ' i n ?; THEATER ROD6A J; 0"CEILINGE ■� ..... .•... .:....::... y; > //i///f/,/ �' 1P IE�L1pC ^ra�Er L'« --- p ; - DROOM OrhRING ABtlV= X r 3'`1�\ 8'_ARING A804+ ' ��_-. •� > CLOSET ` ` ' 1 P05T T� A ___ _ '�y� _=pp5T p3-2x)TO _ �" --_-zcc__ - +7" _. CLOSE'T 10"CEILING v� ' 1-1rs HAry_ .__ „XZ4"XS"`OOtiNG.___"_________________"__________ ___-___""__ ___ ,___-__ _ _ 1y, GER ___.G .._._-_. _r-m„m=B°X2B"X5"`DOTING.__ ____________________.______-_ _____., _____ _____________ _ _ 3 _ �y . A CD C r Ali a N {[(`y f - _ R.1 A - ---- - -_ __:-- ------_______.__c--- --------------- �; --------------- r1 - - ---- -----=__ - yy V;343aotc. . . �r I J M --- ---�•f ----- �� ------- - ty WALL EXAMPLE a t' y jp _.. ry 3 _... O� j MAtN FLOOR MANIFOLD-IN -- I� W • ------ ' ' I --I I ? ) rU n 1 •A7 1,.,r,•••C >at9^_"vX PI: I .i 3:'1a :G. AP 201 R MO r _ I FOUNDATION (CRAWLER) FLOOR PLAN MAIN FLOOR PLAN CITY OFANACORTE � W �� � iANGERS AND SUPPORT-CPVC FLAMEGUARD PIPE HANGERS AND SUPPORT- PEX PIPE GENERAL NOTES CONTRACTORS INFO. OWNERS INFO. STANDARD SYMBOL KEY HYDRAULIC CALCULATION SYMBOL KEY c eEo M r GINC SIZE MAXIMUM SUPPORT NFPTHE HA 0 PERMITS GARSUPPORT ORT E S USTASLO ETOLLTHOSE ONNFPA130SEQUIRED BY LOCAL STEMS.MBINOCODES" NOMINAL TUBING DIAMETER (In.) SPACING(In.) 1,THESE HYDRAULIC CALCULATIONS AND SYSTEMS 1"FLAMEGUARD(CPVC)PIPE H9 o SPRINKLER HEAD WITH HEAD S.0 SOURCE Dia INSIDE DIAMETER OF PIPE z C1 � r (INCHES) SPACING (FEET) HE MANGAWSUPPORi REQUIREMENTSMUST ASLO BE FOLLOWED ON NFPA 130E SYSTEMS. ARE LLINTE COMPLIANCE BE*RJEWITH NFPA PIPE UNLESS STRANDBERG CONSTRUCTION,INC. NELSON ROBERTP Q NUMBER, SPRINKLER TYPE Y 1.5"FLAMEGUARD(CPVC) PIPE H.1 HEAD NUMBER C-Factor INSIDE OF PIPE SMOOTHNESS TOLCO CPVC HANGER 3/8",1/2",3/4",1" 32" TUBE TALON 2.ALL INTERIOR PIPEUNLES6 PO BOX 319 NELSON VICKY A r C N CO 3/4" 5-1/2 FT OTHERWSENOTED, RFC43-16 NUMBER&COVERAGE M _ co 1.HORIZONTAL RUNS MUST BE BRACED SO THAT THE STRESS S.RISERS MUST BE SUPPORTED BY PIPE CLAMPS I.PLASTICANGERSANDSTAPSARERECOMMENDED,BUT .MINIMUM SPACING BETWEEN SPRINKLERS IS Ea' ® DOMESTIC PIPING R.30.A RISER NUMBER FT FLOWING TEE w N 00 W 6FT LOADS WILL NOT SE PLACED ONA FITTING ORAJOIN, OR BY HANGERS LOCATED ON THE HORIZONTAL METAL SUPPORTS WHICH ARE DESIGNED FOR USE WITH PER NFPAI3D,REFER TO SPACING CARTSFOR ANACORTES, WA 98221 4305 MARINE CREST PLACE wxm,ne� ao SUPPORT SPACING I$SHOWN IN THE FOLLOWING TABLE, CONNECTION CLOSE TO THE RISER.ONLY LISTED PLASTIC TUBING CAN BE USED. MAXIMUM SPACING BETWEEN SPRINKLERS AND r W a71 ALL" UT -1/4" 6-1/2 FT 2,MEN ASPRINKI-ERHEADACITIVATES,ASIGNIFICANT HANGERSANDCIAMPS CAN BEUSED.VERTICAL FROMWALLS. ANACORTES, WA 98221 314" REHAU PEX PIPE � I T.30 TEE 1B 1 BRANCH OF A TEE REACTIVE FORCE CAN BE EXERTED ON THE PIPE.NTH LINES MUST BE SUPPORTED AT INTERVALS TO 2.VERTICAL TUBING SHALL BE SUPPORTED AT EVERY FLOOR 4.THE ROUTING OF THE TUBING SHOWN ON THIS A PENDENT HEAD,THIS RE ACTIVE FORCE CAN CAUSE THE AVOID PLACING EXCESSIVE THIS DNAFYUSI BETWEE TO N FLOORS, HEIGHT) AT THE MI0.FLOORGUIDE DRAWING IS INTENDED TO BE SCHEMATIC THIS PHONE: (360)-293-7431 VREHAU PEX PIPE C HORN STROBE P.1 PIPE NUMBER 1R 1RUN OF ATEE 7FT At THE LOWER END.THIS CAN BE DONE USING BE VEEN FLOORS. DRAWING SHOWS SUGGESTED ROUTING ONLY. r PIPE TO LIFT VERTICALLY IF IT IS NOT SECURED PROPERLY, RISER CLAMPS OR DOUBLE-BOLT PIPE CLAMPS ALTERNATE ROUTING MAY BE USED,SO LONG AS wendy@ 9 strandber construction.com .WH BENT p, ESPECIALLY IF THE SPRINnER DROP IS MOM SMALL LISTED FOR THIS SERVICE. 3EN PENETRATING METAL STUDS,UTILIZE APROPERLY-DESIGNED a \ I® THE SPRINKLERS ARE CONNIICTED IN THE LA 90 DEGREE ELBOW PT PSITOTAL I 1 SPRINKLER HEAD �. DIAMETER PIPE.THE PIPE MUST BE BRACED AGAINST THE BUSHING OR SLEEVtNG MATERIAL ON ALL PENETRATIONS TO PROTECT v ARRANGEMENT SHOWN. VERTICAL UFT-UP WITH THE CLOSEST HANGER. 6,THE RISER SHALL BE SUPPORTED VERTICALLY TUBING, 5,ALL PIPING TO BE SUPPORTEDACCORDING TO D.T DOMESTIC TEE PF PIPE FRICTION 1L 90 DEGREE ELBOW N !-1/2" 9FT WITHIN 2 FEET OF THE MUNGORBOTTOM ® NFPA13D AND MANUFACTIAER'SRECOMMENDATIONS. 3.ALL INTERIOR PIPING TOW IS"SPEARSCWC. OF THE JOIST. 4.PIPING LAID ON OPEN JOISTS OR RAFTERS SHALL BE SUPPORTED IN S. THE PIPING ARRANGEMENI HYDRAULIC T.30 � NODE(TEE)NUMBER PE PSI ELEVATION MNF MANIFOLD 1OFT SCHEDULE N FITTINGS AND PIPE. A MANNER TATPREVENTS LATERAL MOVEMENT, ® CALCULATIONS ARE PROPRIETARY PROPERTY RISER FLOOR CONNECTER 4.SPRINKLER RISER DIAMETER TO BE I.V T MAINTAIN T VERTICALWITH SUPIPORTS PING AT EACH FLOOR 5,SPRINKLER PIPING SMILE BE SUPPORTED IN A MANNER TO PREVENT THE TO IN A STGHT OFXTHEM.AU ND AUTHORIZEDRi RTODUCTION SORIV EXCLUUBE 188 P11 PIPE NUMBER AND RISER NUMBER 3G p QA GPM L.2 90 DEGREE ELBOW LEVEL,OR AT 10 FEET INTERVALS, MOVEMENT OF PIPING UPON SPRINKLER OPERATION, FOttBIDDEN, QT GPM QUANITY D.T DOMESTIC TEE Tim K . Garrison 1500 E. College Way #515 , P . E • Mount Vernon, WA 98273 Consulting En Phone: (360) 708-1865 g Engineer g timg@BuildersEngineer. com Structural Analysis : New Home at 3922 Rock Ridge Parkway, Anacortes, WA Client: Robert Nelson CCI Job Number: T17063 Building Design : Jim Sykora, Strandberg Date: August 21 , 2017 Design. GARB * F wMsg� IJ SEP 0 B 2017 1 4� * CITY OF ANACCi=i 1"ES �7gyAl- * 8ts''r! 7 E1t3w18 INDEX : Design Sketches and Callouts SKI — SK4 , COO — CO3 Standard Specifications . B — G Calculations. C1 — C15 Total No. of pages excluding cover sheet: 29 Notes, Disclaimers : ConstructionCalo, Inc . (CCI) takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums) . 5(! f L � Ifr � l ' _ 11 ,a [ v3 �osF z; , h _IG Ujlp — 5 = w a 25k� it OVE _ _ l �23FI p �ri- n.t § 4 •Z K 2lu _) J Gil C `� lGCSo � Oa w ' o ti �iep 41 JO LL- y, ' 1 �I f vd SKL L A"I Pli Ili . - 1.vw15 )LI I u 5PL. PimaCFI , kz JIL -- �- - - - - - - - - - - - - _ fi 2 ' . OF I Aa/,� �~A4_-1 Aa ✓"a . l FIFO L , L J I - _ _ _ _ , . I , 36�36• . V� I I / , I I . GARA Fit GARA FLDOR V 1 ,076 50 FIT GE 76 SQ FT V OPE GARAGE FLOOR • II ' - r f - ml_ f Ir Fill) CLIFF max A4 5IFII ✓_ / op , MU' �A4 - A4 _ _ A4 lillAI I _✓ i '-, ',✓ 19 LFill cc - - A4 - n4 _ _ I qq ,- _ _ _ L J L- J I L �JIf � � I L 7 __ f G NNLP4G VENTILATION I _ --- - - - - - J 71 — fl I A4 _ _ - -L III it cMN ✓ - w )_ G0. IIII ct — bteA� I ). vA4 _ _ ... - - ✓ _ q f\ . . ' A4 / 9!1NIFTTFW ✓ A Ji ' `� s Srlr rvz� C I _Ir r 41' " s NCRITCI \ FMf I IF DE11 IL 9 TYP. FOR POST FOOTINGS i ------ L DETAIL 95A ALT WHEN - • i� SKII Ll \} -IOM ANT RE I�TIN6 F05T ON ROCK it l-VL . fT - 14 .. ;. FrI --- I I I it r � ! JL I I ( { . ,� I � J z AA - r A4 IF VJ / ,� �,, J Sr�1 OTzue e; P 2 T'EU ss oR 2Af"(6Q li D1 �ACrEIIL a2 , AST,, ' oiz :(ols"(' AST. t '`7 S LTP4 A3 ¢ Shear wall top s! aTw,1e� AST" connection - 45P "E- - ISaralrub framing - GEll. w oR la[;+Isa E 5FLA parallel . o ts2 SQAcna4cEtu yy m2 ' - ar�tErz. i $>'Auv4 I Lower roof connection to Shear wall top connection p3 shear wall . D2 framing perpendicular. � SGYEw 'D]i wu� s«tnwK PEe. cau.o r LoWE2 T us5 02 Parallel 4�ra2 Condition LEDIrjeR La I K IDIL S DS -L. 5 - ]� Aqr 2.6 'Oc c uwrt cour H1 ,q o 7�11FTE<L o2 Y W. . ff sowai5bfleo MESS ?a'P. N Cyo2-D D2.. VV L£ol� 62 I � i RIM OR sc7F,.{ aQ Lm.Yr BAKE( - r isT saaarti R4�DUrisO PerpendicularCondition 5H 642I a Z .S., Pat SDW61is 1i ) t 5144A, , N _ I [L.IM Vr T Co*iT N€sTiO461 Mono 51 �olsy iizu s . Truss NAt.r4�tt - _ LY, Soap BAa;whtc� eAe PsR "Pi.Ml I I Strong Wall SB on upper i I � D5 level framed floor, t i wkE 53 - - t r• `01 I i I i I Co �j Uada .n a a a •9 B °' .5 M „ s PC 40 ao P7aw '9aaa -- - pp .y Vl r3 N xO P O i7 L y.y U q itl Q ran a y .5 o z N z a C aai 9 'd PC Rh k k •L � 3 ""' � W N v ry � N un U o P � w �, pq pq ypy —� pp �q7 pq � p •° a as � � y m u 3 3 3 � � __ a 5 5 d m q U a n a v n Pommo Poona y y N N N N N N N p0 O N X X X k k X n O y r L ' .y v 3 ON RPC 04 5 N N N �O N b s . L ~ am E U � PC a _ w M m O .. N1 . N O 4 C b 4 v pq �D .q •'� G l� O N o0 P4 v U d N M N N u W 004 N col Structural Callouts° — Copyright ConstructionCalc. Inc (CCI) 0 PA Per Architect Structural Item: This item and related connectors shall be per architect / designer. 