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HomeMy WebLinkAboutPermit File BLD-2021-0077 4319 Oakes Avenue (3) 2� SP v� DRAWING SHEET INDEX PROJECT INFORMATION Revisions/Date Ov° C Nv SHEET # DRAWING DESCRIPTION - P\1 NI) PROJECT INFO : This project consists of a new wood-frame, s- P` Pr s I V`I) ,- 1 SITE PLAN one-story, single-family residence with crawl OP s, �, _ LANDSCAPING PLAN space, attached private garage, and front porch. • -' � SITE SECTION �4 ss , \ II PROJECT INFORMATION OWNER : 16839 Kamb Road • �� , 9 Mount Vernon, WA 98273 - ��� 0 2�j 2 EXTERIOR ELEVATIONS � ss \v 3 EXTERIOR ELEVATIONS CONTRACTOR : Cascade Building Designs 16839 Kamb Road Chris Felt s 4 FOUNDATION PLAN Mount Vernon, WA 98273 *--' s ° �� FOUNDATION DETAILS PROJECT ADDRESS : 4319 Oakes Avenue N = o0 N \ Anacortes, WA 98221 Ok O�� 1 ,., �\` , 5 FLOOR FRAMING PLAN a� 0 2`� N 18.29 ) 8.2 9 , P�'S \\c5O 6 WALL FRAMING PLAN LEGAL DESCRIPTION . Lot 1 of Felt 2-Lot Short Plat (4401/4319 Oakes Ave.)SCHEDULES ( DOORS AND WINDOWS ) (See Short Plat plans prepared by Dale Herrigstad, •gcA �\ dated August 2020 and November 20, 2020) �: C�\"C\• �� 7 ROOF PLAN a' °; ��5� 5C \O OD }� PARCEL # : P 97729 ? O bJJ U ��• 0 15 8 TYPICAL WALL SECTION ???? - ??? - ??? - ???? •� ct cr ASSESSOR'S # . 00� O O �� BUILDING CROSS - SECTION(s) v� S��`� b' S� CODES : 2015 International Residential Code (IRC) cu �S\ N51 S2 STRUCTURAL ENGINEERING 2015 Uniform Plumbing Code (UPC) Z �� ��� �� LATERAL PLANS, DETAILS, 2015 Washington State Energy Code (WSEC) �O» SS C3 SHEARWALL CALLOUTS, SPECS, etc. - '< d BUILDING HEIGHT . One-Story ( ± 21 -5 ) ct 0 Tim K. Garrison, P.E. See front elevation on sheet# 2. 0.2316 Antone Way Anacortes, WA 98221 LOT SIZE / COVERAGE : ± 13,923 sf Lot 11j 360-708-1865 Phone ± 3,189 sf Building Footprint = 22.9 % of Lot 9)` . �� ,��5 IMPERVIOUS AREA : Roof Outline ( plan view ) 3,411 sf � 3 d ,\bp , GJ1 `L t, Remaining North Deck 139 sf ° �i GJA Remaining New Driveway/Walk 1,976 sf N S) Remaining Existing Driveway, within Lot + 2,752 sf A „, . GF ° �� �•�,1 PER SURVEY: Total Impervious = 8,278 sf �a go o Q �o�G�o 1011.1''. w\�U �6S EXISTING CONTOURS, CITY OF ANACORTES 0 �;®, PRIOR TO CONSTRUCTION �S��G ( 0GNER `- PLANNING AND BUILDING DEPT: / F GR°00����°�� X/ST/ N I ST/S ,.. ! . S' DR/�Nc * S.o W W w OO aR/�F c s , F� APPROVED PLANS vi �R� ° p�b �i� �! evc., z v� (� pps _ o ��� w w o II V ��� 0-0 - 0 fop ti° NA O��E, OR/I, Fp �5 a`- DECK �� �IGJ� OR��2 - •�Rlt°SFA' ar, E� 16" ROOF OVERHANGS REVIEWED FOR CODE COMPLIANCE \_o-\ 2 W W �R�NG RNNENa - ------ • J§i ° / \_ / N BLD-2021-0077 ° W - �oN°N° -------tw - -'z= A, � FOOTPRINT LINE PERMIT #: SQUARE FOOTAGE INDEX * L> FOOTPRINT ADDRESS: 4319 Oakes Ave'� K0� ' wUjo PRIVATE _ goo - �— AREA DESCRIPTION AREA / w �° ��z J LC 1 -, APPROVED BY: W w 3Z¢ ACCESS ' I SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT ..., . ., 8 ° • W w t w A\ UT EITY � , 9 • r °' BE ALTERED WITHOUTAUTHORIZA ON. ' ;• c \/ o LIVING AREA 2372 SF ,,\\AGY- , �'� EAJEVE\T d , (n (,, L� PER OWNER; C �. fib RESIQENCE " �� (NAPPROXIMATELY 250' (VERIFY) TO NEAREST EXISTING FIRE HYDRANT. ..; ' ti THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR �� RESIDENTIAL FIRE SPRINKLER SYSTEM. s YQ RESIO,ENCE e "o law \ , • �` I, PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. GARAGE AND MECHANICAL 599 SF Aft �' ; • 0) j' • • cry I PROVIDE OWNER WITH AN ESTIMATE BY: \ '''0"- SODC4 a .J E E - �t COMMERCIAL FIRE PROTECTION, INC. w �8 �, •S I \ Lo 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 �� y�� _ I P 360-848-9093 F 360-848-1072 W ! E I \ E CONTRACTOR'S LICENSE #: COMMEFP132MM \ Ln FRONT PORCH 74 SF TA3EEORCH FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; ‘4 PROVIDE A MINIMUM 3/4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPIN p ,1 __ _- --- rd FROM THE WATER METER TO THE POINT WHERE THE SPRINKLER SYSTEM CONNECTS IN THE GARAGE. in (IN ADDITION TO THE TYPICAL WATER METER FOR THE HOUSE).\ SSCO � ° o ��. t----- o • EXTERIOR DECK, UNCOVERED 180 SF \l, e y� • •gyp , \'' .� /^ \ 1\ V �C��' �/ ��' LOT L �\ \ •• a. CD , • . . W W 0, ----------- --------- Planning Category E W ; •• 1 0 , 910 S F ��¢ ` ;% j N 1 I I a egory Approval Wsoo W • ® j - W W W , \ "' W,W Intensity Chart: AMC 19.42.020 x w . \. \ oa�0 �� A/,' ±18,1 N LNG C -Sk W '-'W W W W • - Lot coverage: AMC 19.42.220 x \ y Eowl �✓ RFRgS coI � 1 3 3 6 / 6 W w W W W W W 10' STOPvl A\ cA o /. 2, - - Landscaping: AMC 19.65 Wx \ W W W W — SA\ ITA�Y S EWE Tree code: AMC 16.50 x i . , , ' W W W �,w \ <j VERIFY OTHER UTILITIES THROUGH THIS EASEMENT, TO 1600 LATITUDE CIRCLE /i'� W S ii. ,._._._._._.-.,._._._._._._._._.,,�._._._._._._.,,�._._..; C� Setbacks: AMC 19.42.130 W W w APR 5 EASEvE\T E v E\T J ® �� APPROXIMATE EXISTING DRIVEWAY < x w c) - \pNOC ES A_. I 100I \ �RE�St`� _ N V Hight limits: AMC 19.42.12 x �A)N TEA\SFO � vE '\a,1 g o SI ° A N Critical Areas: AMC 17.70 x 0,00' 12� ' \so:. 5\ofi- R c"i DIVATE 20' SHADED ACCESS (Sc \ Old Town: AMC 19.42.160 NA II \j� PVC U i -OC'NN\\Ok D\NO- o �' � NON\OION005 PS NEE0�0 v T I L TY E S V T AF 201702240096 �' 0 Z CPN wp� O S 72°26'59" W S 1 - - - / z i= \ 17,74' Q Q �j53 G�� 1 "TOP OF CONCRETE" (NOT SILL PLATE) PROPOSED AT CL C�� 1 / TALLEST FOUNDATION WALLS LABELED "A" PER FOUNDATION PLAN 0 13,923 SF LOT AREA. P �\ \�� ELEVATION= 172' (VERIFY WITH SURVEYOR) C 7 z I� 20% OF LOT, IS THE MINUMUM AREA TO BE LANDSCAPED FOR R2 ZONE 4� � �'� v K336 / z Z 0 (per AMC Tables 19.42.020.030). G P C� 20% OF LOT = 2,785 SF MINIMUM AREA REQUIRED TO BE LANDSCAPED. �\�� 5rQ J 6O� J J < <cD w ±5,000 SF PROPOSED (EXCEEDS MINIMUM). F�O \S C� Cn L_J PIL- HOUSE FOOTPRINT 3189 SF CPP a_ o W W Q EXISTING DRIVEWAY, SHARED ±3400 SF I-_ I-_ NEW DRIVEWAY, WALK ±1767 SF SITE PLAN Approved residential sprinkler system L Cl) QJ Cl) O_ PROPOSED NEW LANDSCAPED AREA ±5000 SF perrequired,NFPA 13D re uired, prior to ,N Q — OTHER ± 567 SF 20 0 10 20 TOTAL LOT = 13,923 SF AIL M I♦ framing inspection. Scale: 1"=20'-0" — Drawn by I JMC TREES: II!I_______________ I ,�I 175REQUIRED MINIMUM (1) NEW TREE PER 1,000 SF OF LOT AREA. 175 II �I Date: REQUIRED MINIMUM 14)± NEW TREES, FOR THIS 13,923 SF LOT. ATTE\TI O\ . 170 , , 170 Rev 01/20/21 PROPOSED (14) NEW TREES PER LANDSCAPE PLAN. L \ E TABLE FEET 2— LOT SHOT 0 �T D EAT (4401 /4319 OA K ES AVE\ U E) , 165 APPROXIMATE EXISTING GRADE165 VERIFY LOCATION OF EACH WITH OWNERS. Scale 3EA R \G STA\C E PROPOSED AT FOUNDATION. 1"=20'-0" u.n.o. SEE SHOT PLAT EA\S (PEPAED 3Y DALE HEIGSTAD, LANDSCAPING PLAN 1 S 1 S°33'00" E 10.06' Sheet#: DATED AUGUST 2020 A\ 3 \OViv 3E� 20, 2020) FO IA SITE SECTION 4 20 0 10 20 2 \ 10° 15'5L" E L0.23' A»ITIO\AE COVERAGE CAECUEATIO\S, AS WELL AS FO � Scale: 1" =20' 0" „ E�OSIO\ CO SEA\ A\ D 3VP etc. �— Scale: 1 =20-0 3 \ 19 3 2 5 9 W of Sheets Revisions/Date VAULTED CEILINGS BEYOND AT MASTER BEDROOM, LIVING, KITCHEN, DINING, ALL WITH ENGINEERED SCISSORS TRUSSES © 24" O.C. (3:12 INTERIOR CEILING PITCH) \ CEMENT FIBER BOARD SIDING. TYPICAL �� L�i "HARDI"or EQUIVALENT TYPICAL. EnergyCredits 2015 Code 12SHAKE SIDING ACCENTS WHERE SHOWN. s 1 u u u _ u _ u 1 VERIFY WITH OWNER. OPTION DESCRIPTION CREDIT(S) 1 a EFFICIENT BUILDING ENVELOPE l a: 0.5 ±18" ROOF OVERHANGS 1ll�, u u u labh Prescriptive compliance is based on Table R402.1.1 with the following modifications: TYPICAL J' 3 - -1 1-- 1 1` Li 11 Li U Vertical fenestration U = 0.28 )'-6"/ -4/ ,, cu Floor R-38 I - - L Slab on grade R-10 perimeter and under entire slab - - Below grade slab R-10 perimeter and under entire slab \ �� j - --- pa \� ' `� , , 1 \ ' \ /, - or TOP OF PLATE �/� I % J I J II� _I j Compliance based on Section R402 1.4: Reduce the Total UA by 5%. 18" /' \ \\ y / / / 18' 18 N FRONT PORCH (1ST FLR): �.bHI H EFFI IE Y H A E IPME T 1 / \ TEMPE D // / 6x6 PT SUPPORT POSTS, BOXED TO 12"x12". •E C'3a G C NC V C QU N 3a. •0 6" BELLY BANDS AND APPROVED c-. )Gas, propane or oil-fired furnace with minimum AFUE of 94%, or - FLASHING AT ANGLED NORTH WALLS, _ _ / SIMPSON POST ANCHORS. C . Gas, propane or oiled-fired boiler with minimum AFUE of 92% BETWEEN WINDOWS AND TRANSOMS _ _ �/ / / FRONT PORCH SLAB; a 0 �, 6" BELLY BANDS AND APPROVED \ \ �M/�� CANTILEVER SLAB ±2" OVER PORCH ,� O To qualify to claim this credit, the building permit drawings shall specify the option FLASHING AROUND PERIMETER, AT / FOUNDATION, BEYOND FINISH AND BASE ' I being selected and shall specify the heating equipment type and the minimum ±2' ABOVE LIVING AREA SUBFLOOR �� \\ \ \ \ \ \ I _ /// / / TRIM OF BOXED PORCH COLUMNS ABOVE. alo M VD 71" equipment efficiency. (VERIFY) o - - I [ 5a EFFICIENT WATER HEATING 5a: 0.5 "" cu TOP OF SUBFLOOR (1ST FLR LIVING AREA) SLOPE WALK cu \ \ -- i - - - . ' - • • & DRIVE AWAY Z All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 CANTILEVERED PORTION OF FRONT DECK------ -- _ _ ____ _ _ __ __ __•• . GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.' -0 '' TOP OF FOUNDATION SILL PLATES ---- - + - - - \ To qualify to claim this credit, the building permit drawings shall specify the optionct SLOPE GRADE I I I a being selected and shall specify the maximum flow rates for all showerheads, kitchen AWAY TYPICAL n L 1_ L L sink_faucets, and other lavatory faucets. --_-- 5c EFFICIENT WATER HEATING 5c: 1.5 NORTH EXTERIOR ELEVATION Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 20'-0" IN 2-D PLAN VIEW; LONGER WALLS ARE ANGLED AWAY or / SEE DETAIL BELOW FOR ACTUAL WALL LENGTH AND WALL OPENINGS / Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 M 20'-10 9/1 6" ACTUAL WALL LENGTH, DIRECT VIEW / `o 20'-5 1/16" 5 1/2" Certified Solar Water Heating Systems _ / // or L 0 Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards _ - i' H I , , \ of NEEA's Northern Climate Specifications for Heat Pump Water Heaters N "' = - -_, ACTUAL INTERIOR CEILING 1- 00 rn I �' 12 PITCH BEYOND IS 3:12, - _ I I `.' ,- ,;± 2 7/a BUT PITCH WILL VARY ,w To qualify to claim this credit, the building permit drawings shall specify the option ,- — - _ SLIGHTLY AT ANGLED WALLS. being selected and shall specify the water heater equipment type and the minimum , -_ I o z z equipment efficiency and, for solar water heating systems, the calculation of the ,,,- / �, 3� _0„ `` -,, L minimum energysavings. --- i - cn V // , g / /f// O TEMPER D / // / 4 0 / / C=7 cn I / / _ / J ( TEMPERED/// \ O / 1- 1 f/ / / / o ^ \ L - I O I ---- --- �- - \ 4'-0" 2'-4" 2'-4" 4'-0" / / / / / ROOFING TYPICAL, U.N.O.; " '° „ ARCHITECTURAL COMPOSITION SHINGLE ROOFING, / 3 -0 // 3 -0 // 3 -0 / 6 -4 / 6 -4 / 3 -0 // 3 -0 // 3 -0 / OVER APPROVED UNDERLAYMENT. 4" 4" 4" 4" 30 YEAR MINIMUM. NORTH TRANSOM WINDOWS DETAIL PROVIDE ATTIC VENTING TO MEET OR TYPICAL EXCEED MINIMUM CODE REQUIREMENTS. 12 CONTINUOUS RIDGE VENTS AND/OR \I 6 INDIVIDUAL ROOF JACKS TYPICAL. PROVIDE ROOF SHINGLE COVER AS NEEDED. 