8 SW Simpson Strong Wall SB Detail * Strong Wall: Use SWS1318 . Width = 18". Height, see below. * Height: Foundation to bottom of header beam. Okay to order SWSB long and cut to height as necessary. * Alignment: SWSB creates edge of rough opening. Remainder of wall section may be filled in with standard framing. _ Position to align with outside (exterior) face of studs. Furr-out as necessary to flush up with remainder of wall. * Top Connection: Header beam to extend over entire Strong Wall. Connect with portal straps SWSB-PS . Also _connect header beam to Strong Wall with SDS screws that come with the SWSB. Sheathing: Sheathe header, SWSB, and wall, from mud sill to roof similar to 2PW. * Bottom Connection: Connect integral holdowns at Strong Wall bottom with 7/8" all-thread of sufficient length D5 to extend to footing bottom_ rebar. - -IUse 2, HGAIO, bottom plate to SWSB. _ All-thread will extend through floor cavity and wall below. Use extra rim block as shown in detail. Use two studs, min. at each anchor bolt in wall below. Okay to use coupler nut(s) as needed to connect segments of all-thread, -- lAt footing, suggest using Strong Wall SB Anchor Bolt template, SWSB-RT. All-thread to extend to footing bottom rebar and terminate with a double nut and 3" x .25 " washer. After installation tighten all-thread to a very tight condition, at least 50 ft-lb torque. 9 SW ' Simpson Strong Wall SB Detail * Strong Wall: Use SWSB24. Width = 24". Height, see below. * Height: Bottom plate to top plate.Okay to order SWSB long and cut to height as necessary. - * Alignment: Nail 2x trimmer to SWSB for header support. Trimmer creates edge of rough opening. Remainder of wall section may be filled in with standard framing. ,Position to align with outside (exterior) face of studs. Furr-out as necessary to flush up with remainder of wall. * Top Connection: Connect top of SWSB to double top plate with SDS connectors that come with the SWSB. * Sheathing: Sheathe header, SWSB, and wall, from mud sill to roof similar to 2PW. * Bottom Connection : Connect integral holdowns at Strong Wall bottom with I " all-thread of sufficient length to D5 extend to footing bottom rebar. Use 2, HGA10, bottom plate to SWSB . _ All-thread will extend through floor cavity and wall below. Use extra rim block as shown in detail, _ Use two studs, min. at each anchor bolt in wall below. Okay to use coupler nut(s) as needed to connect segments of all-thread, - : At footing; suggest using Strong Wall SB Anchor Bolt template, SWSB-RT, All-thread to extend to footing bottom rebar and terminate with a double nut and 3 " x .25" washer. After installation tighten all-thread to a very tight condition, at least 50 ft-lb torque. 1-5 FF ( Floor-To-Floor Holdown * Min., Capacity: Good for 1705 lb tension. * Strap : Use CS 16 vertical strap applied to outside of wall sheathing. Attach to 2 2x, 3x, or 4x studs lined up above and below rim joist. Fill all nail holes with 16d. _ If strap falls on header or beam below, nail to header or beam and wrap around bottom if necessary. * End Distance: 12" min. to each upper and lower studs. Approx total length = 24" + depth of floors stem . Got 171 HD Alt 1 - Holdown - Embedded Strap Type. * Min Capacity Good for 2185 lb uplift. Holdown Use LSTHD8 for no rim joist condition. For nmloist condition use LSTHDBRJ * Nails: Use 16, 16d to full-height stud as follows. * Stud : Use larger of: king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt - Holdown - Bolt Type Holdown: Use HDU2. * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above Anchor Bolt: If wet set, use 5/8" diameter SST1316, or 5/8" all-thread with nut and 3 " washer on embedded end. * , Min embedment = 1211 . If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. If rotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem wall. 20 H Header * ^ Header: use min: 2x6, tall dimension vertical in "L" configuration. Or use min. , 2- 2x6, or 4x6. * . For "L" configuration, connect vertical header member to flat 2x with 16d @ 4" OC. �tTrimmer: (a.k.a., Jack Stud) Use min., 1 - 2x, or concealed flange hanger, each end. * King Stud : full height bottom plate to top plate: Plate to plate heights greater than 12' use min, 2- 2x each end, or as shown on Plan, Plate to plate heights 12' and less with openings wider than 5', use min., 2- 2x, each end. Plate to plate heights 12' and less with openings 5' wide and less, use min., 1 - 2x, each end. 21 H Header * Header: use min: 2x10, tall dimension vertical in "L" configuration. Or use min., 2- 2x8, or 4x8. I For "L" configuration, connect vertical header member to flat 2x with 16d @ 4" OC. * rTrimmer: (a.k.a., Jack Stud) Use min., 1 - 2x, or concealed flange hanger, each end. As alternate,may use FC4 for 2x4 wall, FC6 for 2x6 wall. (FC4 good for 865 lb., FC6 good for 1010 lb.) * King Stud: full height bottom plate to top plate: Plate to plate heights greater than IT, use min., 2- 2x each end, or as shown on Plan. Plate to plate heights 12' and less with openings wider than 5', use min., 2- 2x, each end. Plate to plate heights 12' and less with openings 5' wide and less, use min., 1 - 2x, each end. 22 H Header Header: use min: 2- 2xI0; or 4x10. * Trimmer: (a.k.a. , Jack Stud) use min., 1 - 2x, or concealed flange hanger, each end. * King stud: full height bottom plate to top plate: Openings wider than 5', use min., 2- 2x, each end. Openings 5' wide and less, use min. , 1 - 2x, each end. 23 , H ( Header �* Header: use min: 4x10 or 6x10. * Trimmer: (a.k.a., Jack Stud) use min., 1 - 2x, or concealed flange hanger, each end. * King stud: full height bottom plate to top plate: Openings wider than 5', use min., 2- 2x each end. Openings 5' wide and less use min. , 1 2x each end. G03 25 H Header at Strong Wall SB Header: Use min., 6x10 DF, or 5x9 glulam. * ' Length: This header to span from exterior wall to exterior wall, approximately 16" Bearing: — At one end bear on 8SW - see that callout for connection. Extend over 8SW to beam pocket in wall corner. At other end bear on min., 3 studs in 3" min., beam pocket in wall intersection. Window Mullions: Use 2, 2x6 mullion between windows, spanning from bottom plate to bottom of header. * Connect to header with 2, A34 or similar. Intermediate headers (if any) to bear on mullions with HUC or similar. 311 B Beam Beam: Use min., 5XI0.5 glulam or PSL. Connection to Post: Use PC, AC, CCQ, HUCQ, cleats, or similar. * Connection to Wall: Min bearing length on top plate, beam pocket, mud sill, etc. = 3". 65 L Ledger - Roof Diaphragm _ Detail * Ledger Connection: Where a ledger is called for below, if connecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. Length of SDS or LedgerLOK = full depth penetration into rim, or 2.5" min embedment into solid framing. Min distance of connector to end of ledger or splice = 2" . Min edge distance to top or bottom of ledger =2" Framing Connection to Wall, General: Use any of the following, whichever is applicable. D3 Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters. Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. Parallel Rafter or Truss Top Chord : Ledger maybe top chord of truss or last rafter or similar. Ledger to be laced against wall sheathing. _ Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blocking.) ' Mono Truss Bottom Chord Perpendicular: Alternate A(shown in detail) : Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) _ Alternate 2 (not shown in detail.): Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min. , 3- 16d @ 24" max spacing. * Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. 66 L Ledger - Deck Joists to Rim. * Ledger: Use min., 2x, PT ledger, at least as tall as joists. * Ledger Connecion: Connect to rim with SDS or LedgerLOK at max., 10" OC and within 3 " of ends and splices. _ _ _ SDS or LedgerLOK to be of length necessary for full penetration in rim. * Joist Connection: Connect joist to ledger with U or LU hanger. 