5/4x4 MINIMUM TRIM BOARDS CEMENT FIBER BOARD SIDING. AROUND ALL WALL OPENINGS TYPICAL "HARDI"or EQUIVALENT TYPICAL. (ALSO SEE TYPICAL WALL SECTIONS) SHAKE SIDING ACCENTS WHERE ASHOWN. VERIFY WITH OWNER. I. 4IW A141-1:141h1h- 11 5/4x8 FASCIA WITH 5" OGEE STYLE II 22_ J CONTINUOUS ALUMINUM GUTTERS TYPICAL. 12211 i / i '' � r � - � \ � i IUI \ � � -5/4x4 TRIMBOARDS ATCORNERSQ/ / w II_ ■I� \ , TYPICAL o o / U L U J I CEMENT FIBER BOARD SIDING. NORTH DECK PER FRAMING / / lo o_`r' \ E J JJ, o V _ "HARDI"or EQUIVALENT TYPICAL. w PLANS AND FOUNDATION. / O L i . /i J I \ a� VERIFY DECKING. �- _ I TEM RED / j, u u HORIZONTAL LAP SIDING WHERE SHOWN. 0 / / I / , / \ VERIFY WITH OWNER. // // // / L / IE -m -6" BELLY BANDS AND APPROVED LJ In N / ,� FLASHING AROUND PERIMETER, AT 0o c. / / 1 i ±2' ABOVE LIVING AREA SUBFLOOR LI II! • (VERIFY) �iT -• -` -" - SEE SITE PLAN FOR CONCRETE DRIVEWAYS & WALKS I. STEP DOWN J (SLOPE AWAY FROM GARAGE) TOP OF GARAGE SLAB; I I CEMENT FIBER BOARD SIDING. oo �_ _ _� CONCRETE FOUNDATION WALLS STEPPED DOWN TO FIT PROPOSED MAXIMUM (1) RISER - STEP DOWN f2.5" FROM LIVING AREA, I I "HARDI"or EQUIVALENT TYPICAL. Drawn by: 0O FINISH-GRADE. VERIFY STEP HEIGHTS AND LOCATIONS ON-SITE. TO FRONT AND SLOPE SLAB 2" TOWARD OVERHEAD I I BOARD-N-BATTEN SIDING WHERE SHOWN, JMC FILL AROUND DECK IF NEEDED, L L CONCRETE WALK L 1 FOR GRADE AS SHOWN LESS __ __ I P.T. SILL PLATES MINIMUM 6" ABOVE FINISHED GRADE. GARAGE DOOR FOR DRAINAGE AWAY. i--I WITH 1.5 (w) VERTICAL BATTENS © 12" O.C. L J J VERIFY WITH OWNER. Date: THAN 30" BELOW DECK. VERIFY EXCAVATION DEPTH IF FINISH GRADE ENDS UP 30" ON-SITE DURING CONSTRUCTION \- SCREENED FOUNDATION VENTS TYPICAL PER EXTERIOR ELEVATIONS AND FOUNDATION PLAN. Rev 01/20/21 or GREATER BELOW THE DECK, PLACE TOP OF VENTS AS DIMENSIONED (VARIES) BELOW TOPS OF CONCRETE STEMWALLS, AND EXTERIOR WELL AROUND ANY VENTS BELOW GRADE AS NEEDED. BEEREQUIRED. Scale: THEN36"(h) GUARDRAILS WILL EXTERIOR WELL BEYOND, AROUND 1/4"=1'-0" u.n.o. R CRAWL SPACE ACCESS BELOW GRADE, ALL TO MEET OR EXCEED CODE. Sheet#: (SEE FOUNDATION PLAN). WEST EXTERIOR ELEVATION EXTERIOR ELEVATIONS 0 1 2 3 5 10 2 „,,... of Sheets Scale: 1/4"=1'-0" Revisions/Date IxFHS -6>TOP OF FRAMING ROUGH OPENINGS FOR 18" 18" - 18 , c.,. _ (1) 2x6 PLATE w N WINDOWS, LOCATED BELOW (3) TOTAL = z o _1 ,, PLATES PLUS HEADER, TYPICAL UNLESS yE �:c� c� BELOW HEADERS � � J � �' C . z a NOTED OTHERWISE (U N.O.) _ / // o (� c� x O \L i \ W w �, i/ i 1 f �� W 1 g o 1 ,-1 01 O Q �. c� L (0 I /i J re y BOTTOM - WINDOW HEIGHTS MAY VARY 1 - i `�V �n N Vi TOP OF SUBFLOOR \ 01 2 10AT OPERABLE WINDOW LOCATIONS ONLY; _ 1- ., rt . +�I I Ic\ \ Z EXTERIOR FINISH GRADE OR LANDINGS BELOW WINDOW SILLS SHALL BE SLOPE CONCRETE DRIVE AWAY N x LOCATED NO MORE THAN 6'-0" MAXIMUM BELOW SILLS TO COMPLY WITH CODE. FROM GARAGE AND FOUNDATION m< PROPOSED GRADE PER PLANS VARIES AT EACH WINDOW LOCATION. SEE EXTERIOR ELEVATIONS. VERIFY ON SITE. n L —I n± -1 a DISTANCE SHOWN TO GRADE BELOW IS IF EITHER EXTERIOR GRADE OR LANDINGS BELOW ARE FOUND GREATER THAN INCREASED HERE FOR EXAMPLE ONLY. OR OGrREBELOW BSILLS E TTHE OPERABLE INTER OR FLOOR.THISTHEN MAYWINDOW REQUIRESILLS T E THESEMUST WINDOWS SOUTH EXTERIOR ELEVATION SLOPE AWAY FROM FOUNDATION. FRAMED HIGHER IN THE WALL, SHORTER WINDOW HEIGHTS (VERIFY EGRESS), OR WINDOWS AND HEADERS - MORE BACKFILL GRADING BELOW THESE WINDOWS AS SOLUTIONS. FRAMING DETAILS Scale: 1/4"=1'-0" TYPICAL 12 6 112 td- r.,1_L cn il A i i -1 \ o = j j / W _ /�EM RED// MPEREDi / // / — / L L_I�+ EGRESS/ EGRESS �p / _ o /t 13.5sf // / t 13.5sf 1 o — I LiJ / _1 / ID o /_H EGRESS/ — In II W / % --,(1 — I / Lil Ln N I I I I N N I I 1 1 ri co 1 rn X I NOTE: ` I7 Irll �- P * , o DRYER VENTS ARE REQUIRED L-J STEP DOWN MAX. (1) RISER TO -. I_ _I PROPOSED DIMENSION IS WITHIN II I REAR/SIDE CONCRETE LANDINGS, AND 3'-8" 44" MAXIMUM, TO -co - -� c° I-' I I Drawn by: TO BE MINIMUM 3 FROM SLOPE LANDINGS AWAY AT MINIMUM ( ) I I FILL AROUND DECK IF NEEDED, FOR GRADE 7MC _L 1 ANY WINDOW OR DOOREGRESS WINDOWS ABOVE F.F. -- -- - OPENINGS NTO THE BUILDING. 1/8" PER FOOT FOR DRAINAGE° -- -- AS SHOWN LESS THAN 30" BELOW DECK° DRYER VENT TO OUTSIDE IF FINISH GRADE ENDS UP 30" or GREATER Date (VERIFY LOCATION). EAST EXTERIOR ELEVATION BELOW THE DECK, THEN 36"(h) GUARDRAILS Rev 01/20/21 WILL BE REQUIRED. Scale: 1/4"=1'-0" u.n.o. Sheet#: EXTERIOR ELEVATIONS 3 0 1 2 3 5 10 of Sheets Scale: 1/4"=1'-0" CANTILEVER SLAB ±2" OVER PORCH FOUNDATION, BEYOND EXTERIOR WELL AS NEEDED TO MEET CODE, Revisions/Date FINISH AND BASE TRIM OF BOXED PORCH COLUMNS ABOVE. (® FOR CRAWL ACCESS BELOW GRADE. / 59'-0" / / 5'-0" 54'-0" / 48'-0" / 6'-0" / 8'-0" PORCH INSET 40'-0" 34'-7 13/16" 6x6 PT SUPPORT POSTS ABOVE PER PLAN, / I INDICATES SQUARE // 13'-0" 21'-7 13/16" / 9'-0" POR H OUTSET WITH SIMPSON POST ANCHORS. INDICATES SQUARE / / 3'-0" 17 -0" CORNER POINTS DOWN MAX: (1) RISER 1' / / / CORNER POINTS FOR LAYOUT TO WALK (SEE PLAN) VERIFY WALL STEPS UP or DOWN FROM / 7'-6" / 3'-4 1/2" / f3'_3°' 2'-10 1/2" FOR LAYOUT A to C, FOR PORCH SLAB AS NOTED AD FOR ACCESS/ -- -- -- -- -- -- -- -- -- -- -- -- --NO PLATES AT PORCH WALLS Lx Ico C I ( A i ( A ) ( B i B i IN �+-I 7-,-) ..* \ -� it \ \ -- L, 6 SILL PLATE r i AI �\ -' SLOPE SLAB AWAY, 2x8 SILL PLATE 1 1 1 r---� 2x8 L_ L-- -1-— GENERAL FOUNDATION NOTES: \ \ X/2„ SF49/fr Pam. MIN. 1/8" PER FOOT r - \\N ,-`` rn_ 17HD;; S/TFAki gY ������' PORCH SLAB ABOV BUCK OUT FOUNDATION \'� B ) P "17HD" (--+ ANY/ALL WOOD IN CONTACT WITH CONCRETE, o�=� - - STEP DOWN STEP TOP OF CONCRETE WALL 4110 ) WALL, TO DEPTH AS V\ .� N / �9 Q - 4" CONCRETE SLAB, DOWN 11 7/8" FROM A-B NEEDED FOR REMOVABLE \� N N SHALL BE PRESSURE-TREATED. ///N `z , o o » = o o I I ON COMPACTED FILL. MAXIMUM 1 1/200 `'o� b� 1� ����, ? (±139 SF SLAB) 5 FROM TOP OF - 36"(w) MINIMUM CRAWL \�� °''- o z z ALL HARDWARE AND CONNECTORS IN CONTACT (--Al•A % // \ `0'' Q HARD TROWEL FINISH_ _, ENTRY DOOR co SPACE ACCESS PANEL TO \ o WITH PRESSURE-TREATED WOOD, SHALL BE / X Gq s: N THRESHOLD TO I MEET OR EXCEED CODE. \-- 1 ilk a_ a oo a C.,• Q' OF HOT-DIPPED GALVANIZED, OR EQUIVALENT. /// / 6q0 VERIFY WALL ( A ) .,�F STEPS UP or N PORCH LANDING. 4110) (SEE ELEVATIONS) \ \; o w o �. / F COCX(\ DOWN FROM » \� .w w a w ¢ c� �. / R 0 \ \ -\ "40B" "40B" "40B" "40B" "40B" 40B "40B" \� z c'..• i �'/ G �T A to C, FOR • zxs SILL I�LATE o w v, w o c� r/] SEE STRUCTURAL ENGINEERING / / Ty qRq ,r0 Wr _ (SEE S1) (SEE Si) (SEE Si) (SEE Si) (SEE Si) (SEE Si) (SEE Si) \ \ o z w z I P-+ SF�RUCTURAR ALL OUL �DATION UIREMENTS cO�//IV 00 0 ASRCH NOTED SLAB �n s \' \ E �� \ EL — 1 �� _ . 1 1- z N w z 2 ,_, O p T CF 0 0 � a 1 � A i x rr �x� rx, �� �r � �� � -��x� \ �\ � � � Q ¢ Q c.� z o � i� SUCH AS HOLD DOWNS, INTERIOR OAS F0�FN 2' \A, ' •�I ( \ (SEE Si) \\ \\ �� o` ' o _ o o SUPPORTS, FOOTING SIZES, //// TjNc Cis \ o Al 1/ 41 B' \ Y ct cL w cn 0_m o o ""-I M �" REINFORCEMENT, AND RETAINING p / S J Q, 1 r_r1_ co �, v o z w w N V1 / 2+s 0„ i� iI I / 5 -O" / 5 -0 / 5 -0 / 5 -0 / 5 -0 / 5 -0 / 5 -0 / 5 -0 / wam � '1 �� o �' WALL(s), IF APPLICABLE. �o co / / sq� _ \ ,1 w » » » „ , o ¢ c� o _ z ,3 /'wj p4 • _ 10 -0 / 10 -0 10 -0 10 -0 1 -8 \- I iicn zw °x0 g FOUNDATION TO COMPLY WITH �' ® 0 03 6x6 SUPPORT POSTS HERE W/ SIMPSON AB66 POST ANCHORS \ \; , 0 o - 2x8 ) c - ¢ U oo2015 IRC R404. I si A, iw/ q/ S ( A �� 4 A r 1 -y, 1 I N (or MINIMUM "70P" AS SPECIFIED BY STRUCTURAL ENGINEER). - X :I: �, oo oocv / ,_�'� `,-% Qs \ 2x8 ` I w u_ v16"(w)x8"(d) CONTINUOUS INTERIOR CONCRETE FOOTING AT THIS ROW, \.� i„-`) wcn m // //4 • �01ArcbY vNoWITH (2) #4 REBAR CONTINUOUS. it / / ° lpFc oQ� / 2 -6 / 2 -6 / "' � Q N \ = ct a./ Q., Opp O�y 9RgG o I O O \ \ v' O, » U // 004, C� A'Fp�OpRS �O O I� r� \ \\ 2 6 r / / / pCR �'9(; ���6o <v� 4110 ¢ z (0 cv \ \\ 3' 6" C'NT. o_ / FR p F SF S//^ F ��oo / / - 6x6 SUPPORT POSTS HERE W/ SIMPSON AB66 POST ANCHORS \ \'I / / >- / �iyS�9 WB • `�'� w N (or MINIMUM "??P" AS SPECIFIED BY STRUCTURAL ENGINEER). ,� \ 1- / /// 614,O�S72gN0 N CpgBO�j �_ `''J N o - 16"(w)x8"(d) CONTINUOUS INTERIOR CONCRETE FOOTING AT THIS ROW, ,�i \ 1 - M - 'z J �'0 S c�iV qcT O ��� o D WITH (2) #4 REBAR CONTINUOUS. ® ) --� \ \0 0 / T SFFiy alp F O / I z �, cV F Q o ( A ) // �'F� Flo Ne�FFRiy�O F�l 1 O'-O" 1 O'-O" 1 O'-O" 1 O'-O" 1 O'-O" 1 O'-O„ 8,-0„ /1,, , -J o iv, / / - 5 -0 / 5'-0" 5 r0 / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 5'-0" /3'-0"// j^ IN III / 11\` A ' �� / Iwo A \ ��� �� "� �"� vW �- � �"� �*� "� �"� /r Imo- Si) Si) (SEESi) (SEESi) (SEESi) / i�6\ii 1�---, ;'A I �_ "40B" "40B" "40B" "40B" (SEE Si) (SEE Si) (SEE Si) (SEE Si)S1) (SEE S1 (SEE S1 S1 S1 S1 ID ,`z(o 00 (SEE Si) (SEE Si) - (SEE Si) (SEE Si) 416 41 B 416 416 416 41 B 416 416 416 //, `--' �� \ �\ Q "� o / �� \ 0�0�=O "'�_�'/ aD� SCREENED FOUNDATION VENTS ARE REQUIRED AT CRAWL SPACE. / �/ L � v o S. /\ N CRAWL SPACE ' PROVIDE ONE SQUARE FOOT OF NET FREE AREA FOR EACH 300 /� yaQ o •v 18"(h) MINIMUM CLEARANCE BETWEEN ANY SQUARE FEET (SF) OF UNDER-FLOOR AREA. / z I I 1 O�/ vQ,� INTERIOR WALLS/FOOTINGS AND SUPPORT BEAMS ABOVE. VENTS POURED-IN-PLACE IN TOP PORTION OF CONCRETE 1-/ -Zo Y o -- o 0 \ �� o �o Qom`�< FILL CRAWL SPACE GRADE PER PLANS. FOUNDATION WALLS (SEE DETAILS), AND PROVIDE AN EXTERIOR / / / o`- w m 1 1 Crco Q �� �'� WELL AROUND VENTS, IF BELOW EXTERIOR GRADE. / cn w w o \� \ V = c' / 3' / - O ~ < v�- > cal 2x�si4 J J ¢ O // / w z wm z \ro 3, s �p� \ ��_� ov - CRAWL SPACE INTERIOR AREA = 2261 SF. / N o a 2 \ \ ti O I 2261 SF CRAWL/300 SF 7.54 SF MINIMUM VENTING REQUIRED. /r� c� 1 -0- ` V ,��G' / (1) 8"x16" VENT = ±0.88 SF EACH. / /' o CL 2 FF,T Y INTERIOR in Oq�,q 3, • THEREFORE, (9) VENTS MINIMUM WILL MEET CODE (7.92 SF). // /'/ a 2 p Q L � w \ cF /s�oyR�NiypM PROVIDE (11) 8"x16" VENTS AS SHOWN (9.68 SF). // / 1 a �/8 pFq F I , „ » „ , „ „ „ o >< w O � 11 -- 3�, N i .. 61 -8 / 15 -8 / 18 -8 f, 5 -0 9 -0 / 3 -0 /1. 1■ .77 9 3\3„ r xas��t p� `90• STEP TOP OF CONCRETE WALL /a - ,,�m �, wALLs "B" '' SUPPORT BEAMS X/3 ( . DOWN 11 7/8" FROM A-B ® /, III n M PER FOUNDATION INDICATES SQUARE 2 6 © ,\,,,,_,) DOWN MAX (1) RISER N}I B % "17HD" CORNER POINTS ©Io TO LANDING (SEE PLAN) 1x4 CLEATS AND FRAMING PLANS // FOR LAYOUT -/ "17HD" EACH SIDE OF J . L_-- L___J ' 2x8 SILL PLATE T——T—L_—J—T —L---r \ \ \ I i i i i - 2x6 SILK PLATE �1 --- -- \ \ \ \ \ POSTS TO BEAM SUPPORT POSTS BEYOND NOTE: 70.�6'' �'-T a �`, f, PER FOUNDATION PLAN ( A 1 ` ( As ( B ) J ' ( B ) EDGE OF DEC DRYER VENTS ARE REQUIRED 77 3' MINIMUM _ _ _ (SEE FRAMING) 2'-6" to _■ CRAWL TO BE MINIMUM 3' FROM 9/ CONCRETE LANDING; INDICATES DOWNSPOUT LOCATIONS FOR ANY WINDOW OR DOOR 3 „ 2 S SLOPE AWAY, MIN. 4110 ALUMINUM GUTTERS AT ROOFS, 9 -6 / CANT. / (NI OPENINGS NTO THE BUILDING. �9/32„ 1/8" PER FOOT VERIFY NUMBER (7 SHOWN), & LOCATIONS. 12'-0" DECK / DRYER VENT TO OUTSIDE 36'-0" / 17'-0" CONCRETE INTERIOR CONTINUOUS OR PAD FOOTINGS, (VERIFY LOCATION). 6'-11 19/32" 53'-0" 3'-3 1/4" 2 3/4" PER FOUNDATION PLAN AND ENGINEERING. / I / // / 59 -11 19/32" I 6'-0" / 3'-6" / AI DETAIL / 27'-8 7/32" / 65'-1 1 19/32" / CORERINDICATES POINTS RE FOR LAYOUT 4 Scale: 1/2" = 1'-0" / 93 -7 13/16 / 5/8"x10" ANCHOR BOLTS © 48" O.C. TYPICAL (UNLESS NOTED OTHERWISE ON PLANS, OR PER ENGINEER'S �® SHEARWALL SCHEDULE). THERE SHALL BE A MINIMUM OF (2) ANCHOR BOLTS PER PLATE SECTION, WITH FOUNDATION PLAN (1) BOLT LOCATED NOT MORE THAN 12" AND NOT LESS THAN (7) BOLT DIAMETERS FROM ENDS OF EACH ELEVATIONS AT TOP OF CONCRETE PLATE SECTION. BOLTS EMBEDDED MINIMUM 7" INTO CONCRETE. 0_1 2_3 5 10 FOR FOUNDATION WALLS WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS SHALL HAVE 1 ANCHOR ( ) - TOP OF CONCRETE ELEVATIONS FOR FOUNDATION WALLS; BOLT LOCATED IN THE CENTER THIRD OF THE SILL PLATE, WITH WALL CORNERS FRAMED TO ADJACENT ( A ) HIGHEST WALLS ARE LABELED "A". CC r�N CC BRACED WALL PANELS. Scale: 1/4"=1' 0" , 2x6 SILL PLATES MINIMUM, TYPICAL UNLESS -' OTHER WALLS STEP DOWN FROM THERE, AS NOTED. NOTED OTHERWISE. 0 co O WALLS 12" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS CAN BE CONNECTED TO THE EXISTING GRADES (PRE-CONSTRUCTION) ARE COPIED FROM SURVEY TO SITE PLAN, (ANY/ALL WOOD IN CONTACT WITH CONCRETE, W N W FOUNDATION WITHOUT ANCHOR BOLTS, WITH WALL CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. BUT BENCHMARKS ARE UNKNOWN. VERIFY EACH WITH SURVEYOR. SHALL BE PRESSURE-TREATED) I•- WALLS "A" AND "B" TOP OF CONCRETE (T.O.C.) ELEVATIONS; [ 4l PROPOSED FILL AND FINISH GRADES TO BE DETERMINED, SO REMAINING TOP OF X z ALL ANCHOR BOLTS ALONG BRACED WALL LINES REQUIRE 1/4"x3"x3" STEEL PLATE WASHERS U.N.O. ON 11 7/8" DIFFERENCE (STEP HEIGHT) IS CRITICAL BETWEEN Ce co I STEP DOWN ±2 1/4" FROM LIVING CONCRETE WALL ELEVATIONS ARE ONLY LISTED HERE IN RELATION TO WALLS "A". W - ENGINEERING. PROPERLY SIZED CUT WASHERS ARE PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT 7/8"(h) 0 x TOP OF SUBFLOOR (LIVING AREA) THESE CONCRETE WALL AND PLATE HEIGHTS FOR 11 E �, V AREA SUBFLOOR TO GARAGE SLAB, PROPOSED ELEVATION FOR WALLS "A"= 172.00' (VERIFY) (12 5/8" TOTAL = 1 1 2 SILL + 11 7 8" JOISTS + 3 4" SUBFLOOR) -- CONTAINING BRACED WALL PANELS OR IN BRACED WALL LINES. FLOOR JOISTS SET ON SILL PLATES OF WALLS "B", & TOP FRAME 2x6 SILL PLATES AT WALLS "A" W/ JOISTS PARALLEL. 0 FOR CONCRETE AT (or UNDER) TOP _ \_ / / / ) W O BASED ON GRADE CONTOURS FROM SURVEY. HUNG INTO SILL PLATES OF PERPENDICULAR WALLS "A". - FRAME 2x8 SILL PLATES AT WALLS "A" W/ JOISTS PERPENDICULAR, 1- a OF CONCRETE WALLS "A". vi „ / f ti AND PLATE FULL CONCRETE WALL WIDTH FOR JOISTS WITH TOP Z (MAXIMUM 1 RISER DOWN). ELEVATION CHANGE ELEVATION CHANGE (STEP HEIGHT) (./) ,r, 8 (w) CONCRETE / f �1 f� 1 PLATE HANGERS. - C SLOPE GARAGE SLAB ±2" TOWARD WALLS BELOW WALLS "A" BELOW ADJACENT WALL, PER PLAN O z STEMWALLS TYPICAL 1 lO O O 0 cc Fin Lc W OVERHEAD DOOR FOR DRAINAGE. Z Q -\ TOP OF CONCRETE FOUNDATION STEMWALLS "B" �. I m E c� E E c� E 0 co I O DETAILS E/4, F/4, & G/4: O 7----, < 1— ` IW W 2 x - SUBFLOOR CONTINUOUS OVER SILL PLATE. ( B -11 7/8" STEP DOWN 11 7/8" FROM A-B I_I_I WALLS "B" cn I W Wcv IQ , z it ° w PROVIDE MINIMUM (2) #4 HORIZONTAL REBAR < H HSTEP DOWN MAXIMUM 1 1/2" FROM co - vi FRAME 2x6 I- H I W USE 5/8"x12' ANCHOR BOLTS HERE AND -'� Cl_ n w GRADE TYPICAL I�� e < IN TOP 8 OF FOUNDATION WALLS UNLESS W W H I H EXTEND THESE BOLTS UP 4 1/2" to 5" ABOVE a TOP OF ENTRY DOOR THRESHOLD, ¢ -co- SILL PLATES AT Z Z NOTED OTHERWISE ON FOUNDATION PLAN c� zX "A", „ O DOWN TO FRONT PORCH LANDING. ``' ALL WALLS "B". v~, N SLOPE GRADE AWAY FROM FOUNDATION I 1 AND/OR ENGINEERING. � '^� Z W TOP OF CONCRETE WALLS A , THROUGH THE SLOPE PORCH SLAB AWAY AT 1/8" t C VERIFY VERIFY WALL STEP UP or DOWN FROM A to C, FOR 0O co ¢ O TOP OF SUBFLOOR (2) PLATES AND THE 3/4" SUBFLOOR. ► i PER FOOT FOR DRAINAGE. CONCRETE PORCH SLAB STEP DOWN MAX 1 1/2" O O_ I N TYPICAL w _________ _ — FROMTOP OF ENTRY DOOR THRESHOLD TO LANDING, I— zo = I L__ SCREENED FOUNDATION VENTS TYPICAL PER o z w = w cn w wALLs "A" II WALLS " °. _ AND PORCH SLAB SLOPED TO DRAIN AWAY AT < Q N EXTERIOR ELEVATIONS AND FOUNDATION PLAN. No w o III SLOPE AWAY �`_ J SLOPE AWAY \ II I � MINIMUM 1/8" PER FOOT. 0 0 _ I X W PLACE TOP OF VENTS AS DIMENSIONED (VARIES) m w ¢ ' _ Z_ • ° __° C C __ ' � - . =rJ [\ /\_/\/\/\/\/\\ -- _ m _ w n 11 c a ON ELEVATIONS, BELOW TOPS OF CONCRETE w CD "e" \\ \ \ \ \/� NOTES z z = o y w Q w o Jpe SLOPE AWAY I I I / APPROVED SIMPSON \//\ \ // // //���' z I a STEMWALLS, AND EXTERIOR WELL AROUND ANY < o 0 ¢ CRAWL L_ _J \ \ \ \ _ \_ -i z cn z w w 1 J J TOP PLATE HANGERS ////// O O w 0 m z I o Cl)0 VENTS BELOW GRADE AS NEEDED. - 1 ° / / / a z I� J w J z_ 0° o= VENT LOCATIONS I I I - 3 3 - .• I AT BCI ENGINEERED j\\ \\ \\j\ ANY/ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED. a m I °` a Q w Ct > VARY PERA _J I 1 Q Q ° I WOOD I-JOISTS It \/\//\//\//1 1/2" EXPANSION L z _ 0 5 CONTINUOUS PERIMETER FOOTINGS WITH (2) z w o / I I \ \ \ m oo O c.) c-) zoo_ FOUNDATION PLAN PERPENDICULAR TO a /\//\//\/y JOINTS TYPICAL AT FRAME 2x8 SILL PLATES AT WALLS "A" W/ JOISTS PERPENDICULAR (or OTHER THAN Ui o -r, Q #4 REBAR CONTINUOUS (TYPICAL U.N.O. ON a , / I C) C� 1 :. I • • \/\/\/\/I w L_ 172 e ° a ^m > > & EXTERIOR "' '' WALLS A'. \\ \\ \\ CONCRETE SLABS. PARALLEL), AND PLATE FULL CONCRETE WALL WIDTH FOR JOISTS WITH TOP PLATE HANGERS. w 1 r 004 ° . .. FOUNDATION •PLAN AND OR > �m z - : ':. I I ai r' 9,', z. / / / �/I » ,��r. () / ENGINEERING) ¢ - _� ELEVATIONS \// // / FRAME Drawn by ,,, w*, ;; / 1 r�, , . • 1 ;A I • . \\ \\ / 2x6 SILL PLATES AT WALLS A W/ JOISTS PARALLEL. I .• a x / w +I U ¢ TOP OF FOOTINGS . . ., _� .•t r•.t' �. / FRAME 2x6 SILL PLATES AT ALL WALLS "B". JMC ��� 8 MIL BLACK POLY VISQUEEN VAPOR BARRIER : a J J \ \ 1 TOP OF FOOTINGS; BOTTOM OF WALLS I .4;. r.►�..� , a • \ I ^� ` , CONTINUOUS OVER CRAWL SPACE SOILlinaoR L SWAN y \ CRAWL SPACE EXCAVATION �\ \ \ `" fit. ` ` ` ` ` ` `' ` 4 \?�!4'\� I__ \ \ I WALLS "A" AND "B" TOP OF CONCRETE (T.O.C.) ELEVATIONS; Date: •�... - //%/� / � � /� � / � % i// // p 11 7 8" DIFFERENCE STEP HEIGHT IS CRITICAL BETWEEN THESE CONCRETE WALL AND Rev 01/20/21 co . VERIFY DEPTH \/\ i\/\ \\ % \/\/� Provide •va or barrier /�/.� / ( ) 1 ' � - - \ �\ \ �\ �\ between joist and A PLATE HEIGHTS FOR 11 7 8" h FLOOR JOISTS SET ON SILL PLATES OF WALLS "B" AND EXCAVATION; BOTTOM OF FOOTINGS L i',� ro FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL REBAR / O Scale: �a'e�,� e- » concrete. HUNG INTO SILL PLATES OF PERPENDICULAR WALLS "A". 4" RIGID TIGHT-LINE DRAIN. ` '''1"' ����\ \/ FROM FOOTINGS AT NO MORE THAN 48 O.C. WITH A STANDARD HOOK 3" CLEAR . I L 1/4"=1'-0" u.n.o. FILTER I TEIRHT TO GRADE.FABRIC SURROUND. / /\\\' // UP INTOF O THE STEMWALL or4ND 2" CLEARDOFT OPTO THE OF WA STEMWALL THE LESSER OF 14" DETAIL AlkDETAIL DETAIL G LL. FOUNDATION WALLS "A" WILL REQUIRE ANCHOR BOLTS EXTENDED HIGHER THAN NORMAL Sheet#: 4" RIGID PERF. FOOTING DRAIN WITH 4"/ 8 /4"/ VERTICAL STEMWALL REINFORCEMENT THAT IS INTERRUPTED BY WALL OPENINGS 4 Scale: 1/2" = 1'-0" 4 Scale: 1/2" = 1'-0" 4 Scale: 1/2" = 1'-0" 4 Scale: 1/2"= 1'-0" ABOVE TOP OF CONCRETE WALL IN ORDER TO CONNECT MULTIPLE SILL PLATES PER 12" MINIMUM OF DRAIN ROCK COVER. 16" (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL FOUNDATION DETAILS.O LONGER ANCHOR BOLTS MAY BE REQUIRED. VERIFY LOCATIONS PRIOR TO CONSTRUCTION. AI DETAIL DAYLIGHT TO GRADE. TYPICAL UNLESS NOTED OTHERWISE ON REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH SIDE OF THE 4 FOUNDATION PLAN AND/OR ENGINEERING. WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED IN FOUNDATION DETAILS 4 FOOTINGS TO REST ON UNDISTURBED SOIL. STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH THE ADDED Scale: 3/4" = 1'-0" VERTICAL REBAR ABOVE. VERIFY.) VERTICAL REINFORCEMENT GRADE 60 MINIMUM. of Sheets Scale: Varies,As Noted Revisions/Date ' /t . 11) TIONAL DOUBLE BCI OIST or VERSALAM ER (UP), OVER CRAWL E ACCESS OPENING. DOWN MAXd (1) RISER TO WALK (SEE PLAN) X r I -J iti SLOPE SLAB AWAY, 1 MIN. 1/8" PER FOOT I r 1 r r • PORCH SLAB r 1-r r-r r-r 1-r 1-r r-r 1-r 1-r� 1 r 1-r 1-r r-r 1-r 1-r 1-r 1-r 1-r l r \V "17HD" C \ "17HD" ", N N STEP DOWN // MAXIMUM 1 1/2" \\ N = ONO / FROM TOP OF \ ›- // ENTRY DOOR \ / THRESHOLD TO c,- Q / PORCH LANDING. \\`, 1 cd c: N // • r--rr 1r--r 406 406 406 403 40B '40B" "40B" \' 4-1 C . / • (SEE Si) (SEE Si) (SEE Si) (SEE Si) QSEE Si) (SIE Si) (SEE Si) V� cz; `n / r 1-r lir 1-r 1-r 1-r 1-r I PI O / I (SEE S1) \ \ tO '� Ct/ PLUMBING ABOVE. I "41 B" �\ // SEE TRUSS/JOIST MANUFACTURER FOR rl V a / SOLUTIONS WHERE ANY PLUMBING I �` / LANDS ABOVE A FLOOR TRUSS JOIST -�1 // (IF APPLICABLE). I Iz CD /2 I / r r -1 *k / S w i r r-r r-r r-r r r I ii ct / I / SC�pF c Qom= z'r /i' x , , ( A-4 / ppR pip p S k , O0O� % r/� 1 ..� ' r— --__- / -- 2'-6" I ,x� 1� a " a 3'-6" CANT. // F S� 4/ / ‘I I I KITCHEN ISLAND ABOVE, 1 :\\\ DOUBLE END B 'S J� 11 �1.)Z I I WITH PLUMB NG Sc ELECTRICAL BCI JOISTS UP // �_ J I I I I " HIGH BC U.N•O eINEE'�' \ ( ) / O <3' 1 I L__t_ 4_J 1 11 7/B D.C. TYPICAL S EN r / Q,� - ----- M NIMU�_JOISTS ® 1�ERI1\E:9-3------\((S TR_D - �� dr PT BEAMS DOWN ND _�-�� I PER ENGINEERING / ( / NIENGINEERED00 SERIES �--�/ 1 I ACHJOIS�ZE ' - I _E �C, _�- cram/ �O, I _�--� ww DOUBLEEND— ■ ■ �xr— - r� - max" - - rx - rr — rx = — — E4 _s-- — —F_lb -- � /r N� - JOISTS (UP) • �w�'00� 408' "4 B" "40B" "40B" (SEE S1) (S,E S1➢ (SEE S1) � - (SEE S1) (SEE S1) (SEES1) (SEES1) EES ) , W � =1 ( IE S ) (SE S1D (SEE Si) (SEE S1) "41B" ". 1B" �.B"- --41B" "41B" "41B" "41B" "41B" "41B / �- IWI— Zo _—f--- I - - -- - -/ / ao 1' 1E77�- m U __� 3 �I 0 W / I_ 1- a - / 17 / / I Q (n / F Icn N I ./• / A W W S oyC�Niyp r�O /,� l I ;fl <po R� M 27/ 2 / °� ire °F;"y o/N. , //u, /��OI' I- r I O 0 N R Fo Miy 2. l o rl cn m o �N4)i1/61 (0 r ' ,w/' � _ I k.. .'I ;----------- i l I w G (SFFii/SFR 'Ji` j/ \j II -- / ! I i TUB ABOVE i / / "17HD" 11 ®� J J I I J /19 �, L J_L J_L J_L L L JL L \_L J_L L J J_L J_L J_L L J_L �L J_L i_I L---1-J s��rr ���J�L JLL ���_ J1--- J - L� �J_ J T L J J/ ' "1 7HI�" NOTE: \� J L J J I` / \ DRYER VENTS ARE REQUIRED • ( j' ( a • r DOUBLE END JOISTS (UP) �/ TO BE MINIMUM 3' FROM ANY WINDOW OR DOOR i 3' MINIMUM CONCRETE LANDING; 1 / 9'-6" / CANT. / OPENINGS NTO THE BUILDING. SLOPE AWAY, MIN. DRYER VENT TO OUTSIDE 1/8" PER FOOT 12'-0" DECK PLUMBING ABOVE. / / DOWN MAX (1) RISER (VERIFY LOCATION). SEE TRUSS/JOIST MANUFACTURER FOR TO LANDING (SEE PLAN) 2x12 PT LEDGER SOLUTIONS WHERE ANY PLUMBING LANDS ABOVE A FLOOR TRUSS/JOIST TYPICAL WITH APPROVED (IF APPLICABLE). 