71 KS King Stud *� At sides of opening use min 2, 1 .5x5 .5 LVL, continuous bottom plate to top plate, Headers to hang on this with HUC or similar. 72 P Post * Post: Use min., 2 studs under point load above. 73 P ' Post -- — — * Post: Use min. , 3 studs under point load above. I � I Standard Structural Specifications° — Copyright, Tim K. Garrison, P.E . BASIS OF DESIGN — APPLICABLE CODES: Code. The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. LIMITED SCOPE OF CONSULTANT' S WORK: Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, Inc., hereafter indicated as "CCI." Scope of Consultant' s Work. The scope of work of CCI is limited to structural analysis of a new single family residence. CCI takes responsibility only for items specifically addressed in our drawings and calculations . Constructed items not specifically addressed herein shall be built per minimum code. LOADS Following are the loads used for the subject design / analysis: 0 Roof live: 20 psf. o Exterior wall dead: 10 psf 0 Roof + ceiling dead: 15 psf 0 Interior wall dead: 7 psf 0 Roof snow: 25 psf 0 Seismic Factors: Ss= 1 . 104, S1 = 0.438 , 0 Floor live: 40 psf 0 Seismic Des Category: "D" 0 Floor dead: 15 psf. 0 Wind Exposure ` B ' , 3 -sec gust: 120 mph. 0 Deck live: 40 psf 0 Assumed allowable soil bearing pressure: 0 Deck dead: 10 psf. 1 ,500 psf. SINGLE PROJECT: The calculations, drawings, notes, specifications, and / or tables prepared by CCI are valid only for the project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems. MATERIALS AND METHODS : Provide and install all materials in accordance with manufacturer' s requirements and recommendations. It is the contractor' s responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein. Contractor or owner should check all temporary- supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. C Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. FOOTINGS, FOUNDATIONS, SLABS ON GRADE : Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil parameters, however; CCI takes no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any kind. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. All structural fill must be compacted per the following section, Non-Structural Fill: "Non-Structural Fill" is soil (native or imported) without: organic materials; rocks and lumps greater than 3" in any dimension; trash; and the like. If used as compacted fill, it must be compacted per the following section. Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) methods. In paved areas and under structures, use structural backfill compacted to 95% relative compaction. In non-paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to 92% relative compaction. Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact per the above. Foundations, Footines on Soil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill . Bottom of footings to be below locally prescribed frost zone, not less than 12" . Foundations. Footings on Rock: Where footings bear on rock, clean the rock free of dirt, moss, debris, or other deleterious substances. Place concrete directly on cleaned rock. Where rock is sloped less than 3 : 1 ( I 8-degrees), no dowels into rock are necessary. Where rock is sloped 3 : 1 (18-degrees) or greater, use #4 x 16" long dowels rotohammered 6" into rock. Rotohammered holes to be ''/2' diameter, perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 48" OC max spacing. Dowels to be centered on stemwall. o For pad footings, use two dowels spaced 8" apart, centered on footing. If dowel is too long to fit in footing, use 90-degree bend as necessary to provide 2" cover at top of footing. Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. FootingDrains.rains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. STANDARD CONCRETE: Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks per cubic yard. Maximum water/cement ratio shall be 0.45 . All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures . Industry recognized and approved admixtures affecting set time, flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. Fly As High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Strength, Splicing, Bending. Reinforcing bars (rebar) shall be grade 60 (Fy = 60 ksi) or better, unless otherwise specified in the Plans. All reinforcing shall be spliced, detailed, bent, and supported in accordance with applicable ACI code. Welded Wire Fabric. Unless otherwise specified, welded wire fabric (W WF) shall be W2.9, 6"x6" (6 Ga.), ASTM A- 185 . Splice by lapping one mesh +2" all sides. Cover. Provide the following minimum cover: Footings and other unformed surfaces, distance from the bar to earth face. . .3 " Formed surfaces in direct contact with earth . . . . . .2" Surfaces exposed to weather, , I I I I 1 4 1 1 1 11 1 1 1 1 1 1 1 11 q 1 1 -I/2" Surfaces exposed to salt water. . . I . . . . . . . . . . . . . . . . .. . . .. .3 " For slabs on grade, center the reinforcement in the slab unless otherwise specified. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). Washers. Use 3"x3 "x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer under the nut as allowed by the IBC . At non-mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non-EpoxySystems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension loads and shear loads. Install per manufacturer' s recommendations. Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated, A307 ` all-thread' bolts as shown in the sketches, For dowels, use ET-14P or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy manufacturer' s recommendation. t✓ CONVENTIONAL WOOD FRAMING: Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than 25%. General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and applicable building code. Where Structural Plans do not specifically address a structural element, construct said element per minimum building code. Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section below. Multiple Ply Members. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing. Glue. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days , Use Liquid Nails LN-940 or equivalent. Prep and apply per manufacturer's recommendations . Window and Door Openings. Header. Use header size shown on Structural Plans. May use larger of same material. All headers shall be installed with their tall dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no header is specified, the wall is assumed non-load bearing and wall top plate may serve as the header. Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full-height king studs between them. Each header shall use the number of king studs specified in Structural Callouts. Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing length and capacity may be substituted for trimmer. King Studs. Unless otherwise shown on Plans use the following. These must be full-height, bottom plate to top plate, IE diaphragm to diaphragm. * Opening less than 6 ' wide — use min., one king stud each end of header. * Opening 6 . P wide to 9' wide — use min., two king studs each end of header. * Opening 9 . 1 ' wide to 16 ' wide, use min„ three king studs each end of header. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Anchor Bolts. Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, with 3" x 3 " x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end, Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. r- Non-shear wall anchor bolts shall be spaced a maximum of 724tiches and within 124nches of ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet- set, or 1 /2" Titen HD with 4" min embedment. Non-shear wall anchors may be 0. 145 " diameter powder-actuated pins with 1 - 112" min concrete embedment; at 16" OC, unless otherwise shown . Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural steel members. In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic-treated construction paper between wood and concrete. Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or other concentrated loads through the floor to the supports beneath. Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/ 16" larger than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: 5/8 inch diameter bolts .. . . . .. . . . . .. . . . . . . 3 inches i 3/4 inch diameter bolts .. .. . . . . ... . . . . . .. . 3 .75 inches 1 inch diameter bolts . . . . .. . . .... ... . . . . . . . 4.75 inches Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one inch. Engineer shall specifically approve any bolted connection using less edge distance than shown above. Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. PREFABRICATED FRAMING CONNECTORS: Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. Simpson SDS Wood Screws. Where specified, install per manufacturer' s recommendations. In general these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid splitting. Use length as specified in Plans but never less than required to ensure full strength. Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, and / or SD10 in lieu of 16d nails. These are provided in 1 - 1 /2" and 2- 1/2" lengths. Use the length necessary for full penetration into the member(s) connected. PREFABRICATED WOOD PRODUCTS: Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members shall be designed by a certified professional engineer. The prefabricated structural roofing designer shall provide to the Contractor stamped design drawings with appropriate notes showing member sizes, forces, installation procedures, blocking, bracing, etc. Engineered Wood — General. These products must be provided, stored, and installed in accordance with manufacturer' s recommendations. Failure to do this may void the warranty and diminish load carrying capacity. Any nationally-recognized brand that meets the below specifications is acceptable. I-beam Composite Web / Flange Joist Products. The contractor shall install the I-Joist products complete with web stiffeners and other blocking / bracing as shown on the Plans and / or as recommended by the manufacturer. PSL (Parallel Strand Lumber) and Versa-Lam. Where called for, use minimum 2.OE, 2,900 psi minimum allowable bending stress. LVL (Laminated Veneer Lumber). Where called for, use minimum 1 .9E, 2,600 psi minimum allowable bending stress. LSL (Laminated Strand Lumber) . Where called for, use minimum 13E, 1,700 psi minimum allowable bending stress. Glue-Laminated Timbers. Unless otherwise noted, all glu-lam beams shall be 24F-V4 DF/DF industrial appearance grade, manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. If these span continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF. If visually exposed to interior living space, use Architectural Appearance Grade. Plywood or OSB Shear Walls . All shear walls shall be positively connected to horizontal diaphragms or slabs at their tops and bottoms per the Plans and Callouts. Wall sheathing may be either Oriented Strand Board (OSB) or plywood approved for use as lateral-resisting sheathing by an APA-approved manufacturer. Store and install in accordance with the recommendations of APA and 113C for shear resisting vertical wall sheathing. cl 1500 E. College Way #515 Tim K . Garrison , P . E . Mount Vernon, WA 98273 Phone : (360) 708-1865 Consulting Engineer timg@BuildersEngineer.com Iv _ 9 3'i� l6) „ IZ� IF' L oK 'U _ tZlls} (i1C. ,Zls - _ ( I 6 F — CZ Structural Design Loads = IBC 2015 & ASCE 7=10 Seismic Calculations = Per ASCE 7-10 Project Nelson Job No t17063 Date 8/15/17 Location Lot 1 , The Summit at Rock Ridge USGS 0.2 Second Response SS - 1 1 . 104 % of gravity USGS 1 .0 Second Response St = 0.438 % of gravity No. of stories above ground lev. Two stories W Site Class Siff Soil Profile, D (Typ.) Risk Factor Comml, Industrial, Residential Med Hazard, Il s ', Eauiv Lateral Force Method Sets importance, le = 1 .00 Structural System Bearing wan - wood or light steel shear wall V .2 sec response, Ss = 1 , 104 Ss use for Cs = 1 . 104 Is structure regular and 5 stories or less? i. Ves_. v . Use Ss= 1. 5 max for Cs calc 1 sec response, St = 0.438 Site coef, Fa = 1 .058 Redundancy factor, p = 1 Site coef, F„ = 1 .562 Period , long-period (Map, ASCE7-10, p. 224, fig 22-12), TL = 16 Response mod coef, R = 6.50 Height of top of building, he = 24 ft O - Str factor, Or - 3.00 Dell Amplf, Cd= 4.00 EQUIVALENT FORCE METHOD, ASCE7-10, 12.8 Ht Limit 65.0 ft Required Seismic Design Category D Spectral accel parameter, SMs = 1 . 168 Height Limit (feet) 65 Spectral accel parameter, SMt = 0.684 Max. Allowable Story Drift 0.015 hsx or L 167 Design spectral parameter, Sps = 0.779 O - Str factor, Ro 3.00 Design spectral parameter, Sol = 0.456 Seismic Base Shear, V 0, 120 * W I Building period coef, CTs = 0.020 Horizontal Seismic Load Effect, Eh 0,120 * W Approx fundamental period , T. = 0.217 Vertical Seismic Load Effect, Ev 0,156 * W Upper limit period coef, Cu = 1 .400 Seismic Load Effect E = Eh + - Ev 0.276D & -0.036D Building period, use, T = 0.304 LRFD Comb 5 1 .356D + Eh + .5L + .2S Csmex = 0.324 LRFD Comb 7 0.744D + Eh Csmin = 0.010 ASD Comb 5 1 . 109D + ,7Eh Sets response coef, CS = 0. 120 ASD Comb 6b 1 .078D + .525Eh + .75L + .75S Min diaphragm force, Fpx min = 0. 156D ASD Comb 8 0.491D + ,7Eh Max diaphragm force, Fpx max = 0.312D Wind Loads Per ASCE M0 - Analytical Procedure Wind Loads On Buildings - MWFRS, Directional Procedure - All Heights ASCE7-10, Chapter 27 Projecti Nelson Job No t17063 Date 8/15117 Building Wind Exposure ', Exp B - Mean roof ht. <30', wooded or urban for >1,500 ft. ', Enclosure Classification Enclosed Building (Typical) .. . . . . . . .. . . . . . .. . .. . . . . . . . 3-Sec Gust, Basic 'r t20 mph . . . . . . .VJ ASCE7-10 maps, Fig 26 .55 p247 Method ASD, Basic Combos. Stress increases allowed for wood only. Load Comb Factor 0.6 Roof Pitch 1 2. 00 /12 slope t 6 = 9.5 deg Roof Pitch 2 2.00 /12 Slope 2 6 = 9. 5 deg A Mstr - 2012 IBC Loads Calcr 6-6-17 8/15/17 G3 HIII Shapej 2D Escarpment (Bluff) _ '� ', LIE 1 ,33 Building Width Perp. To Ridge B = 48 ft h/L 0,33 Building Length Parallel To Ridge L = 64 ft Gust Effect Factor G = 0.85 Mean Height Of Roof (ft) hin = 21 .0 ft 3-Secand Gust Power Law Exponent a = 7A Eave Height (ft) heave = 17.0 ft Normal Ht. Of Atmosp. Body Layer zg = 1 ,200 ft Directionality Constant Ka = 0,85 Velocity Press. Exposure Coefficient Kh = 0.633 26.6 ASCE 7 Height of Hill or Escarpment (ft) H = 100 ft IBC Load Factor for ASD Wind - 1605.3.2 w = 0.60 Narrowest Half-Width of HIII at Half-Height (ft) Lh = 20 ft Topographic Factor Kzt = 1 .642 Horiz. Distance From Crest To Bldg. Site (ft) X = j 20 ft Velocity Pressure Q mean roof ht. qh = 32,54 psf Windward Wall Pressures Internal Pressure E23.47 Windward Elev Internal Pressure Wall 0-15 feet 0.575 12.06 psf +/- 5.86 psf 15-20 feet 0,624 13.09 psf 20-25 feet 0.666 13.96 psf Longitudinal (Parallel To Ridge) 25-30 feet 0,701 14.70 psf 30-40 feet 0.761 15.96 psf Leeward Well Side Walls 40-50 feet 0.811 25.02 psf 17.01 psf -7.19 psf -11 .62 psf 50-60 feet 0.854 26.36 psf 17.92 psf (Outward) (Outward) 60-70 feet 0.892 27.54 psf 18.73 psf Roof Pressures - 70-80 feet 0,927 28.61 psf 19.46 psf Based On Posn. Pressure Down Ridge 0 to h/2 -14.94 psf Transverse (Perp. To Ridge) h/2 to h -14.94 psf h to 2h -14.94 psf Leeward Wall Side Walls > 2h -14.94 psf 8.30 psf -11 .62 psf (Outward) (Outward) Horiz prom 15.96 psf Slope 1 - 24.3 psf 2,00 / 12 -14.15 psf -8.14 psf -3.63 psf 14.70 psf 23.0 psf is t 13.96 Q�f +1- 5.86 psf 22.3 psf �I�l +!- 5.86 sf 13,09 Rsf ��' I +/- 5-86 psf may. -8.30 psf 21 .4 psf /- 5.86 psf 12.06 psf .,.,y 20.4 psf CC I 48.00 ft Roof 1 slope: 2:12 0. 17 rads 9.46 deg Roof 2 slope: 2:12 0. 