11) SIMPSON JOIST HANGERS. "81 L" MINIMUM PER ENGINEERING (SEE S1). FLOOR FRAMING PLAN - Grass Seetictn__ Venting an Island Sink -= 0 1 2 3 5 10 illiCountertop Wall Section of Co n rim} _ > h„nx ntal drain 90'ell Scale: 1/4"=1'-0" 1. 45"ell7lfl� z 1't,in. Q 2 in Clranuut P-Leap Long-sweep �/ VERIFY TYPE OF PROPOSED DECKING s;,minimum Sanitary ter ell SEE ELEVATIONS MATERIAL PRIOR TO INSTALLATION FOR z FOR SIDING. co DISTANCE FROM TOP OF SUBFLOOR z a DOWN TO TOP OF LEDGER. = 3 rioor Combo O o USE APPROVED SIMPSON JOIST z x HANGERS FOR PT. DECK JOISTS CL I'u-in. � = 6" p -TrW g APPROVED FLASHING 3 Clcanaul �`� foot Yen 1.,_ Li_ BOLT WITHIN 6" OF EACH i N FY 011 END OF EACH LEDGER PIECE Combo= ct �i TOP OF SUBFLOOR o W u_i �� �� _� 2-in.branch drain W � — — — — O CI I— II II II �� II Wa]Ieo _____I W J II II C� II (a Ek- ENGINEERED WOOD I-JOISTS A looped vent is one code-approved way to vent an island sink.. LL m ili ili il Li-Ii 2x10 PT DECK LEDGERS N0 16" O.C. TYPICAL Vents must take off from horizontal The loop should extend as high as possible under the countertop. L�w Q �� �� HI) �� Ji, FLOOR FRAMING NOTES : 909.D Spacial Venting for island Flilurea. = ENGINEERED WOOD :OLTS 16" O.C. 009.1 General. Traps for island sinks and similar equip- 2 I-JOISTS BEYOND ® z ¢ Provide two DTT2Z I-JOISTS ARE PROPOSED AS ONE CONTINUOUS PIECE EACH, WITH NO OVERLAP Drawnb w 16" O.C. TYPICAL 3/8" to 1/2" LAG BOLTS or four DTT1Z tnerlt shall tie roughed in above the t7ocsr and shill be Y WITH WASHER ® 16" O.C. 0 2x6 EXTERIOR WALL, CRAWL SPACE PO OVER INTERMEDIATE BEARING SUPPORTS, UNLESS SPECIFICALLY CALLED OUT permitted to nettled by extending the vent �R high JMC (= AND STAGGERED AS SHOWN N w or CONCRETE FOUNDATION WALL anchors at deck AND/OR DETAILED BY EITHER TRUSS ENGINEERING OR STRUCTURAL ENGINEERING. possible, but not less than the drainlboard height and then W152 mm above the flood-level rim of the fixtures served, co ledger connection. returning it downward and connecting it to the horizontal Drainage fitllrnE,c shall be used on the vent below the flog Date: DECK LEDGER ELEVATION N ENGINEERED I-JOIST FLOOR SYSTEM MANUFACTURER/SUPPLIER TO VERIFY LAYOUT sink drain iutimediately downstream from the vertical level, and a slope cf not less than -A inch per foot (20.$ Rev 01/20/21 AND PROVIDE ENGINEERED FLOOR SYSTEM SHOP DRAWINGS TO MATCH. /N/ fixture drain.The return vent shall be connected to the hori- mrnln, buck to t c.drain shall be maintained, The return INSTALL PER MANUFACTURERS SPECIFICATIONS AND DETAILS. drain throe a e- s Scale DECK LEDGER SECTION ' Yir r i bend wed under the drltiriboard shall be a one piece fitting SEE FOUNDATION AND WALL FRAMING PLANS TO VERIFY ALL DIMENSIONS. tion, be provided with a foot vent Laken off the vertical tatiti assembly of a 45 degree (0,79 rail).a90 degree(1,5? 1/4"=1'-0" u.n.o. fixhuc Veit by rncans of a wye branch imiucdiately below rad), and a 45 degree (0.79 rad) elbow in the order darned. DECK LEDGER DETAIL PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ANY BEARING POINTS FROM ABOVE. the floor and extending to thenearest partition and then pyRe sizing shall be as clst: hlr required in this cock.The Sheet#: SEE PLANS AND VERIFY LOCATIONS. through the roof ua the open air, shall be permitted.to be island sink drair., upstream of the returned vent, shall serve connected to other vents at a point not less than 6 inches no other 1 xtur . An accessible c1es.riout shall he installed 5 Scale: 3/4"=1'-0" ADDITIONAL BLOCKING WHERE REQUIRED BY LOCAL CODES, STRUCTURAL ENGINEERING, in the vertical portion oldie feAnt vent_ AND/OR MANUFACTURER'S REQUIREMENTS FOR ENGINEERED FLOOR SYSTEM. 201S UNIFORM PLUMBING CODE of Sheets CANTILEVER SLAB ±2" OVER PORCH FOUNDATION, BEYOND Revisions/Date PLATE HEIGHT KEY FINISH AND BASE TRIM OF BOXED PORCH COLUMNS ABOVE. WALL FRAMING 11) • 59'-0" 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT FRONT PORCH: / -/ 1ST FLOOR EXTERIOR WALLS, BEARING ON 6x6 PT SUPPORT POST BOXED / 5'-0" / 54 -0 CONCRETE FOUNDATION STEMWALLS BELOW. TO 12"X12" FINISHED. / 48'-O" / 6'-0" / \\\\\\\\ 9'-1 1/4" PLATE HEIGHT INPAL) SIMPSON AB66 POST ANCHOR. 1ST FLOOR INTERIOR BEARING WALLS. / 8'-O" PORCH INSET / 40'-0" / SEE FOUNDATION PLAN FOR SUPPORT 34'-7 13 16" 8'-0" ' " ' " 1 ' " AT CRAWL SPACE BELOW. / �� / / 8 -0 / 12 -O / 10 -6 / 9 -6 / b } < } 13'-0" 21'-7 13/16 9'-O" POR�H OUTSET 4'-0" 8'-0" 3'-6" 6'-0" D }X<X}X THIS HATCHING INDICATES: EXTERIOR BEARING WALLS / / / / / / / / / / BALLOON FRAMED AT ANGLED NORTH WALLS, DOWN MAX, (1) RISER W/ FULL HEIGHT STUDS UP TO TOP PLATES FOR VAULTED CEILING W/ ENGINEERED TO WALK (SEE PLAN) SCISSORS TRUSSES ABOVE. \ 0 \ \ 2x6 STUDS 012" O.C. HERE. 0 "316" (SEE S1) 0 "318" (SEE Si) R R R SEE PLANS FOR DOORS/WINDOWS/TRANSOMS. � 1� ID 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT I J� DIRECT VENT N 1 N TO OUTSIDE • . N INTERIOR NON-BEARING WALLS. in S O/Q/ Q,� I SLOPE SLAB AWAY, ii. „� �\ tf 7/2-, FF ��j Q o = MIN. 1/8" PER FOOT "20H" (SEE Si) "21H" (SEE Si) "21H" (SEE Si) Cc Oj C.) PLATE HEIGHTS ARE ALL BASED ON \ \ 7 • SiTF AqY �. ;4.. 0 j .I -I GAS FIREPLAC ®� "17HD" DISTANCE FROM TOP OF SUOR EACH TO %jam . �y� o=4 o N PORCH "� \ , r� E �,O "17HD" �' ,� N N TOP OF WALL FRAMING FOR EACH FLOOR. • moo^o O o N CONCRETE SLAB. o OFFICE _ _ ,-,, ���,' •'� N Q I I m VERIFY PORCH CEILING. j I �' �,, = pp 2 rn i� I —� �� P4 N CS 7�� 2S, % oo WOOD MANTLE '%` c,� II \\ 76\3„ \��� 1 -8/ 5'-8" 8 8 -10 3 -2 / t DINING o \a ,`, o � �. yc/NFL STEP DOWN MAXIMUM 0 © �I j 12 �, a -- - G'. - � ,-- etc, 1 1/2 FROM TOP\ \ • it __ ID VA �\ 0 o J ` o_ c� CA FR 2? , OF ENTRY DOOR j OH" (SEE Si) "77 " cam! `°- \ i p-+ / THRESHOLD TO % "z1H" EE S1 'o i--i % ' 76' rSFFs PORCH LANDING. % in "71°P3EARI c EP Si)iT \\\ k\\\\\ ( ) Gi 'Gl �� `�' ,� O 0 '0'� '� 2' I GIRDER ©`-' = b1 CS U O �Fp �� _ 0 T'� ABOVE Z U O e--i Ct ,/ 76, R/`y �.i,8, I SS BD E , "Cl- I I C9 Z , » , » �c^ .P� Qf I ,t1 M „FQQ „ ,, 4\ 0 j� (VERIFY LOCATION 2 -8 o Z 6'-0" 28 -0 a cn O ''� CO 3 0 / -�- / x8� C�� �hJ 9��/ ��� = WITH TRUSS ENG) Lii w U 34'-Q" "77M" W N 7 7 ��F �y,,,�y O vFOYER LLi 1 „ c.)/ I N -6" 2'-6" - - - �' R� �// 2 7 0, 1 5'-O" / 3' 8 / g o "' I v, / �v& ��yj// N v1 L` N \ _"" Z N " .. N i /_*8..co o�off' �<v / A 2xs A \ \- \ \ FLUSH BAR LIVING 78KS o��,w�, ' o //s ^�o `��� �� ,,���o "2 H" (SEE Si) • -w O9 12"(d) MIN. KNEE SPACE ISLAND W/ DOT HATCHING INDICATES o? �,,� ,• l2,4°pF "� o QJ ^moo\ » �, » ett N z___ PLUMBING & VAULTED CEILINGS WITH � ct „ids1\i,c ,/ 2 -11 7 -0w� \ g a 0 0 0 p F s O o �� ENGINEERED SCISSORS TRUSSES P, �"�, o� `° �, oo i,04p4 '\ �, , 3� /, / 1 m / 1 10 Q PANTRY' z o \ i ELECTRICAL. o °R ° 7 BATH-2 -- - m1 I DISP saL Island sink to N �� , F" �� V D�RyFq i / * Ipd °' o U Q 10 J o o i �� E, O�^ Qc') 4/ 4 °� C'q/� tigcFo `a \ N 76" r A , 1 _o SHELVES " J /DWG SIVK - 21" CC Q I, . I be vented with CEWNG y ° ' ' _g h\ o '9G /� L�DJ _ 5'-6" 7'-6" SLOPE „� / � � � ��'� o� � �F z 0 tP.0. r.N _ ,� loop vent s`" ` � o 0 _ k ��_ / <v� '�\ v�Qo�` �,A, m�� 0i 0, / -8" / 4'-4" g 15'-0" / 5'-0„ / 14'-0" / 6'-0" „1 .o �,?. Q O Q �<" "i m 7 WC 10 �, CrM " to ��� N,...1 / c`�`o '`" o �J c, ,. ^, o��, � 7 -o - K ITC1 \ o rn 2x6 n / / PEAK = CEILING PEAK '�.' �, o` 3��0 �?�`' �� '` ���' o / 1 J HALL I 10 POWDER - o o ,8 / O CABINET Ks" , n in _ RANGE/OVEN J V Q 0) ,� o r » » Vf0 - SLOPE v3 q / / / (3-/:) ��o k, 3'-7" 6 -4 5'-0 I L— I 1 36"(w) REFRI cV Q w Q `� O / / / » ,> L- — oo MICRO./HOC D _ I W/ WATER; I 'o / / 4�,D vI /.� o Yi J / O 9'-1 1 6 4 -0 6 LAV - — COUNTER DEPTH / / �� �(v��VF' J /c� 5 /Cti i M ' O R " WC AENO UTSIDE "30B" (SEE S1) <� 1 • 4Z- - 5'-1" 4'_2,r ! I Ti a / \ ♦ _ II N > W / / QSA/CM �� � "78KS" 3' 6" 2'-6" ROD & SHELF _I - 10 J ROD & SHELF I ROD & SHELF HALL O�' L1I x 0= z 10 �T a y CANT. yip 6'-5" I = I CLOSET 1 CLOSET /^� �,�`�� CLOSET I I �_- \ s' o0 0, ?ks f /yam h C� F = 1 I N — I co - , z -� I Venting an Island_Sink_ "71"P (SEE Si) �/� `� , l� I 11 ,r1. 2 - 11 I oo 11 I © C BEARING POINT y/iFOR GIRDER / o ok,�Q-��,v�S� I I — 10 -10 SHELVES - N -'; TRU(VERSSYLOCATION ///////' . 0) �'��.�� / / r - \\ r » r'-' " SA O' �' SA r » , i '� ri r » » / "77M" N%" 10 / 4 -0 / _ 0 / 4 -0 / 5 - 8 -6 2 4 LINEN Countertop Wall WITH TRUSS �� . < '''// C)/Z \' " ' 1 -- » „ i ---- ' " I I N m i- O 1 Mood rim) coENGINEERING) //// ? / 10=5' / 2'- / 9 -3 ``� /I _ o o Ld .0 - Countertop �Q 5 -2 115 i. 90°ell %� O� �� / I •R M R z a,` c o�j 0 _~ > --, o ��/ . 4y o (� 10 1 i BEARINGSEE POINT) i) M v) _ = Jo ©�e I O :• O \ 3,o J 45"ell r? p y�!yr. n R n 10 I LAV NI LAV I o c N ,-' / / a W r= Zle1 °lY w FOR GIRDER I ^� / a Z / d�N �. 2°h �C/ Q� / I TRUSS ABOVE N 77 O U CO w= < w I i 27\ moo/' r44.4, / i (VERIFY LOCATION N w Z U CEILING O o L \ SLOPE I o", I "'- to M/y �C. y C J R/ • WITH TRUSS ENG) 00 Y a48, '--1BEDROOM-2 o HALL BEDROOM-3 �__, IFAN FAN BATH-1 MASTER SUITE N r r , r , rn N wwII ' /Cteanou37\7 . � u ---1 QUEEN BED uQUEEN BED 1---- L :! 0Snitary tee rlln9-swrrp \ 7 /32,, 7 7/2,, iii/i, lj�/ ?oh `90. I\ O ±6'X3' I� i „17HD" I I NSF 1 1 S ER I GARDEN TUB �� „o, %''0* FS/ t13.5 sf t13.5 sf I t9.0 sf �� "17HD O O EGRESS EGRESS EGRESS A4, i.� "21H" (SEE S1) "20H" (SEES "21H" (SEE S1) "2r�S1) H„ ($FF "20H' (SEE S1) I� ,/ri„or Campo ——— Cleanoul - root Yen I NOTE: 7��7 ���� • CORNER BEARIEE NG , DRYER VENTS ARE REQUIRED 7 7 2' • POINT FOR GIRDER 0 DOWN MAX. (1) RISER. 0 OM O ON 3 MINIMUM CONCRETE Combo _ CORNER POINTS INDICATES RE TO BE OR 3' FROMM 79/32"79/3 '' S 79/32 TRUSS ABOVE LANDING; SLOPEP AWAY, INDICATES DOWNSPOUT LOCATIONS FOR 2-in.branchdrain 1/8" ALUMINUM GUTTERS AT ROOFS, FOR LAYOUT OPENINGS NTO THE BUILDING. » » ,> VERIFY NUMBER (7 SHOWN), & LOCATIONS. A looped vent is one rode-approved way to vent an island sink 2'-9 19/32" 5 -10 5 -10 j,2 -0 2 -0 j, 5 -10 5 -10 6 -6 5 -6 3 -8 3 -8 2 -0 DRYER VENT TO OUTSIDE / / / / - / / / / The Inop should extend as high as possible under the countertop, (VERIFY LOCATION). / 8 -7 19/32" / 7'-10" / 7'-10" / 7'-4" 10'-8" / 5' 8" / 12'-0" / / 59'-11 19/3 " I / 6'-O" / 6'-O" / 1 27'-8 7/32" 65'-11 19/32" / / 93'-7 13/16" / \o •IN ERIOR S CE ---- ---= WALL FRAMING PLAN EXTERIOR,,or�,r GARAGE 4 O° 4 = 0 1 2 3 5 1 o FIRE SPRINKLERS RIGHT SWING, RIGHT SWING, FOR EXAMPLE. FOR EXAMPLE. _ : - PER OWNER; APPROXIMATELY 250' TO NEAREST EXISTING FIRE HYDRANT. ( Scale: 1/4"=1'-0" THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM. DOOR QUANTITIES: DOOR QUANTITIES: EXTERIOR DOOR SWINGS ARE INTERIOR DOOR SWINGS ARE PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. 0 COUNTED FOR HINGES (LEFT/RIGHT), COUNTED FOR HINGES (LEFT/RIGHT), PROVIDE OWNER WITH AN ESTIMATE BY: AS VIEWED FROM THE EXTERIOR. AS VIEWED FROM THE HINGE SIDE COMMERCIAL FIRE PROTECTION, INC. / OF INTERIOR DOORS (VERIFY). 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 P 360-848-9093 F 360-848-1072 DOOR SCHEDULE WINDOW SCHEDULE CONTRACTOR'S LICENSE #: COMMEFP132MM FRAMERS VERIFY ALL QUANTITY QUANTITY QUANTITY FRAMERS VERIFY ALL Q n/ ROUGH OPENINGS LEFT RIGHT TYPICAL ROUGH OPENINGS FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; NUM. SIZE SWING SWING DESCRIPTION REMARKS LTR. Fr/IN SIZE INCHES QUANTITY DESCRIPTION REMARKS PROVIDE A MINIMUM 3/4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPING FROM THE WATER METER TO THE POINT 0 O WHERE THE SPRINKLER SYSTEM CONNECTS IN THE GARAGE. 1 16'-0"(w)x8'-0"(h) 1 EXTERIOR/OVERHEAD GARAGE DOOR PER ELEVATIONS INSULATED A 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) C. 2 3'-o"x8'-0"x1 3/4" 1 EXTERIOR/FRONT ENTRY DOOR, 3/4 GLASS INSULATED, TEMPERED GLASS B 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) Z (.1-) 3 3'-o"x8'-0"xl 3/4" 1 EXTERIOR/PATIO DOOR, FULL GLASS INSULATED, TEMPERED GLASS C 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) MECHANICAL NOTES : Q LIJ 4 3'-o"x8'-0"x1 3/4" 1 EXTERIOR/PATIO DOOR, FULL GLASS INSULATED, TEMPERED GLASS D 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) WALL FRAMING NOTES " C HVAC FURNACE AND WATER HEATER BOTH SET ON/ABOVE FLOOR SYSTEM IN MECHANICAL L _ 5 3'-o"x6'-8"xl 3/4" 1 EXTERIOR/GARAGE SIDE DOOR INSULATED E 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) NICHE AT GARAGE, AND IN DRIP PAN(s) CONNECTED TO PLUMBING DRAIN WHERE APPLICABLE. n SEE STRUCTURAL ENGINEERING PLANS AND/OR CALCULATIONS. FURNACE, PER BID: TRANE SV92 TWO STAGE VARIABLE SPEED NAT GAS FURNACE (96% AFUE). _I W 6 3'-o"x6'-ex1 3/4" 1 EXTERIOR/GARAGE ENTRY DOOR, SELF-CLOSING HINGES INSULATED, 20 MINUTE DOOR F 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) REFER TO ENGINEERING FOR ALL STRUCTURAL REQUIREMENTS, PRIOR TO CONSTRUCTION. WATER HEATER, PER BID: NAVIEN NPE 240 NAT GAS TANKLESS (96% AFUE). _I _ 7 G 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) (VERIFY AND INSTALL EACH TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). Q CDALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS © 16 ON CENTER (0.C.). MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. (1) 8 2'-8"x6'-8"x1 3/8" 1 INTERIOR/HOLLOW-CORE, POCKET DOOR TEXTURED FINISH/PAINT GRADE H 3'-0"(w)x?'-?"(h) 36"(w)x??"(h) 1 WHITE VINYL, FIXED TRANSOM W/ ANGLED TOP PER ELEVATIONS INSULATED (VERIFY DIMENSIONS AFTER FRAMING) ALL INTERIOR WALLS TO BE FRAMED WITH 2x4 STUDS 15 16" ON CENTER, EXCEPT WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). HVAC SYSTEM AND DUCT LAYOUTS FOR THIS ONE-STORY HOME, ALL TO BE DESIGNED 9 2'-o"x6'-8"xi 3/8" 1 INTERIOR/HOLLOW-CORE TEXTURED FINISH/PAINT GRADE I 1'-0"(w)x6'-0"(h) 12"(w)x60"(h) 2 WHITE VINYL, FIXED PICTURE WINDOW SIDELITE INSULATED, TEMPERED GLASS BY MECHANICAL SUBCONTRACTOR AND APPROVED BY OWNER. 1 0 2'-8"x6'-8"x1 3/8" 3 7 INTERIOR/HOLLOW-CORE TEXTURED FINISH/PAINT GRADE J 2'-0"(w)x2'-0"(h) 24"(w)x24"(h) 2 WHITE VINYL, FIXED PICTURE WINDOW INSULATED SLOPE FLOOR SURFACE OF ANY EXTERIOR LANDINGS, DECKS, PATIOS, STEPS, WALKS, DRIVE, etc. Drawn by: ALL AT MINIMUM 1/8" PER FOOT, FOR DRAINAGE AWAY FROM HOUSE AND FOUNDATION. RECOMMENDED RETURN-AIR (R/A) AND TRANSFER-AIR (T/A); 11 3'-0"x6'-8"x1 3/8" 3 INTERIOR/HOLLOW-CORE, DOUBLE 18" DOORS W/ BULLET CATCH TEXTURED FINISH/PAINT GRADE K 3'-0"(w)xs'-0"(h) 36"(w)x72"(h) 6 WHITE VINYL, FIXED PICTURE WINDOW INSULATED PROVIDE MINIMUM (1) RETURN-AIR (R/A) TO EACH FLOOR, IF APPLICABLE. JMC SEE EXTERIOR ELEVATIONS AND DETAILS FOR TYPICAL WINDOW FRAMING HEIGHT(s). ALL RETURN-AIR (R/A) GRILLS IN HOUSE TO HAVE THE SAME SIZE AIR FILTER. 12 5'-0"x6'-8"xi 3/8" 1 INTERIOR/HOLLOW-CORE, DOUBLE 30" DOORS W/ LOCKING ASTRAGAL TEXTURED FINISH/PAINT GRADE L 5'-0"(w)x2'-0"(h) 60"(w)x24"(h) 1 WHITE VINYL, FIXED PICTURE WINDOW INSULATED, TEMPERED GLASS Date: CONDITIONED ROOMS (BEDROOMS, etc. EXCEPT BATHS, LAUNDRY, AND CLOSETS) ARE ALL 13 M 2'-o"(w)x4'-6"(h) 24"(w)xs4"(h) 1 WHITE VINYL, OPERABLE, SINGLE-HUNG INSULATED ELECTRICAL SUB-CONTRACTOR TO VERIFY LOCATIONS AND INSTALL BOTH SMOKE AND RECOMMENDED TO HAVE DEDICATED RETURNS TO EACH SEPARATE CLOSED ROOM. May 20, 2019 CARBON MONOXIDE ALARMS WHERE REQUIRED BY CODE. CONDITIONED ROOMS OPTIONED WITHOUT DEDICATED RETURNS (EXCEPT BATHS, LAUNDRY, AND CLOSETS) 14 N 3'-o"(w)xs'-o"(h) 36"(w)x72"(h) 2 WHITE VINYL, OPERABLE, SINGLE-HUNG INSULATED ©SA - INDICATES SMOKE ALARM RECOMMENDED TO HAVE JUMP DUCTS OR TRANSFER GRILLS TO PROVIDE A RETURN AIR PATH. Scale: 15 0 3'-o"(w)xs'-co) 36"(w)x72"(h) 1 WHITE VINYL, OPERABLE, SINGLE-HUNG INSULATED, TEMPERED GLASS 0 CO - INDICATES CARBON MONOXIDE ALARM (REQUIRED ON EACH FLOOR, IF APPLICABLE). 1/4rr=1'-0" u.n.o. UPON COMPLETION OF CONSTRUCTION, DUCT AND BLOWER DOOR TESTING IS REQUIRED. 16 P 6'-0"(w)x4'-6"(h) 72"(w)x54"(h) 1 WHITE VINYL, OPERABLE, GLASS SUDER (SEE ELEVATIONS) INSULATED 0SEE DOOR SCHEDULE ON THIS SHEET. Sheet#: VACUUM RELIEF DEVICE IS REQUIRED ON WATER HEATER PER 2015 UPC 504.6, 17 Q 6'-o"(w)x4'-6"(h) 72"(w)x54"(h) 1 WHITE VINYL, OPERABLE, GLASS SUDER (SEE ELEVATIONS) INSULATED 0 ALONG WITH A TEMPERATURE AND PRESSURE RELIEF VALVE. SEE WINDOW SCHEDULE ON THIS SHEET. 6 18 R 6'-0"(w)xs'-0"(h) 72"(w)x72"(h) 2 WHITE VINYL, OPERABLE, GLASS SUDER (SEE ELEVATIONS) INSULATED B) INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE (SEE EXTERIOR ELEVATIONS) VERIFY ELECTRIC OR GAS MECHANICAL APPLIANCES. 19 S FOR GAS APPLIANCES: SEE WINDOW SCHEDULE ON THIS SHEET. PLATFORM if REQUIRED 18"(h). R-10 PAD if REQUIRED. 20 T SEISMIC STRAP AND PRESSURE RELIEF TO OUTSIDE. of Sheets Revisions/Date i 10 I I 1 1 "31B" (SEE S1) 2x2 - �x'♦-- -L-- I I —7 "316" (SEE Si) I / DIRECT VENT 1 O TO OUTSIDE ♦ `+1 / "20H" (SEE S1) "21H" (SEE S1) "21H" (SEE S1) 1►j C.) GAS FIRE �, 17 H D / ' PACE ti .` ,� /'„ In El 1-1IJ1+ "17HD" • N - �/ CD z c N z � Q• CU �m : 0,�/ Q n o 1— o_ II AA r1 �•/ II 11 / GZ, • o 11 u �• NG N 44, l ----♦ r//////� ———- \ A / L o �I ^/� � Cd v] / FR OH" (SEE S 1) i c_o' ;' c_z'9 "77ty1" I h`�'I O �•�SFF S ���� \_ A\\\\\\\\\\\\\\� "21H" ( EE Si) F c i� ,u 1-1 � RI "71"P (SEE s1) v) z M -� BEARING POINT c/i z = I a�n / 4V FOR GIRDER J W �' , / ��Q./ , y `\\ N (VERIFY LOCATION Ct U "77M" -3 l� '�/ �� WITH TRUSS ENG) Ct �� CD �� , '44 / :': /*%•*_., _ GIRDER TRUSS _14r, % v 1 I I "78KS" OA �,� J�'� ��o�`` � "20H" (SEE Si) GIRDER TRUSS U DOT HATCHING INDICATES �� `'Qo�`' 0 PER STRUC RAL -_____= VAULTED CEILINGS AT MASTER, LIVING, KITCHEN, DINING '� "�sKs . , Qz�� \ / r--7 ENGINEERIN . I ——'� I WITH ENGINEERED SCISSORS TRUSSES © 24" O.C. I �v a" / 1FANI A / I / r.,`'' wr°J -- .RIFY LOCATI S / N j �� o _ WI TRUSS //v Fir--/ �s /' ' ' vQ / ENGI RING. I y SLOPE1 I 0 0 / Q��� �. - i�� / PEAK INTERIOR CEILING PEAK, & HIGHEST ROOF RIDGE �ml Q� V _ // Ate_ CEILING l 78KS,. %� LVT0 J 1 SLOPE a9� / / / ) I MICRu.�H00D EELOW_ / ' © - , / �/ s, m I �� NO3( UTSIDE "30B" (SEE S1) " tom%// / /// S� r - --- 0 SA J /� I II r 1I fr, �78Kg•. ,sf Q I I <----i i w 1 1 "78KS"w O/ L L -1 1 z U J LI Jcs L__r 4// I ��I I �,- / I i/��i Q I �I 1 I c� } Io "71"P (SEE Sl) �/% <VV�QQ ��� I SAO 0 r LL (/7 "77M"CD L�cJBRRING GIRDERINT �%may j�J�1`�Q� �� - I Q >_ gI Lai TRUSS(VERIF LOCATION ```ABOVE \``�`. ///WITH TRUSS „ / r�• �w� Q1 \\ "71"P (SEE Si)B I I c/i ENGINEERNG) / `lilFOEARIGIRDERNG INTn " 'I" `', /�/ 2by(S , ,,, I / TRUSS ABOVE 77 S / / .� // (VERIFY TRUSS ENG) 1 r t CEILING �� / WITHL--- SLOPE � I / ' i �� / .+ ("Psi .. n--H r- iFAN iFANi �i .', , - - -- //y °zo , I I 1 :17HD" 17HD" F S�J �J "21H" (SEE Si) "20H" (SEES "21H' (SEE Si) "2, S1) "20H" (SEE St) „ .* ±18" ROOF OVERHANGS TYPICAL ii "71"P (SEE Si) 5" ALUMINUM GUTTERS TYPICAL CORNER BEARING POINT FOR GIRDER TRUSS ABOVE INDICATES DOWNSPOUT LOCATIONS FOR ALUMINUM GUTTERS AT ROOFS, <a� VERIFY NUMBER (7 SHOWN), & LOCATIONS. ROOF PLAN 0 1 2 3 5 10 Scale: 1/4"=1'-0" z Q CL U 0 0 CL Drawn by: JMC Date: Rev 01/20/21 Scale: 1/4"=1'-0" u.n.o. Sheet#: 7 of Sheets Revisions/Date COMPOSITION SHINGLE ROOFING 30 YEAR MINIMUM OVER 15# FELT MINIMUM PROVIDE ATTIC VENTING TO MEET OR EXCEED MINIMUM CODE REQUIREMENTS. 7/16" APA RATED OSB ROOF CONTINUOUS RIDGE VENTS AND/OR e--1 SHEATHING (TYPICAL) INDIVIDUAL ROOF JACKS TYPICAL "il N 18" RAFTER TAILS PROVIDE ROOF SHINGLE COVER AS NEEDED. C4 N ON ENGINEERED TRUSSES SEE PLANS AND c OO WILL BE TRIMMED FOR ELEVATIONS TO VERIFY �j N / FINISHED OVERHANGS / ROOF PITCH(es) ENGINEERED TRUSSES ® 24" O.C. TYPICAL UNLESS NOTED OTHERWISE. LICENSED WASHINGTON STATE 12 =- TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT C". , INSULATION BAFFLE \ AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL. "� C., VARIES WITH 1 1/2" TRUSS MANUFACTURER MUST DESIGN TRUSSES TO C/) p� /'//// MINIMUM AIR SPACE MEET MINIMUM LIVE LOAD REQUIREMENTS PER CODE. Cam" Q�t SEE ELEVATIONS TO VERIFY ROOF PITCH(es) AND �Ct T ES�R��pOF -- �� '// R-49 BLOWN INSULATION TYPICAL IN ATTIC OVERHANG LENGTHS. ( ) 40 ^ - CA �PK� / '/ •/ h+l O .4--, 2x4 VENTED ___= ILA&— A&—� A&A& A&� A&A&� A&� A&A&A BLOCKING � 11111111111411111 1-1 C� TRIM AWAY HATCHED SECTION OF TYPICAL ��i I. TOP OF PLATE e--i V RAFTER TAILS AS NEEDED FOR SUB-FASCIA AND FINISHED SOFFIT i SIMPSON H-2.5 HURRICANE • M = MATERIALS. VERIFY LENGTHS ON-SITE. TIE TO EACH TRUSS WITH CONTINUOUS ALUMINUM GUTTERS �'' 1,i� '� (10) 8d NAILS EACH. 1/2" HD GWB AT CEILINGS LINO N 7-1 5/4"x8" FASCIA BOARDS TYPICAL - (2) 2x6 TOP PLATES TYPICAL. l LAP SPLICES 48". VERIFY WITH ARCHITECTURAL PLANS 16" VENTED HARD-SOFFIT PANELS J lip.- TOP OF WINDOWS ROUGH OPENING (R.O.), TYPICAL U.N.O. Z NEED TO FIT BETWEEN WALL \ SHEATHING AND FASCIA BOARD SEE FRAMING PLANS FOR HEADER SIZES AND LOCATIONS. •• PAINTED Z-FLASHING OVER 4x10 DF TYPICAL U.N.O. it 5/4"x6" HEAD TRIM AT WALL OPENINGS (VERIFY WITH ct ELEVATIONS) z a L J J a 3 O r 1- x U' w x CD EXTERIOR INTERIOR W U J W> J 7 0 ± 5/4"x4" TRIM BOARDS TYPICAL AROUND ALL WALL WALL OPENINGS ' 11. EXCEPT WHERE NOTED OTHERWISE CEMENT FIBER BOARD SIDING AS PER ELEVATIONS TYPICAL. 2x6 STUDS ® 16" O.C. TYVEK HOUSE WRAP (or APPROVED EQUAL) -••.