17 rads 9.46 deg Press, slope 1., roof, horiz prof: 3.7 psf Press, slope 2, roof, horiz proj: 3.7 psf A Mstr - 2012 IBC Loads Calcr 6-6-17 8/15/17 ConstructionCalc , Inc c Q Lateral Load Calculator Job No.: t17063 Job Name: Nelson By: tkg Architect / Designer: Sykora Date: 8/1 712 01 7 Building: house and gar. SEISMIC LOAD CALCULATOR Seismic Factor: Fo.120 Roof Snow 25 psf Fir Storage LLO Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: gar tot e- gar tot n- house tot house tot w s e-w n-s Dim 1 44.00 3760.00 Dim 21 29.00 1 1 .00 w Mul factorl 1 .01 1 1 ,01 1 1 .01 1 ,01 1 .01 1 .01 1 .01 1 .01 61 Trib Area 1293.6 0.0 ___ 3811 .9 __ 0.0 ___ 0.0 ___ ____ 0.0 _ ______ 0.0 ___ ___ 0.0 Dead weight, psf. : 15.0 ' 15.0 j 15.0 i 15.0 i 15.0 15 0 15.0 f 15.0 j --a-------=-----•------- -----•------------ f-----------t------------ Seismic factor. 0.120 ; _0_120 0:120 j 0 120 0.120 f 0.120 0. 120 _ 0.120 j L _-------____ Calc'd seis load 2328.5 0.0 6861 .4 0.0 0.0 0.0 0.0 0.0 Dim 1 136.00 224.00 Dim 21 6.00 1 7.00 Mul factorl 1 ,00 1 1 ,00 1 ,00 1 ,00 1 .00 1 .00 1 .00 1 .00 Trib Area 816.0 0.0 1568.0 0.0 0.0 0.0 0.0 0.0 --------- --------*-----------r----------- -------------+------------- ----------- ------------ w Dead weight, psf. 10.0 - 10.0 i 10.0 L_ 10 .0 1 10.0 j 10 0 -_L__ 10.0 l 10.0__ 1 Seismic factor. ' 0120 _ !_ 0120 _ 0 120_ �. 0120 *_ 0. 120 _ 0120 0. 120 j 0. 120 . 1 Celc'd seis load 979.2 0.0 1881 .6 0:0 0.0 0.0 0.0 0.0 Dim 1 Dim 2 Mul factorl 1 .00 1 1 .00 1 1 .00 1 1 .00 1 1 .00 1 .00 1 1 .00 1 .00 o Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dead weight, psf. ; ___ 15.0 a_ _ 15.0 ___r 15.0 ___F 15.015_0 ; 15.0_ 15.0 ; 15.0_- 1 Seismic factor 0. 120 1 0, 120 i__ 0.120 L_ 0 120 y__0. 120 0. 120 0. 120 i 0 . 120 1 ------ ------- ------- ------....' Calc'd seis load 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 Other GLs 3307.7 8743.0 Seismic Applied VI 3307.7 1 3307.7 1 8743.0 1 8743.0 1 0.0 1 0.0 1 0.0 1 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: gar tot e- gar tot n- house tot house tot 0 0 0 0 w s e-w n-s Dim 1 N Dim 2 64 Mul factor 1 ,00 1 .00 1 ,00 1 .00 1 .00 1 .00 1 .00 1 .00 o Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o '--j--- -'--r---............-------+---------'---r of Wind psf load---3.7----1---- 3.7 ---- ---3 7 --- 1 ----3.7 � 3.7 3�----t----3�----1------=--- Calc'd wind load 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dim 1 54.00 64,00 N Dim 2 12.00 7.50 Mul factor 1 .00 1 .00 1 .00 1 .00 1 ,00 1 .00 1 1 .00 1 .00 Te Trib Area 0.0 0.0 648.0 480.0 _ _ __ 0.0_ ____ 0.0 0.0 0.0 w -r - - r - - Wind psf load ' _ 23.0 23 .0 23.0 t__ 23.0 -1 _ 23.0 __j___ 23,0 L 23.0 __ j _ _23.0 j -------1-------------- -------- Calc'd wind load 0.0 0.0 14904.0 11040.0 0.0 0.0 0.0 0.0 Dim 11 42.00 1 7.00 N Dim 21 7.00 1 26.00 Mul factorl 1 ,00 1 1 .00 1 1 ,00 1 .00 1 .00 1 .00 1 1 .004 1 .00 v Trib Area 294.0 182.0 0 .0 0 .0 0.0 0.0 0.0 0_0____ W ------------+------------+------------r-----------+-------------+----------- - Wind psf loads 20.4 1 20_4 20 .4 t 20.4- __ 20.4 i 20 4 20.4 20.4 - - - --20. --`------------y----0. Calc'd wind load 5997.6 3712.8 0.0 0.0 0.0 0.0 0.0 0.0 Other GLs Wind Applied VI 5997.E 1 3712.8 1 14904.0 1 11040.0 1 0.0 1 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: gar tot e- gar tot n- house tot house tot 0 0 0 0 w s e-w n-s ConstructionCalc , ins cs Description: gar tote Distribution of Lateral Loads Total V, unfactored 1 51998 lb Building: house and gar. Wind or Seis control? (w or e) l wind Total V, factored 3,599 lb GrIdsl 1 1 2 Percentage 1 50% 1 50% 1 0% Leftover V / grid 12799 lb 1 ,799 lb 0 lb 0 lb 0 Ito 0 lb 0 lb 0 lb 0 lb 31599 lb Sum check OK Min. Min. Grid Pnl 1 Pnl2 Pnl 3 Pnl 4 Pnl 5 Pnl6 Pnl7 Pnl 8 Pnl9 Pnl 10 Sum Eh PW use GW use 1 5.2 If 3.0 If 5.2 If 1 13.41f 134 plf 1PW 6GW 4.0 If 3:0 If I I I I I I 1 1 7.0 If 257 pif 2PW 8GW Description: gar tot n-s Total V, unfactored 3,7i31b Wind or Sets control? (w or e) wind Total V, factored 2,228 lb Grids a c Percentage Vil 50% 1 50% 0% Leftover V / grid 1 , 114 lb 1 , 114 lb 0lb 0lb 0Ila 016 0lb 0lb 0lb 2,22816 Sum check OK Min. Min, Grid Pnl 1 PnI2 Pnl3 Pnl4 Pnl5 Pnl6 PnI7 Pn18 Pnl9 Pnl 10 Sum Eh PW use GW use e 5.2 If 15.21f 10.3 If I I I i i 1 30.71f 36 pit 1PW 5GW c 2.5 If 2.5 If 1 2.34.2 1 1 1 it 5.0 If 223 plf 2PW 8GW Description: house tot e-w - Total V, unfactored '14,9041b 3375400 5, 6 SWSBs good for Wind or Sets control? (w or e) wind Total V, factored 81942 lb Grldsj 354 536 Percentage V 50% 50% 0% Leftover V / grid 4,471 lb 1 ,096 lb 0lb 0lb 0lb 0lb Olb 0lb 0lb 515671b Min, Min. Grid Pinl 1 Pnl2 Pnl3 Pnl4 Pnl5 Pnl6 Pnl7 Pn18 Pill Pn110 Sum Eh PW use GW use 314 4.0 If 10.0 If 3.0 If 2.21f 2.0 If 4.51f 25.71f 174 pif 2PW 6GW 52 E adjst'd 3.4 If 2.21f 5.6 If 196 pif 2PW 6GW Description: house tot n-s Total V. unfactored 'I i ,0401b Wind or Seis control? (wore) l wind Total V, factored 616241b Grids a IF Percentage VI 50% 50% 1 0% Leftover V / grid 3,312 Ito 3,312 lb 0 lb 0 lb 0 lb 0 lb 0 Ito 0 to Otto 6,624 lb Sum check OK Min. Min, Grid Pnl 1 Pnl 2 Pnl 3 Pnl4 Pnl 5 Pnl6 Pnl 7 Pnl 8 Pnl9 Pnl 10 Sum Eh PW use GW use a 1 3.0 If 3.51f 6.5 1f 17.0 If 30.0 If 110 pit I 6GW 3.11f 3.61f 5.61f 16.21f 28.51f 116 Pf 1PW 6GW Uplift Calculator ............................. .............. ............................................ ..............................._....:........... ..........,.... ............................,...........................,.............I..... .._.... Panel LD. L .. . . o �..............4 ) j i. _.._.. - .............. ................ ................ . .. .. . .. ............. ...........................i_......_...............t.._............_........a.......................... ............ .. ..,..._ ...... ..... IF I IF Unit lateral load, factored, Eh, plfC 223 pit 174 i UpliftRange Panel horiz. length, ft. 2.5 ft 4.5 ft Panel ht. (mom-arm), ft. 10.0 ft 9.0 ft Add'I uplift from upper story, Lt. end, lb Addl uplift from upper story, Rt, and, lb Dead point load at Lt. end, lbs. 500 lb 500 lb Dead point load at Rt. end, lbs. 600 lb 500 lb No. AB's to help keep Lt. end down 2.0 ea. 2.0 ea. No. AB's to help keep Rt. end down 1 .0 ea. 2.0 ea. Dead weight UDL, plf 150 pit 285 pif Uplift Lt. end, ASD comb 7, 6 818 lb -119 lb #DIV/01 #DIV/OI #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 Uplift Rt. end, ASD, comb 7, 8 11258 lb -119 lb #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 G� Tim Garrison, P.E, CCIuN RUCTIONCALC Proseam sells Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. Job 117063 Spare and Supports (Note. pitch and atlty, if any, not shown) Member LD, 20h Olherinfo, 8/18/17 I 0.5 1 1 .5 2 2.5 3 3.5 45 Type? Simple span, fully brand _wl _ Left Cantilever Span 1 Span 2 Span 3 Right Cantileve Tot Member Length Lenth of Spans: 4.00 fl 4.00 ft Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal L/360 & L/240 360 — 0.13 in Total, L/i 240 = 0.20 in N/A = 0.00 in Total, L/' N/A = 0.00 In . . . .. ......,. . .. . .. . . . Pitch if Member Being Designed s Sloped 0 0 12_ Main True Len 4.00 it Add Self Weight? Lys Slfwe,9_Itwnb added to applkd OL V . Loatls: Uniform Loads Over Full Length of Member Loads From Continuous Member? [bi _!. Increase Roof OFF for pitch? its, _V;. Roof Pitch j 2.012 Live Dead Snow Trib. Width Live Dead Snow Uniform F.A. 1 IF Roof 20 psi 10 psi 25 psf 15.00 it - 152.1 Ib/ft 375.0 Ib/ft Uniform IF 5 10 psi IF - TotUnitLoad IF 152A Halt 375.0 lbift Loads Paintleade are 1/10 scale 600 400 200 0 0.5-200 1 1 .5 2 2,5 3 &5 45 4x And Smaller (Lambert Calc'd Member Results For 2 x 8 Solutions Using Self Weight of Sawn 2 x 8. 