—AT EXTERIOR WALLS. OVER 7/16" APA RATED OSB WALL I (INTERIOR WALLS 2x4 0 16" O.C. U.N.O.) SHEATHING TYPICAL UNLESS NOTED ENGINEERED WOOD I-JOISTS. OTHERWISE (VERIFY WITH ENGINEERING) 1/2" GWB TYPICAL FINISH INTERIOR WALLS SEE FLOOR FRAMING PLAN(s) TO (U.N.O. as UNFINISHED) VERIFY SIZE, SPACINGS, AND LAYOUT. PAINTED Z-FLASHING OVER 5/4"x10" BELLY BAND AT BASE OF WALL. r R-21 BATT INSULATION R-38 BATT INSULATION TYPICAL IN (VERIFY WITH EXTERIOR ELEVATIONS) TYPICAL IN EXTERIOR WALLS FLOORS WHERE REQUIRED OVER TOP OF SUBFLOOR (LIVING AREA) 3/4" T&G EDGEGOLD SUB-FLOOR UNCONDITIONED SPACES, TO COMPLY (10 1/4" TOTAL = 1 1/2" SILL + 9 1/2" JOISTS + 3/4" SUBFLOOR) 2x6 BOTTOM PLATE GLUED AND NAILED TO EACH JOIST WITH WSEC ENERGY CREDIT 1a. TOP OF SUB-FLOOR \ -- -- -- -- -- -- - -- - -- -- -- -- ‘.. l,vvvvvvvvvv,,,,,vvvvvvvvvv,1 -IMillit ,,,,, ,, .. , ���vvvvvvvvvvvvvv��v������vvvvvvvvvvv��vv��,��vv - -- -- \ TYPICAL `. i ili 2 IA ATTIC 1 , (WEE L \ u , \ TOP OF CONCRETE FOUNDATION STEMWALLS "B" (SEE SHEET 4) \ \ "N-' I iI a SOLID BLOCKING OVER SUPPORT BEAMS " 2x6 SILL PLATES MINIMUM. TYPICAL UNLESS NOTED OTHERWISE. a PER PLAN, AND WHERE REQUIRED BY CODE 10 GRADE TYPICAL _ (ANY/ALL WOOD IN CONTACT WITH CONCRETE, SHALL BE PRESSURE-TREATED) AND/OR BY JOIST MANUFACTURER. \ 12 z SLOPE GRADE AWAY FROM FOUNDATION \ \\ I 8"(w) CONCRETE STEMWALLS TYPICAL a SUPPORT BEAMS PER FOUNDATION PLAN. 3 — J J� 1x4 CLEATS EACH SIDE. TYPICAL w VAULTED CEILINGS AT // /// � 3 PROVIDE MINIMUM (2) #4 HORIZONTAL REBAR IN TOP 8" OF FOUNDATION WALLS o z MASTER, LIVING, KITCHEN, DINING 1-w 5/8"x10" ANCHOR BOLTS ® 48" O.C. TYPICAL (UNLESS NOTED OTHERWISE ON \ \ W W/ ENGIN. SCISSORS TRUSSES 0 24" O.C. `Q N PLANS, OR PER ENGINEER'S SHEARWALL SCHEDULE). THERE SHALL BE A UNLESS NOTED OTHERWISE ON FOUNDATION PLAN AND/OR ENGINEERING. oZ MINIMUM OF (2) ANCHOR BOLTS PER PLATE SECTION, WITH (1) BOLT LOCATED ��/ �\ - 1'-6„� N a NOT MORE THAN 12" AND NOT LESS THAN (7) BOLT DIAMETERS FROM ENDS � \\ SCREENED FOUNDATION VENTS TYPICAL PER EXTERIOR ELEVATIONS 'I N \ a °° AND FOUNDATION PLAN. PLACE TOP OF VENTS AS DIMENSIONED =o OF EACH PLATE SECTION. BOLTS EMBEDDED MINIMUM 7" INTO CONCRETE. \ \ °° (VARIES) \ FLAT CEILINGS BEYOND \J co a ON ELEVATIONS, BELOW TOPS OF CONCRETE STEMWALLS, WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS Pc \ \°° AND EXTERIOR WELL AROUND ANY VENTS BELOW GRADE AS NEEDED. o SHALL HAVE (1) ANCHOR BOLT LOCATED IN THE CENTER THIRD OF THE SILL / � 3 P PLATE, WITH WALL CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. m % ° �? WALLS 12" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS 1a' j TYPICAL CRAWL SPACE CORNERSCAN BE C�RAMEDEDOTO THE ADJACEN�UBRACEDN WITHOUT WALL PANELS.HOR BOLTS, WITH WALL m \ a 18" MINIMUM HEIGHT CLEARANCE "co \\\\\\ \ 5^ SUPPORT POSTS PER FOUNDATION PLAN. w �' ALL ANCHOR BOLTS ALONG BRACED WALL LINES REQUIRE 1/4"x3"x3" STEEL a APPROVED SIMPSON POST BASE PER PLATE WASHERS U.N.O. ON ENGINEERING. PROPERLY SIZED CUT WASHERS ARE /\/\/\ A CONTINUOUS PERIMETER FOOTINGS WITH (2) #4 REBAR CONTINUOUS FOUNDATION PLAN. \ PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT CONTAINING BRACED WALL �, I (TYPICAL U.N.O. ON FOUNDATION PLAN AND/OR ENGINEERING) PANELS OR IN BRACED WALL LINES. I <° \I\/ � °i 8 MIL BLACK POLY VISQUEEN VAPOR BARRIER I ` CONTINUOUS OVER CRAWL SPACE SOIL MASTER SUITE LIVING \ TOP OF FOOTINGS; BOTTOM OF WALLS I /\ ) \ KITCHEN AND IDINING BEYOND, WITHIN VAULTED CEILING ARE.p, /\ j °. SILK ° •d •°° (CABINETS, ISLAND etc. NOT SHOWN HERE) Co to \ EXCAVATION; BOTTOM OF FOOTINGS \ I / m 4 M \ \ 4" RIGID TIGHT-LINE DRAIN. \/ j\\\ /\\ \A \ FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL REBAR \ ,., = �� DAYLIGHT TO GRADE. / / / FROM FOOTINGS AT NO MORE THAN 48" O.C. WITH A STANDARD HOOK 3" CLEAR OF N N FILTER FABRIC SURROUND. \\\\ BOTTOM-OF-FOOTING, AND EXTEND UP INTO THE STEMWALL THE LESSER OF 14" 4" RIGID PERF. FOOTING UP INTO THE STEMWALL or 2" CLEAR OF TOP OF WALL. ` �� DRAIN WITH 12" MINIMUM VERTICAL STEMWALL REINFORCEMENT THAT IS INTERRUPTED BY WALL OPENINGS EQUAL EQUAL ' OF DRAIN ROCK COVER. / 4" / 8" 4" / / / / SLOPE GRADE AWAY 4 X SLOPE GRADE AWAY DAYLIGHT TO GRADE. (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL 1 16" REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH SIDE OF THE / 16" / L- .II CRAWL SPACE _IO / / WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED IN ,,lk 'H. u.' / Z ~ TYPICAL UNLESS NOTED OTHERWISE ON STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH THE ADDED SEE FOUNDATION PLAN FOR .ii. : *` / O U FOUNDATION PLAN AND/OR ENGINEERING. VERTICAL REBAR ABOVE. VERIFY.) INTERIOR CONCRETE FOOTINGS J FOOTINGS TO REST ON UNDISTURBED SOIL VERTICAL REINFORCEMENT GRADE 60 MINIMUM. AND REINFORCEMENT. L `' / `� ICI—tM � " ��yi' J !�^-I i /%/%% i -/y///:%/j ��/i %��/i//i//%/jam��/i '�`%i`/���%/\\/� //% 1- V 1 Lu V J / n NOV Q U C_D _1 J TYPICAL WALL SECTION ri9SECTION \ = s SCALE 8/4 T Or SCALE V4 • f Or 1— m NOTES AT TYPICAL WALL SECTION(S) ARE — TYPICAL FOR ALL CROSS—SECTIONS AND NOTES AT CROSS SECTION(S) ARE TYPICAL DETAILS EXCEPT WHERE NOTED OTHERWISE. FOR ALL CROSS—SECTIONS AND DETAILS — EXCEPT WHERE NOTED OTHERWISE. Drawn by: JMC Date: Rev 01/20/21 Scale: Varies, as Noted Sheet#: 8 of Sheets . . . . . - . Headers 1 . . . 1 , Structural Callouts©-Copyright ConstructionCale,Inc(CC!) Default header material is Doug Fir No. 2 or better Foundation and Floor Framing 1/8" = 1' - -- f- --- -- .--- - '-- --- ---- - --- I 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration 0 PA Per Architect -All slabs are 95S. _ _ ,-- ----- --- ---- ------ . - * Default Trimmer, use 1, 2x stud or Simpson LUC hanger,each end. Structural Item:This item and related connectors shall be per architect/designer. . -All floor sheathing is 12FD,typ. _. - Deck decking is 13DD,typ. 111 RD Roof Diaphragm . — _ __ Default King Stud,opening 6-feet wide and less use-1,full height stud each end(plate to plate.) --, - -- . * Shear Capacity:Good for Eh=230 plf-seismic;Eh=322 plf-wind.Max aspect ratio=3:1. Default King Stud, opening wider than 6-feet, use 2,full height studs each end(plate to plate.) -.- ----- * -Framing:Trusses or rafters:2x at 24"OC,max. _ ----- - , -------- -- --- ' -- ---- Trimmer,each endl King Stud,each . 65Z. * Framing Connection at Support: , 1 t - , ----1 -- - 1-— - - ,Where connected to shear wall,connect per shear wall callout-top of wall. -- - Callout• : Min, use Alt 1 min. use Alt 2 min., use , (if blank use default, end(if blank use --i- i- ---1-- 1 ----- - !Where trusses or rafters connect to beam,use H2.5,or A34 with screws,or similar,typ. above.) default above.) 1 1 11;11 L 1. _ , ,,..._ 1 . _ - lAt ledger,connect per ledger callout. 20H 2x6, "L"config , 4x6 r- - i— t------4 r -7-C---#: I_ 'ND , * -- ,Sheathing: 7/16"min2_0SB or CDX plywood. 1 4x8 r"- r — — — — — - _ I_ , -\\ \ *.._ Sheathing Loyout: Case 1 per IBC 2306.2.(1) • — 21H 1 2x10, "L"config 2-2x8 /„/// \ riof TR e,5 41P , * 'Nailing:Use 8d at 6"edges, 12"field. . - — 22H ' 5x12 glulam or PSL , 3 ,_ si I 114 011/4K - - . - - EICTU% CP 4460 k , * Blocking:Not required except at supports and at connections to shear walls below. Beams /i'l ___ „37- .a few LoAtt• vl 121 FD Floor Diaphragm Default sawn material is Doug Fir No 2 or better. A/1/ liF -,, '--. 4---- .---..:-- .. _ _ -- - ]--- * -- _ _ • - — Sheathing:With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Sturd-I-Floor;either 3/4"species group 1,or 7/8"species group 4.May be OSB or 1 r-- _..: _ _.... 1.—..—,.r. —0,- — ---.. . • . , — , plywood.Good for 130 psf,TL @ L/360 defl. , Default glulam, LVL, PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E,2,300 psi,.min Fb. - ,„c• . /// C I 11) ' 441 \\.\ __._ * Sheathing:With joists at 16"OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19/32"thick.May be OSB or plywood.Good for 245 psf TL @ L/360 Default wall connection: 3"bearing in pocket or on plate with min., 2 studs below. ,-. „I" \,,,,i, defl. Default end post connection: LCE,ACE, EPCZ, ECCQ,or similar. /// * - --- - i-- f--cl-1 , \ Sheathing Layout Case 1 per IBC 2306.2.1(1) Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. le' _ _ I-, /// / / .____' _ -J 9 WC 6004 \\ , \ , PosT;r4) - Orient sheets continuous over two or more spans,with the long dimension across supports. - ,_ -- - Default mid-post connection: LPCZ, PCZ, CCQ, or similar. //I /-/ - 7\\'.\ , ,\ of4. - * Nailing:Glue,and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. , //// I/ Eirt..A *_ 1 Blocking:not required except at supports(beams)and connections to shear walls below. Default beam to beam connection: HU, HUC, HUCQ or similar. ),,) I / / grl Lgibtar 1.0 5.1) Re 11/1/61" t/ q L. 1 13 DD Deck Diaphragm - Ii * -- --- - - . . Decking:Use wood or composite decking per Arch.,min.actual dims: 3/4"x 3.5". . t-- Callout Min., use Alt 1 min., use ! Alt 2 min., use Connector(if blank Notes / L _ _ ,..--- -*- — v— —„, r *III ' 1 Decking Attachment:Use decking screws,length to ensure 2"mi .,embedment into framing . 1 ' -1 -..sp----_—__.- ,- _L_ ___ _.....___ ..7-.___ : _ -_-_-,a*-___._-_ / --- below, use default, above)-1-- - -.„ / /---- ---aet — — // 1 I I Use 2 screws per deck board per framing member.At decking splices,center splice over framing menber and use 2 screws per spliced end. --- - --- 30B 2-2x8 4x8 1 I -„, if, , / (i) ,,, * Blocking:not required except at support beams. i-- 1- -„ / /.,..? 40 6 . • 1-I 4FP I . , 31B 4x8 er "'' z? ' 418 , i • ,1 17 HD Alt 1-Holdown-Embedded Strap Type. -- -- _._ ___ --- -- - - -- -- - _ - 1- --- 1 / ' rtif 4 , I-- /,' 1 , * Min.Capacity: Good for 2185 lb uplift. 40B 4x8 Ito ... i' 4. 1-- ---1- * 1Holdown:Use LSTHD8 for no rim joist condition. -- 1-- 1,- • /N. li - ----------1- -- ------- -- - 41B 4x10 7' 5 MAK ii ..I7A - i-For rim joist condition use LSTHD8RJ. -7--• -- —- --"--- --- - 7 ------ - - - / t * _. ._. Nails:Use 16, 16d to full-height stud as.follows. 1-- 42B 4x8 PT . . , t • 40 • giFc , 3 t I, ' * Stud:Use larger of:king stud as speed elsewhere;or choice of 2-2x,3x,or 4x. - r- -..... --... 101 jib , , , 'Alt 2-Holdown-Bolt Type ------------ -- - Joists and Rafters • -4- ---.._ i/ * --, . Holdown:Use HDU2. • r• -- --- - r L-i • . • — i. _4_ 4____ i i - .1 i. '-__L-1,___ i L 1 _ ____I- _ _=_-"t- 1 -1--r-V-3J_ ---= Li ---; * Lags:Use 6 SDS 1/4 x 2.5 to full-height stud per above Any national I-joist brand, equal or stronger may be substituted - ' Anchor Bolt: If wet set,use 5/8"diameter SSTB16,or 5/8"all-thread with nut and 3"washer on embedded end.Min embedment= 12". If too long to fit in , Default I-joist face mount hanger is IUS or MIU * footing,bend 90-degrees at bottom of footing,maintain 3"cover at bottom of footing. _1 --- - Default I-j'oist top flange hanger is ITS, HIT, or MIT - If rotohammer,use 5/8"Titen HD or all thread&epoxy,with 6"min concrete embedment,centered in stem wall. - 7- 77 M Mullion - ,-, -- -- 7 . . • i Connector(if blank * I Use mi .,2,2x6 studs,or 2, 1.75x5.5 LVLs,continuous bottom plate to top plate. Callout ' Min., use ' Alt 1 min., use , Alt 2 min., use , Notes use default, above) 1 - This wall to be balloon framed,bottom plate to roof diaphragm. - -- - Header(s)may hang on this with HUC,HUCQ or similar. • 1 1 ' - 60J 11.8 TJI 110©16" Walls and Roof Framing 1/8" = 1' , , --- " 78 KS King Stud . • / ,' Roof diaphragm is 11RD,typ. -------- • r Posts * At sides of opening use min 2,2x6 or 2, 1.75x5.5 LVL king studs,continuous bottom plate to top plate. -Trusses and layout are OPA,typ ; - -- ---- - - f Default material is Doug Fir No 2 or better. - This wall to be balloon framed,bottom plate to roof diaphragm. • _. .. r - - Support header with trimmer(s)or concealed flange hanger per plan or Arch. Default bottom connection on plate: 2, FC or 2,A34 with screws, or 4, 16d face nails. al, • _••_ . . • • • 81 ' L Led_ger-Deck Joists to Rirn. . , ____. V . 'Ili __ Ledger:Use min.,2x,PT ledger at least as tall as joists. :--_ * - _ . . . . - Default bottom connection on beam: 2, FC or 2,A34 with screws, or PCZ. c . 1 Ledger Conneeion:Connect to rim with 2,SDS or LedgerLOK at max., 16"OC and within 3"of ends and splices. Default bottom connection on concrete: PB, or AB, or ABU, or ABW,or CBSQ Alternate bottom connection on concrete:#5 rebar or 5/8"all-thread,epoxy 6"min. into post butt, and 6"min., embed in 1(.•4) A .._ __- SDS or LedgerLOK to be of length necessary for full penetration in rim. _ . _ ' 1 „ • (—Ca_ .:1. il li 0 * Joist Connection:Connect joist to ledger with U or LU hanger(not LUS),all holes filled with galv screws,Simpson SD9 or similar. conc. Conc embed may be wet set or epoxy. 4- ..4... 7 I '--- I -- -- , 3 , 2* _„,,‘ 40A, , , , 91 FC Footing,Continuous i 1 * ._ _ . ,--- Connector(if blank' ' / 1 . .1 '7; ,, 1 i li Retained Height Maximum retained height(unbalanced fill)=4'. Foothig:Use min., 16"wide x 8"tall. ---- _ ,-- -- - --- - ,- - callout 1 Min., use Alt 1 min., use Alt 2 min., use ; use default, above) Notes u p grip livikA‘ all° l' 2-2x4 4x4 1 1 / Nr • : liV.:, dri I, ,,,,P - Lon tudinalre_b_ar,use 2,#4 continuo_us,3"from bottom. • 70P -- - --- —--- --- , ------ --1- --- / I tori) _ ,-- - I Vertical rebar,use#4 at 24"OC,max,centered in wall,with alternating 6"bends at bottom footing rebar. _ _ . -,- 71P ; 3-2x4 , , 2-2x6 4x6 • ! • - Horizontal rebar,#4 top and bottom and at 24"OC max.,centered. • i- ,- At garage doors,stemwall may be shortened or omitted._ ___ .. ____ t ,-- /L-- I • i-i, U v- r. * 1 !Drains: Install footing drains and/or downspout drains per others and as required by c.ode. 5. r •-r -1- - .' I 65 - -- is s/1 ___-,—- . 1 v.sj.1.1! 92 , FT ,Footing,Thickened:SIab i 1--- Footmg:Use a monolithically poured thickened slab: . , _ _ . /... iii ' ' N 0 1- 1 3o 6 ------- --------- ---- - ---7 , --I , / 4- L — - At exterior locations footing to be min., 12"tall x 12"wide at bottom.Height may include slab height if poured monolithically. i Typ.shear wall top connection , i Typ.shear wall top connection- o . ( D2 )---framing perpendicular. c, .......-.. * Longitudinal D1 _.. ._,. ._— , a 0 Pi -1-\\Hr--1-------' Alli \ - i -framing par!Ile_l____ . . ____7.7.1_ t11- - At exterior locations,use min., 1,#4 continuous 2"from top and min., 1,#4 continuous 3"from bottom. — ',sm. - L -: . .„..,s.,,,„.7,... .,.,. , . - 0; ..-----.: , __._,4i. , * Slab Reinforcement:Extend slab reinforcement through this footing. . . i . , --, r , . 1 , i liTE 14,4 12...'4114\ik . : 93 FS Footing!Strip . 1: ,, , '2.oi•l! - -- • . . . Teit.c.to.rce;Pr-L,sr?,4fTE.c. 1 I . _ . ftArTe12- • . • (eit. ,1. :, 40011 K 1 ,,,,,T -,.. ) o o 7:7L"\A7,, ) ,,Ir_l_r_ i a ,g, * FootinLognItauddinal Rebar:Use 2,#4 continuous 3"from bottom. At....-r, -- : ___ - lb • ...."1. A8:1-.. i_0 40 ;Iii ! . * * - ; , • 41 / ' ' i ,,/ i 1 ......; , . , . T , ,„, ,. , ,-;---' , . , , r--' ': '',r-il 7, ,_ i _ Footing:Use min., 18"square x 8"tall. , • - If in slab area,footing may be mono-poured with slab or below slab.Height may include slab height if poured monolithically. .eti. olltte. rail' 55 enL • • ..- ____ _ ..„,,y2 1 --- , , :; ,I. , ecq..4 _ -- • - -- 13•11-acKek 0TI•12„S 'oe, , tv i Plinth: If plinth is called for use round or square per Arch,min diameter or width such that all rebar and post base connectors have 2"min.,3"max., co..cr HI. 'lit / i , . * T__ concrete cover on all sides.Chamfer per Arch or as necessary to shed water. _... .__ _., ; • 6t..•4 . ---- II ----, 1 i 0 4 ••.• .. • -- - Plinth rebar,use 3,#4 vertical,equally spaced,with 4",90-degree bend at bottom footing rebar. Hoops or horizontal rebar is not required in plinth 4 ' L tb. .. , --• . ,4?/.410------ -- 4 6.47) ' * Footing Rebar:Use 2,#4 each way,3"from bottom. • , L woo • . 5 014/ 1 00 . A 95 , S Slab - -- - - * ; • . , T12445 5,ao-- e fitiz-, oft. . ' : • ARM Subgrade:Use structural fill or native material,compacted to 95%relative compaction.It is strongly recommended that all structural fill be checked by a , ' ALT. A, --To t5T . ri!,,ar•er*44. - _ _ geotechnical consultant. ki*.tt..'d$''--- „,,,..: _ . - — * Underslab Insulation:May use XPS or EPS rigid foam with min.,25 psi compressive strength under slab.If used,provide and install per insulation r : 5a4641-10.24, , Ift..s..c , . f/60.4 - ! _ manufacturer's recommendations. c..siukoz OR. * Slab Thickness:Use 4"mi n. T . . • 114i . 5fLAc4,4,5 . ...t ' ; eols4 FP-gasi t!'"'! * Reinforcement Use any of the following: T . ., • TALL. Itre-c.. I _ . ' 4-3.- Min.,#3 rebar at 24"OC,each way,centered in slab. . . . i . . 112-uss -.........„,. ; *•1..t. $4/ Structural Shear Wall Calloutsc-Convright ConstructionCalc, Inc (CCI) ' __ - Welded wire fabric,min.,W2.9,6"x6"(6 Ga.),centered in slab. Splices overlap 8"min. . ' I I - I I -----7-------`1-1-- - • I - ' -I - ' ' - Fibennesh per manufacturer's recommendation. , _ 1 , Typial Shear Wall Calltmt Symbol . ,-- „t„ 'Ir*sgeocivilki& „ WIIIIIIII 11‘.. It - Helix micro rebar,miri.,5 lbs.per cubic yard. ''' 5ft-tr-‘,gekc - arm 1 1 This symbol indicates a dechcated she wall or panel,thc type per callout below. ' , ..__ ._.__ , oimano • ------ - - - r LS SC-112.::74ott.- ' -: - Aa 112-6 IP * Control Joints: Maximum recommended spacing.=8'OC,each way.This is a non-structural item and may be changed or omitted by Owner or Architect. ' 'S Wt.IS 4,Do 1 .4 e' 1 pw.i 4,_____H.-- Walls without this nymbol are not dedi ated shear walls-I,use code-standard,construction. 1 , Min length of shear peel,ft. , , * — _- - - Vapor Barrier:Use a rnin.,6 mil.,plastic vapor barrier under interior slabs. i $bv,(045 6?):> • 3.4 A ' If"W",construct entiWall per this callout,with minimum individual panel lengths indicated on plan. • If"NS",mean*Not a Shear Wall.Build per code mihimum. , Sill Bot anchor 1 . 1 1 . , Top of plate to max Capa- , , Stud Nail Edge l Sill Block- Top of wall fram- spc'g/ city, 1 Nails I Stud Stud mat'l /Field ' Top I plate&, ing at wall conn to ing, min. ' . 1 wind/ Sheath- or height,1 spac'g, Stud (see spac'g @ Top plate studs 1 unsup- conn to perpen- max. Mud sill embed- Call- ' seis, ing, :Sides of;screws, max., max., I size, std st'l 1 Stud Plate, splice, 'w/edge ported parallel dicular spc'g, anchor to ment, Tim K. Garrison, P.E. 2316 Antone Way 1 out Eh,Of; min. wall size ft. in. min. specs) 'spac'g,in. min. min. nairg edges framing framing in. , concrete in. Anacortes,WA 98221 ! ' ' i Consulting Engineer S1 of 2 6/6@24 TimG@TimKGarrison.com 10 ' 24 ' 2x4 Sawn Con't 1 . 6/12@16 (360)708-1865 sheathingl 5/8"' j-bolt, one, , Cont' . +blkg or,16d @ 61 or 5/8" 7/16" either 14 16 2x6 ' Sawn ' 6/12@l6 48"lap ], sheathing, H2.5 or GAR.b. Titen HD, Structural Analysis: New Home at 4319 Oakes 168/ OSB or side, , i or A34. , or SDS 4** ' - ileip 1PW , 8d , 2-2x4 I •4:*' , 120 1 plywo- apply i 1 or LTP4 , Ave., Anacortes, WA 16d . od directly ' 18 12 2x6 , Sawn 6/12@l2 1 @ 12 to studs I-- ,-- i , max. See @ 24" MASA or .‘4/ , max. See ' MASAP i , 1 22 12 ' 1.75x5.5 LVL 6/12@12 0, S 1 1 , Client: Chris Felt r r 1" , , i" , , , , , 7 • , v :C i 1 t 44 it e n IS 6g) SDS Building Design:John Cawley 5 1)5 1 T 1 , 2PW . 490/ 4/12@l6 (same) (same) (same) (same) 1 16 (same) (same) or 12 (same) i (same) : (same) 2x (same) (same) .25x4.5 (same) 36/4 Job Number:T19040 350 1 1 . , Date:May 15, 2019 - tioximet fikaw-x-gl, 1 @ 6 , , 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 Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of.free draining material and a bottom of header in an "L"configuration with 16d at 4"max spacing. If no header is specified, the wall is the most recent.building code adopted by the approving.jurisdiction. suitable vapor barrier(designed by others)are recommended for all interior slabs. assumed non-load bearing and wall top plate may serve as the header. Calculations. The calculations included herein are only those required to ensure compliance with code. We Footing Drains.Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall,headers for each do not intend to compute every structural element nor every load combination. Much of our analysis is"BI" grade, shall be provided at the base of all footings and retaining walls which will have earth placed against opening shall be individual members with full-height king studs between them. Each header shall use the (By Inspection.) them. Footing drains shall be 4"perforated pipe routed downgradient to daylight,unless otherwise number of king studs specified below or in the Structural Callouts. ABBREVIATIONS: specified. Trimmers, aka Jack Studs. Use size(or larger)per Structural Callouts. Concealed flange hanger of similar A:Area IEBC:International Existing Building REF:Reference,not actual STANDARD CONCRETE:. bearing length and capacity may be substituted for trimmer. AC:Asphalt Concrete Code REQ or Reqd:Required Standard Concrete.Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc=B1:By Inspection IRC:International Residential Code ROW:Right Of Way King Studs. Unless otherwise shown on Plans use the following. These must be full-height,bottom plate to BRNG:Bearing(wall usually) K:Kip(1,000 lbs.) Rt:Right 2,500 psi unless otherwise noted on Plans.Minimum cement content=5 sacks per cubic yard. Maximum top plate,IE diaphragm to diaphragm. E:Elastic modulus or Electrical KSI:Kips per Square Inch S:Section modulus water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318, latest edition.Mixing (E):Existing • LVL:Laminated Veneer Lumber SC:See Callout and placingof all concrete to be in accordance with IBC and ACI 304,latest edition. * Opening less than 6' wide—use min., one king stud each end of header. CCI:ConstructionCalc,Inc, LSL:Laminated Strand Lumber SD:Storm Drain . CEP:Cast in place concrete Lt:Left SIP:Structural Insulated Panel * Opening 6.1' wide to 9' wide—use min.,two king studs each end of header. CMU:Concrete Masonry Unit NA:Not Applicable SK:Sketch • Admixtures.Industry recognized and approved admixtures affecting set time, flowability,and/or CO:callout or Cleanout NB:Not Bearing sOG:slab On Grade waterproofing may be used provided the strength and durability of the concrete is not adversely affected. *Opening 9.1' wide to 16' wide, use min.,three king studs each end of header. Conc:Concrete NIC:Not Included SPF:Spruce Pine Fir Cont:Continuous OC:On Center spacing SS:Sanitary Sewer Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header,the DF:Douglas Fir OSB:Oriented Strand Board STAO:Shear Transfer Around Opening end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with