2.8 pit 2xs Load Duration snow 115 / Overdesign _ � � 2x8 (4) 2x4 Moislue [MMivm pry - ta% IF 0ou 01 Pr larch� sr.] Repetitive Use? No Pas Bending 28.3% (2) 2 x 5 3 x 8 Press Treated? N N t p,i. N z Flat Use? No _ Nag Bending NA _ (3) 2x4 4x5 Temp Cond tiff deg Fleas Fly . Fb Pos 1 ,241 psi Fv 207 psi Shear 41.6% Fb Neg 1 ,187 psi Fcp 625 psi Span(s) De8'n 1609.0% Allow Pas Mom 1 ,359 ft-lb 1 47.63 In^4 Cantilever(s) Delta NA Allow Nag Mom -1 ,3001 E1 ,600 all Calc'd member OK by: 28.3% Allow Shear 1 ,501 lb El 76,216 ksi Controlling criteria is: Pas Bending Regd Bearing Support1 Support2 Support 3 Su000rt4 Self Wl 2.78 pit Cord's Of Use: Load OuraSon:t.15.6now, For 2 x 8 1 .50 in 1 .50 in Reactions Support 1 Support 2 Support 3 Support 4 Moments support 1 Support 2 Support 3 Support 4 Max Total 1,060 He 11060 He - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 310 Ile 310 lb - - O ft-lb O ft-Ib 0 ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Canflvr Max Up Dell IF 0.000 in IF - - Allowed 0.200 In 0.200 In 0.200 in Max On Des IF -0.012 in - IF - Allowed 0.200 in 0.200 in 0.200 in PrOBemn v7_0_WC C7 CC S� RUCTIONCALC ProBeam Tim Garrison, P.E. pn1T .rl�. p v6-o Important: Notches and connectors not considered, Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. .lob t17063 Spans and Supports (Note, pitch and fixity, Tow,, not shown) Member I.D 20h case Other Info. 8/18/17 0.5 1 1 .8 2 2.5 3 Type? Simple span. filly grated _. . • � Left Cantilever Span i Span 2 Span 3 Right Cantilever Tot Member Length. Lenth of Spans: 3.50 ft 3.50 It Allowable Deflection, Main Spans Live Only, L/ Code M I m _ Normal L13W & V240 . - - .... . . . : . .... - . . ... . . . : ...... . . . 360 = 0.12 In Total, L/L 240 i = 0.18 in ( N/A = 0.00 in Total, U� N/A = 0.00 in _ . .. . . . .... . .. Pitch if Member Being Designed is Sloped: 0.0 :12 Mein True Len: 3.50If Add Self Weight? �Yes San weightWill b added to applied DL t ' Loads: Uniform Loads Over Full Length of Member ________- Loads From Continuous Member? ) ^m ,_ Increase Roof OL for pitch? Roof Pitch 2 0 :12 J Live Dead Snow Trib. Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 10 psf 25 psf 18.00 ft - 182.5 lb/ft 450.0 Wit Uniform Ld. S 10 psf - - TotUnlfLoad - 182.51b1R 450,0 Hurt Loads Pointhm Bare Vio scale 800 600 400 200 0 — .200 4x And Smaller (Lumber) Calc'd Member Results For 2 x 8 Solutions Using Self Weight of Sawn 2 x 8, 2.8 plf zlis V i Load Duration snow 1.15 V % Overdesign 2 x 8 (4) 2 x 4 Moisture l Medlu mr 0ry 16% V 0 mgt as Fl t a reh Repetitive Use? �No v Pas Bending 39.7% (2) 2 x 5 3 x 5 Press Treated? [Ng—NOp i. _ , N . 2 V I Flat Use? ;ne__ Neg Bending NA (3) 2x4 4x5 Temp Cond. LloOdeg F & less ,f._ Fb Pos 1 ,241 psi __._ Fv 207 psi Shear 35.0% Fb Neg 1 ,198 psi Fcp 625 psi Span(s) Defl'n 2032.2% Allow Pos Mom 1 ,359 ft-lb 1 47.63 inh4 Cantilever(s) Defl'n NA Allow Neg Mom -11312 ft-lb E 1 ,600 ksi Calc'd member OK by: 35.0% Allow Shear 1 ,501 lb El 76,216 ksi Controlling criteria is: Shear Req'd Bearing import l Support 22 Support 3 Stu >4 Self Wt 2.78 pi( For txB 1 .50 in 1 .50 in DQmd's Of Use: Load Duration:1 .15-Snow Reactions Support1 Slurport2 Support 3 Support Moments Support 1 Support2 Support3 SSu poort4 Max Total 1,112 lb 1,112 lb - - O ft-ib 0 ft-lb O ft-lb 0 ft-lb Min Total 324 to 324 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span i Span 2 Span 3 Rt Cantivr Max Up Del - 0.000 In - - - _ Allowed 0.175 in 0.175 in 0.175 in Max Dn Del - -0.008 in - - - Allowed 0.175 In 0.175 in 0.175 in ProBeam_v7_0_WC Lp Tim Garrison, P.E. CC9MSI` RUCTIONCiii PfOeeam v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. deg t17063 Spans and Supports (Note, pitch and fift if any, not shown) EEE Member I.D 21 h Otherinfe. 8118/17 1 2 3 4 5 SEEN 1 Type? Simple span. fully b ed _wl Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Id of Spans: 7.00 ft 7.00 ft Allowable Deflection, Main Spans Live Only, U Cod MN . um Normatt.0608sU240 _ _ _ . WJ ........ ..........I . ..... ,.... . ._...� 360 - 0.23 in Total, L(i 240 = 0.35 in ( N/A = 0.00 in Total, Lli N/A = 0.00 In ..........................................I L.......,................................... ...............: ..........................,PEEP.............. Pilch If Member Being Designed is Sloped 0 0 :12 Main True Len: 7,00It Add Self Weight? yes Self weight will be added to applied ME Loads: Uniform Loads Over Full Length of Member _ .. . r"__---_----.I Loads From Continuous Member? Cam._.�. Increase Roof DL for pitch? _ Yes __ - w Roof Pitch I. 2.0 :12 J Live Dead Snow Trio. Width Live Dead Snow Uniform Ld. 1 - Roof 20 Pat 10 psi 25 Pat 9.00 ft - 91 .21bit 225.0 Ib/ft Uniform Ld. 5 10 psf - - Tot Unif Load - 91.2 lb/ft 225.0 thin Loads Point toads are 1110 scale 400 300 200 100 0 -100 4x And Smaller (Lumberl Call Member Results For 2 is 12 Solutions Using Self Welght of Sawn 2 x 12, 4.3 plf 2 12 w Load Duration .' Snow, 1.15 _ ♦I % Overdesign 2 x 1g (d 2 x 5 Moisture I Mtdl m pry 16% w paugl F Larch w l Repetitive Use? No w l Pas Bending 38.9 !2 z 8 3 x 8 Press Treated? Na N PT, or No. 2 w Flat Use? 'No Neg Bending NA (312x6 4x6 Temp Cond. [IN deg F ad lost w Fit Pea 1 ,034 psf Fir 207 psi Shear 107.6% Fb Neg 785 psi Fcp 625 psi Span(s) Defl'n 1830.7% Allow Pos Mom 2,726 ft-lb 1 177.98 InA4 Cantilevers) Deft NA Allow Neg Mom -2,069 ft-ib E 1 ,600 ksi Calc'd member OK by: 38.9% Allow Shear 2,3291b El 2842766 ksi Controlling criteria is: Post Sending Resi Bearing Support I snort 22 Support 3 j� g_ort 4 Self Wit 4.31 plf Cond's Of Use: Load Ouration:1.15Snow For x12 1 .50 In 1 .50 in Ed Reactions support1 Support Support 3 SSuaport4 Moments support I Support2 Support Support Max Total 1 ,122 to 11122 lb - - 0 ft-Ib a ft-lb O ft-lb O ft-lb Min Total 3341b 334 Ild - - O ft-lb 0 ft-Ib O ft-lb O ft-lb Min Load Case Deflections Lt Center Span Span 2 Span Rt Cantivr Max Up Den - 0.000 in - - - Allowed 0.350 in 0.350 in 0,350 in Max On Dead - -0,0181n - - Allowed 0.350 In 0.350 in 0.350 in PreBoam v7 0 WC Tim Garrison, P.E. CCAS RUCTIONCALC Woeeam ease v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. Job it 7063 span. and Supports (Note, pitch and furry, it any, not she") Member I.D. 22h Other Info. 8/18/17 1 2 3 4 5 Type? Simply spar. fully braved - Left Cantilever Span l Span 2 Span 3 Rltmt Cantilever Tot Member Length Lenth of Spans: 6.00 ft 6.00 ft Allowable Deflection, Main Spans Live Only U cad Mlimum NorraaLL/360sl 1......................'.................,,.� ._ _ .................:.::.:.:.:.-.:.-..:.:...:.;- ,...........,............................... L....._............................,......, 360 : - 0.201n Total, L/� 240 = 0.30 in N/A 0.00 in Total, L1.i N/A 1 = 0.00 in :.......................I................-3 ....--........_..............._....-I :.......................................... t........................................ ... Pitch if Member Being Designed isSloped: 0.0 :12 _ Mem True Len: 6.00 it Add Self Weight? [Y Self we gnlw nb dded to appliedo .t_ Loads; Uniform Loads Over Full Length of Member Loads From Continuous Member? [N _ Increase Roof OIL for pitch? Yes _ as Roof Pitch -_ 2.012 Live Dead Snow Trib. Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 10 psi 25 psf 18.50 R - 187.6 bill 462.5 Ih/ft Uniform Ld. 5 10 psi - - Tot Un f Load - 187.6 lbift 462.5 lbift Loads Point loam are 1110 some 800 600 400 200 0 .200 4x And Smaller (Lumber) Calc'd Member Results For (2) 2 x 10 Solutions Using Self Weight of Sawn (2) 2 x 10, 7.1 plf (2) 2x io Load Duration snow, 1,15 - _ i % Overdesign i tt - . Pas Bending 37.2% 2 x 14 (4) 2 x 6 Moisture I Mariann Dry 1a% � Dougia FI larch - Repot t a Usa7 _ No (2) 2 x 10 3 x 10 Press Treated? [NO, Not PT , _ _ , No. 2 er Flat Use? No ar 1 Nag Bending NA (3) 2 x 8 4 x B Temp Cond. ' 100 deg F mess_ _ _ ♦ Fb Pon 12138 psi Fir 207 psi Shear 94.2 Fb Neg 1 ,123 psi Fop 625 psi Span(s) Defl'n 1573.3% Allow Pos Mom 4,058 ft-lb 1 197.86 inA4 Cantllever(5) Defl'n NA Allow Nag Mom -4,003 fit-lb E 1,600 ksi Calc'd member OK by: 37,2 Allow Shear 3,830 lb El 316,581 its! Controlling criteria is: Pos Bending Req'd Bearing support 1 Support 2 Support 3 S�Su ood 4 Self Wt 7.09 plf For (2) 2 x 10 Cond's Of Use: Load Duratlpn:1.15-Snow 1 .50 in 1.50 In Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support Max Total 1,971 Ib 11971 lb - - 0 ft-lb 0 ftdb 0 ft-lb 0 ft-lb ' Min Total 584 lb 584 lb - - 0 ft-Ib 0 ft-Ib 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Certifier Span 1 Span 2 Span 3 Rt Candor Max Up Defl - 0.000 In - - - Allowed 0:300 in 0.300 in 0.300 in Max On Defl - -0.018 in - - - Allowed 0.3001n 0.300 in 0.300 in ProBeam_v7_0_WC Gip Tim Garrison, P.E. AS RLICTIONCALC Proeeam v8.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. REFFEEPERE Job tl7063 spans and supports (Nolo. pitch and nrily, if any, not shown) Member I.D. 23h Otherinfo. 8/18/17 1 2 3 4 5 6 7 8 - _.. .1 Type? Smpb span. fully braced -. I _— Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 9.00 ft 9.00 it Allowable Deflection, Main Spans Live Only, L/ Crider1hracturn Normal vaep & V240 . ........................I................:.d _ .. .. ................. f...........................................1 r................,..........................r 360 = 0.30 in Total, LEE 240 1 = 0.45 In j N/A i = 0.00 in Total, L/# NIA '1 = 0.00 in 1.........::............................... .................1..,.......................1 _..............................I...... I :....PER....................-..Pon......Pon , Pitch If Member Being Designed is Sloped 0 0 12 Mem True Len: 9.00It Add Self Weight? [ye:_ Self weight win be addedto applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? Jphri Increase Roof DL for pitch? van '_] Roof Pitch Live Dead Snow Trib. Width Live Dead Snow Uniform I.A. 1 - Roof 20 psf 10 psi 25 psi 14.00 it - 141 .9 lb/ft 350.0 Ib/ft Uniform Ld. 5 10 psi - - Tot Unif Load 141 .9 lb/ft 350.0 thin Loads Paint loads are 1110 scale 600 400 200 0 -200 2 3 4 5 6 7 8 4x And Smaller (Lumber) Cali Member Results For 4 x 10 J Solutions Using Self Weight of Sawn 4 x 10, 8.3 pit 4x to _ _ t I Load Duration ;,Snow 11S V % Overdesign (4) 2 x 8 Moisture ( M atom pry - 19% V Dougl n Larch �� Repetilive Use? ENO_ E Pas Bending 2.0% 2 x 12 3 x 14 Press Treated? LN N pi. V , i Ni2 _ FI t U e? No V ; Neg Bending NA !!3! 2 x 10 al Temp Cond. 100deg F & leas V Fit Pos 1 ,242 psi Fv 207 psi Shear 98.5% Fb Neg 1 ,220 psi Fcp 625 psi Spani Dern 649.5% Allow Pos Mom 5,165 ft-Ib 1 230.84 . In^4 Cantilevers) Defl'n NA Allow Neg Mom -5,076 ft-lb E 1 ,600 ksl Calc'd member OK by: 2.0% Allow Shear 4,468111 El 369,345 ksi Controlling criteria Is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Sp0 >LOd b4 Self Wt 8.28 plf Contra Of Use: Load Duratlon:1.15-Snow For 4x 10 1 .50 in 1 .50 in Reactions Support 1 Support 2 Support 3 Support 4 Moments support Support 2. Support 3 Support 4 Max Total 2,251 He 21251 Ib - - 0 ft-Ib 0 Na 0 ft-lb 0 ft-lb Min Total 676 Ib 676 Ib - - 0 ft-lb 0 fl-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cani Span l Span 2 Span 3 Rt Candor Max Up Del - 0.000 In - - - Allowed 0.450 In 0,450 in 0.450 in Max On Dell - -0.060 in - - - Allowed 0,450 in 0.450 in 0,450 in ProBeam v7 0 WC Tim Garrison, P.E. � CcvN$j'`�RUCTICINCALC Prosearn >�� v8.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 . 2003 IBC. All designs should be checked by a competent professional, do Is tl7063 Spans and Supports (Note, pitch and feet, If any, not shown) Member I.D. 31 Other Info. 8/18/17 2 4 s 8 10 72 14 16 1 .......... Type? Simple span. fully braced Left Cantilever Span 1 Span Span 3 Right Clublever Tot Member Lanath Lenth of Spans: 18.50 fl 18.50 it Allowable Deflection, Main Spans Live Only, U Cade Minimum Normet t/350 & UZ40 1 360 1 = 0.62 in Total, U1 240 = 0.931n NIA - 0.00 In Total, L/� N/A - 0.00 In t........................................... L....._.................................... :....,..................................... ........................................... Pilch if Member Being Designed is Sloped 0.0 :12 Main True Len: 18.50 ft Add Self Weight? LYes Sell weight will be added to appasi DL I_ Loads: Uniform Loads Over Full Length of Member _ .._ ___ ........I Loads From Continuous Member? [� __�. Increase Roof DL for pitch? y� V.1 Roo( Pitch 2012 j Live Dead Snow Trib. Width Live Dead now Uniform I 1 - Roof 20 psi 10 psf 25 psf 12.00 it - 121471b/ft 300.016/ft Uniform l- 5 to psf 3.00 if - 30.0 HIM Tot Unif Load 151 .71b/fl 300.0 Ib/fl Lea `- I ^' 1tL� (tt; � �1j " sop Point loads areino acale S16� FwL � f3L sz.3 400 568 200 Z� 4Sz� 5� f4Itq 3q4 . D - .200 2 4 6 8 10 12 14 16 18 Diu Lam Cale'd Member Results For 5 x 10.5 Solutions Using Self Weight of Glulam 5 Is 10.5, 13.4 plf Misc Manufacturers Load Duration % Overdesign 2.5x75 5x10.5 8.75x9 Moist Mdl m.Dry 18% �5xt05 _ Srow: t.15 _] Pas Bending 62% 3 x 13.5 5.125 x 10.5 Press Treated? j N Mot PT. (,24F va Dr/DF Neg Bending NA 3.125 x 13.5 6.75x9 Temp Cond. 100 deg F & less Fb Poor 2,760 psi Fv 305 psi Shear 147.9% Fb Neg 2,058 psi Fcp 650 psi Spans) Defl'n 84.6% Allow Pas Mom 21129 ft-lb 1 482.34 inA4 Cantilever(s) Defl'n NA Allow Neg Mom -15,759ft-lb E 11800 its! Calc'd member OK by: 6.2% Allow Shear 10,666 Is El 868,219 ksi Controlling criteria is: Pos Bending Req'd Bearing Support I import ? Support Stu ow4 Self Wt 13.42 pit Cond's Of Use: Load Duration:1.15-Snow For 5 x 10.5 1 .50 in 1 ,50 In Reactions support1 Support 2 Support3 Support Moments Support 1 Support2 Support3 Support4 Max Total 4,302 Ito 4,302 lb - - 0 ft-lb 0 ft-Ib 0 fl-lb 0 ft-lb Min Total 115271b 1152716 - - 0 ft-lb 0 fir-lb 0111 0 fl-lb Min Load Case Deflections Lt Cantivr Span 1 Son 2 Span 3 Fit Canflvr Max Up Defl - 0.000 in - - - _ Allowed 0,925 in 0.925 In 0.925 in Max On Defl - -0.501 in - - - Allowed 0.925 in 0.925 In 0.925 in ProBeam v7 0 WC C t2 Tim Garrison, P.E. CAS ~RUCTIONCALC Pro9eam a �m v6.0 Important: Notches and connectors not considered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. J 706 ob t13 Spans and Supports (Note, pllch and fixity, if any, not shown) Member I.D. joist at in g wall Other Info. 8/21117 2 4 6 8 10 12 14 1 Type? 51 pl ePeM1Nllyb ed .. Left Cantilever Span 1 Span 2 Span 33 Right Cantilever Tat Member Length Lenth of Spans: 14.50 ft 14.50 R Allowable Deflection, Main Spans Live Only, U Extra.Stiff, Ufipp & Ua9p J i...........................................� . . _ _ _ . _ . . _ - r...FIR.FIR.................................I 600 { = 0.29 In Total, L/; 480 = 0.36 in N/A 0.00 in Total, L/ N/A - 0.00 in ........................................... .......................................,..., !........................................._i ........................................_: Pitch if Member Being Designed Is Sloped: 0 0 :.12 Main True Len: 14.50 itAdd Self Weight? 1 N self waghti I de lI applied Dl V_ Loads: Uniform Loads Over Full Length of Member __ Loads From Continuous Member? I N^ __•'-.. _. Increase Roof DL for Pitch? Yea _�.� Roof Pitch I 2.0 12 � Live Dead Snow Trlb. Width Live Dead Snow Uniform Ld. 3 40 psf 15 psf 1 .30 fl 52.0 HIM 19.5 lb/ft Tot Unif Load 52.0 Iblft 19.5 ]bill - Point Loads Measured from left and of member. Member Total Length = 14.5 ft. Live Dead Snow Trib. Width Trlb Length Live Dead Snow Location Point Load 1 20 psf 15 psf 25 psf 24.00 it 1 .30 R - 468 lb 780 lb aaaa POIM lases are 1110 sonata 100 60 - 0 2 4 6 8 10 12 14�1 -50 I-Joist CalcdBrand act - fli c d • Results For 11.718" BCI 60001.8 Calc'dMember 1i-7/8 BCI6p00 to V ! % Overdesign Acceptable Solutions Load Duration snow: its fir Pas Bending 109.0% 11-718" BCI 50001 .7 111 BC190 2.0 Bing Q Ends: Min vs-, wtn wen ati9ner V ; Nag Bending NA 11-7/8" BCI 60001 .8 - Brng Q Mid-Supports (No Mid Sapporn • Shear 38.6% 11-7/8" BCI 65001 .8 - Allow Pas Mom. 4,669 ft-lb Allow Shear 1 ,926 lb Sind De0'n 24.5% 11-7/8" BCI 60 2.0 Allow Neg Mom. 41 %-lb El 3200000 ksl Cantivr(s) De0'n NA Allow End Rim 1 ,4251b Bearing 2.5 Allow Mid Rxn 2,5001b Calc'd member OR by: 2.5% Self Wit 2.50 plf Controlling criteria is: Bearing Cond's Of Use: Load Duration:1.15-Snow Reactions Support 1 Support 2 Support 3 Supgort 4 Moments Support I Support Support 3 Support Max Total 11390 He 557 he - - 0 addle 0 ft-lb 0 ft-lb 0 ft-lb Min Total 571 Ib 180 lb IF - 0 ft-lb 0 ft4b 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up OR - 0.000 in - IF - Allowed 0.363 in 0.363 in 0.363 in Max Dn Dail - -0.178 in - IF - Allowed 0.363 in 0.363 in 0.3631n Proeeam_v7_0_WC Tim Garrison, P.E. CRUCTIONCALC Pro6eam Inlaid Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC . All designs should be checked by a competent professional. Job t17063 Spans and Supports (Note, pitch and filly, If any, not shown) Member l.D. joist at bring wall case Otherinfo. 8/21/17 2 4 6 a 10 12 14 t Type? Striple span folly braced � l Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Lenath Leath of Spans: 14.50 R 14.50 ft Allowable Defection, Main Spans Live Only, L/ cape Stiff- I/600 & Ua80 . .. . .. ... , .. i 600 = 0.29 in Total, LI 480 = 0.36 in N/A i = 0.00In Total L/ NIA = 0.00 in 1 ... .. . . . . . . ... .. s ... Pitch if Member Being Designed is Sloped 0.0 :12 Mom True Len: 14.50 It Add Self Weight? INo - Self wNght is included in applied OL W Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? [N .__. Increase Roof OIL for pitch? Yrs, st_J Roof Pitch _ 2 0 12 .Ml Live Dead Snow Trib. Width Live Dead Snow Uniform Ld. 3 40 psf 15 psf 1 .30 R 52.0 lb/ft 19.5 lb/ft Tot Unit load 52,0Ithi 19.5 lb/ft - Point Loads Measured from left end of member. Member Total Length = 14.5 ft. Live Dead Snow Trib, Width Trill Length Live Dead Snow Location Point Load 1 20 psf 15 psf 25 psf 24.00 ft 1 .30 f 46816 780 Is 3.20 ft Loads 100 Paint loads are In scale 50 IS 0 2 4 6 8 10 1�if -50 Woist Calc'd Brand BCI Boise Cascade _V 1 Results For 11 -7/8" BCI 6000 1.8 Calc'd Member 117/8' eo 60M 1a % Overdeslgn Acceptable Solutions Load Duration snow 115 V Pas Bending 26.8 14" BCI 50001 .7 11.7/8" BCI 90 2.0 Bring @ Ends: Min i 7S', %vehwsd> Affoer ♦ Neg Bending NA 11-7/8" BCI 60001 .8 - Bring @Mid-Supports (No Mid Support) Shear 54.8 11-718" BCI 6500 1 .8 - Allow Pas Mom. 4,669 ft-lb Allow Shear 1 ,9261b Span(s) Def'n 1 .1 11-7/8" BCI 60 2.0 Allow Neg Mom. 41 ft-lb El 320,000 ksi Cantivr(s) Def'n NA Allow End Rhin 1,425 Ib Beeping 14.5% Allow Mid Print 2,5001b Calc'd member OK by: 1 .1 Self Art 2.50 plf Controlling criteria Is: Dell - Span Cond's Of Use: Load Duratlon:1.15-Snow Reactions Support Support Support support Moments Support1 Support2 Support 3 Support 4 Max Total 1,245 to 657 Ill - - 0 ft-lb 0 ft-Ito 0 ft-lb O ft-lb Min Total 506 Its 245 Its - - 0 ft-lb 0 ft-fib 0 ft-lb 0Ill Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Del - 0,000 In - - - Allowed 0.363 In 0.363 in 0.363 in Max On Dell - -0,219 in - - - Allowed 0.363 in 0.363 in 0.363 In ProBeam_v7_e_WC dd C tg Tim Garrison, P.E. CC9NS�IRLICTIONCALC Proaeam v6.g Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. do to 117063 Spans and Supports (Note, pitch and Ili,ity, If any, not shown) Member I.D. typ Floor beam Other Info. e/21/17 iFL1 2 3 4 5 6 7 Type? 9 pile span lullyb d Wd _ Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 7.50 ft 7.50 ft Allowable Deflection, Main Spans Live Only, L/ rode MfMmum Nom,atl/IM & U240 ._ t] . . ... . . ' ._ _ . ._ . _ _. . . . . .... r ..... . . . . 360 = 0.25 in Total, LII 240 j = 0.38 In 1 NIA = 0.00 In Total, Ll' N/A ? = 0.00 in ....... .. .. .. . ......... .. Pitch if Member Being Designed is Sloped 0.0 :12 Mem True Len 7.50 it Add Self Weight? y Self eight "III be added to appted DL f Loads: ll Uniform Loads Over Full Length of Member Loads From Continuous Member? IN Increase Roof OL for etch? _T°'r- V] Roof Pitch 20 :12 Live Dead Snow Trlb. Width Live Dead Snow Uniform Ld, 3 40 pelf 15 psF 15.00 ft 600.0 Wit 225.0 Ib/ft Tot Una Load 600.0 Ib/ft 225.0 Ib/ft - Loads Fc(i 1000 Point loads are clip stela L = � Z ✓ e � 500 D 1 2 3 4 5 6 7 -500 6x And Larger (Timber) Calc'd Member Results For 6 Is 10 Solutions Using Self Weight of Sawn 6 x io, 13 elf 6 10 T—,II Load Duration use. 100 �� % Overdes'gn 8 z 12 12 z 12 Moistur LMedl m Dry - 169a t w ghi fi la h Repeliti U 7 No Pos Bending -3.0% d —_ 8 x 10 14 x 14 J Press Treated? �N N p.i, wcu0 Nw 2 V 1 Flat Use? No V Nag Bending NA 1ox10 16x16 Temp Card 100 deg F & lest V Fb Pas 875 psi Fv 170 psi Shear 83.5% Fb Nag 871 psi Fro 600 psi Span(s) Dell 176.0% Allow Pos Mom 5,719 ft-lb 1 362.75 In^4 Cantilever(s) Del'n NA Allow Nag Mom -5,695 ft4b E 1 ,300 ksi Calc'd member FAILS by: -3.0% Allow Shear 5,766 Ill El 471 ,574 ksi Controlling criteria Is: Pont Bending Req d Bearing Support 1 Support- ? Support 3 Self WI 13.01 elf Cond's Of Use: Load Duratlon:1.0-1dive Fore x 10 1.50 in 1.50 In Reactions Sdpport1 Support2 Support 3 Support 4_ Moments Support 7 Support2 Support Support Max Total 3,143 lb 3,143 lb - - 0 ft-lb 0 ft4b 0 ft-lb 0 ft-lb Min Total 8931b 893111 - - 0 fl-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Sow 3 Rt Cantivr Max Up Del - 0,000 in - - - Allowed 0.375 in 0.3751n 0.3751n Max On Dell - -0.127 in - - - Allowed 0.3751n 0,3751n 0,375 in ProBeam_v7_0_WC u5 Tim Garrison, P.E. CanshLICTIONCALC ProBeam i v6.O Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2015 - 2003 IBC. All designs should be checked by a competent professional. .leb 117063 Spare and Supports (Note, pitch and fixity. if any, notahown) Member I.D. crawl beam, DR. Otherinfo, 8/21/17 2 4 6 e 10 Type? Simple spare fully bravos Left Cantilever Span i Span 2 Span 3 Right Cantilever Tot Member Length Leath of Spans: 14.50 ft 14.50 it - Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal: V360 Be L/240 V _ _ .._ . . I . .. .. . . ........... . . . . .I r.. .. .. . .....,.......,..............IF ........................................ ... . . . ... ... .. ....... . . . ... . . .� = 0.001n Total, Lf NIA � = 0.00 In 3fi0 1 - 0.48 in Total, L/ 240 = 0.73 in N/A .......................................... :.............................. .........................,..................1 ..................--...................... Pitch it Member Being Designed is Sloped: 0.0 :12 Mein True Len: 14.50 it Add Self Weight? yet . Selfweiyht will be added to applied DL Loads: Uniform Loads Over Full Length of Member Leads From Continuous Member? No-_ •_ Increase Roof DL for pitch? Y?s. �.� Roof Pitch Live Dead Snow Trib. Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 10 psi 25 psi 18.00It - 182.5 Hutt 450.0 lb/ft Uniform 15 10 pSf 3.00It - 30.0 Ib/ft :G ,r G y�\/f Tot Unit Load - 212.51b/ft - 450.0 Ib/ft �l V� 2( 4%1d0) ("/�U /l'J 7� Load s N /to ecxla g -L - 322 • X )LD W 1000 °4If 500 - 0 see - 2 4 6 8 10 12 14 1 -500 Engineered Lumber Calc'd Brand eokoOscade Results For 3.5 x 11.8752.0E Solutions Using Self Weight of Engrd 3.5 x 11.8752.0E 3100 VersaLam, 10.6 pit Calc'd Member 3.5 . 1187520E 3100 Veneta V 3100 VersaLam IF IF Load Duration Snow t.0 - % Overdesign 1 .75 x 16 2.0E 2800 VersaLam IF Repetitive Use? No V Pos Bending 38.1% 2.625 x 14 2.0E 2800 VersaLam - Fit Pea 3,564 psi Fv 328 psi Neg Bending NA 3.5 x 11 .25 2.0E 3100 VersaLam IF Fb Nag 3,410 psi Fcp 750 psi Shear 86.1% 5.25 x 9.25 2.0E 3100 VersaLam Allow Pea Mom. 24,433 ft-lb E 2,000 ksl Spans) Defl'n 219.1% IF Allow Nag Mom, -23,375 ft-Ib El 976,827 ksl Cants) Dell NA IF AOow Shear 9,081 lb Calc'd member OK by: 38.1 % IF 1 488.41 inA4 Controlling criteria is: Pas Bending IF Self Wt 10.63 pit Cond's Of Use: Load Duration:1.15-Snow IF Support Support2 Support3 Support4 Req'd Bearing For 3.5 x 11 .875 2,DE 3100 VersaLam 1.86 in 1.86 In IF Reactions Support Support Support 3 Supiort4 Moments Support I Support Support 3 Support4 Max Total 41880 He 41880 He - IF 0 ftdb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1 ,618 He 11618 lb - IF 0 fl-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span.2 Span 3 Fit Cantivr Max Up Dail - 0,000 in - - - Allowed 0.725 in 0,725 in 0.725 in Max On Dell - -0,227 in IF - IF Allowed 0.725 in 0,725 in 0.725 In ProBeam-V7-0-WC