HF:Hem Fir PCF:Pounds per cubic foot SP:SIPs shear wall Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a HVAC:Heating,Ventilation,and Air PLF:Pounds per Lineal Foot TYP:Typical corresponding reduction in cement content.Any such concrete shall obtain at least the strength and minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside,or Conditioning Ply:Plywood UNO:Unless Otherwise specified outside of wall. GW:Gypsum shear wall PSL:Parallel Strand Lumber elsewhere durability characteristics as Standard Concrete listed above. Gyp:Gypsum wall board PSF:Pounds per Square Foot V or v:Shear(lbs)or unit shear(plf) Anchor Bolts. GLB:Glulam Beam PSI:Pounds per Square Inch respectively CONCRETE REINFORCING: I:Moment of Inertia PT:Pressure Treated with preservative W:Wall,full length Shear wall anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing shown IBC:International Building Code PW:Plywood or OSB shear wall WWF:Welded Wire Fabric Strength: Standard Footings,Stem walls, Slabs on Grade. Reinforcing bars(rebar)for standard footings, ICF:Insulated Concrete Form RC:Relative Compaction stem walls,and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the in the Plans but never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x .229"steel Plans. washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. LIMITED SCOPE OF CONSULTANT'S WORK: Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in Splicing,Bending.All reinforcing shall be spliced,detailed, bent,and supported in accordance with the previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at Consultant.The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., most recent ACI code adopted by the jurisdiction. the same spacing specified for wet set anchor bolts. doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." Welded Wire Fabric.Unless otherwise specified,welded wire fabric(WWF)shall be W2.9, 6"x6"(6 Ga.), Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single- ASTM A-185. Splice by lapping one mesh+2"all sides. corners and shall be fitted with 2"steel plate washers.Use either 1/2"diameter x 8"min embedment wet- family residence. CCI takes responsibility only for items specifically addressed in our drawings and Cover. Provide the following minimum cover: set,or 1/2"Titen HD with 4"min embedment. • calculations. Constructed items not specifically addressed herein shall be built per minimum code. . Footings and other unformed surfaces,distance from the bar to earth face...3" Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2"min concrete LOADS embedment,at 16" OC, unless otherwise shown . Formed surfaces in direct contact with earth 2" Following are the loads used for the subject design/analysis: Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, O Roof live: 20 psf. 0 Exterior wall dead: 10 psf Surfaces exposed to weather 1-1/2" Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.)Ledgers shall be attached with screws O Roof+ceiling dead: 15 psf O Interior wall dead: 7 psf For slabs on grade,center the reinforcement in the slab unless otherwise specified. or lag bolts per Callouts. All hardware and connectors shall be at least medium-duty corrosion-resistant . O Roof snow: 25 psf . O Seismic Factors: Ss= 1.1 S1=0.437 with galvanizing or similar. O Floor live: 40 psf 0 Seismic Des Category: "D" BOLTS AND DOWELS IN CURED CONCRETE: Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and/or soil,and when O Floor dead: 15psf O Wind Exposure 'C', 3-sec gust: 120 mph. General.This section shall apply to bolts and dowels installed in cured concrete using rotohammer directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal O Deck live: 60 psf 0 Assumed allowable soil bearing pressure: techniques.Minimum concrete embedment=4-inches unless otherwise specified.Minimum distance to any connectors(including nails,bolts, framing connectors,etc.)or structural steel members. O Deck dead: 10 psf. 2,000 psf. edge or end of concrete=3"from hole centerline unless otherwise specified. • In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, SINGLE PROJECT: Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. asphaltic-treated construction paper between wood and concrete. Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar,or similar). The calculations, drawings,notes, specifications, and/or tables prepared by CCI are valid only for the Blocking/Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or project indicated herein.These documents are not valid, are not applicable to,and shall not be used for any Washers.Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, •with blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top . other project at any other location. 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. Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer COMPETENT CONSTRUCTION PERSONNEL/SAFETY: post,column,or other concentrated loads through the floor to the supports beneath. Non-Epoxy Systems.Use Simpson Titen HD where shown in the Plans.These anchors may be used to Only competent personnel familiar with construction and safety practices germane to the project shown resist tension loads and shear loads. Install per manufacturer's recommendations. PRE-FABRICATED FRAMING CONNECTORS: herein should be employed to assemble and construct the work. _ Epoxy Systems. For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, • Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. with zinc plated,A307 'all-thread' bolts as shown in the sketches.For dowels,use ET-HP or SET high • provided that they are equivalent in their ability to carry all applied loads in all orientations. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the strength epoxy and rebar as specified on the Plans and Callouts.Drilling of holes and installation shall be in • Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's finished as-built condition of the structure and related systems. strict accordance with epoxy manufacturer's recommendation. recommendations and requirements. The load carrying capacity of the prefabricated item cannot be MATERIALS AND METHODS: CONVENTIONAL WOOD.FRAMING: guaranteed if this provision is not adhered to.Nails and screws which will be exposed to weather shall be Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is General Construction: Predrill all nail holes where required to avoid splitting.Connect all wood members galvanized or stainless steel. If installation risks cracking of wood,contact engineer for alternate nailing and the contractor's responsibility to ensure all field personnel understand and adhere to this. per the Plans and applicable building code.Where Structural Plans do not specifically address a structural /or alternate connector. TEMPORARY SUPPORT AND BRACING: element.,construct said element per minimum building code. 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 General. Provide adequate temporary support to all walls, roofs,beams, columns,and floors during Framing Material.All sawn framing lumber,not including beams,posts,and columns, shall be Spruce Pine splitting. Use length as specified in Plans but never less than required to ensure full strength. construction. Design of same is not included herein. Contractor or owner should check all temporary- Fir, Hem Fir, or Douglas Fir-Larch,Number 2 or better,unless otherwise shown.All sawn wood shall supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all have moisture content less than 25%. Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, temporary and/or permanent support systems. Studs. Studs in exterior walls shall bea single member(not spliced nor discontinuous)from horizontal and/or SD10 in lieu of 16d nails.These are provided in 1-1/2"and 2-1/2" lengths. Use the length FOOTINGS, FOUNDATIONS, SLABS ON GRADE: diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior necessary for full penetration into the member(s)connected. walls.) Use balloon framing at stairwells;openings in floor diaphragms,etc. Stud size,material,and PREFABRICATED WOOD PRODUCTS: Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends maximum length between diaphragms is shown in shear wall table. that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Prefabricated Trusses. Where shown on the plans,all prefabricated structural roofing members shall be Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the Beams and Posts. All sawn structural beams,headers,and posts shall be Doug Fir Larch No 2 or better, designed by a certified professional engineer.The prefabricated structural roofing designer shall provide to provision of soils data,which includes but is not limited to: allowable bearing capacity, liquefaction except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No.2 or better. the Contractor stamped design drawings with appropriate notes showing member sizes, forces,installation potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the Glulams,PSLs,LVLs,etc.shall be per Prefabricated Wood Products section below. procedures,blocking, bracing,etc. absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes Nails: Nails called out herein are"common"sizes, i.e. 16d, 12d, 1 Od, 8d. Smaller diameter,similar length Engineered Wood—General.These products must be provided, stored,and installed in accordance with no responsibility or liability for future settlement,or damage or injury due to earth movement or failure of nail gun nails maybe substituted provided 50%more nails are used.For example if 8, 16d are called out, manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying any kind. the number of similar length.131 diameter nail gun nails required is 8*1.5= 12.As another example if 16d capacity. Any nationally-recognized brand that meets the below specifications is acceptable. Structural Fill: "Structural Fill"shall be granular material conforming to local or state highway nails are called out at 4" spacing,the spacing of similar length,narrower nail gun nails shall be 4/1.5 =2.7". I-beam Composite Web/Flange Joist Products.The contractor shall install the I-Joist products complete specifications for imported road base or sub base; or use sand or other clean granular materials no larger Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall with web stiffeners and other blocking/bracing as shown on the Plans and/or as recommended by the than pea gravel. All structural fill must be compacted per the following section. Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. manufacturer. Compaction: Place all fill materials in lifts not exceeding 8-inches:Compact using mechanical(vibratory or All shear walls must be positively connected at top and bottom to diaphragms.Walls not specifically called PSL(Parallel Strand Lumber)and Versa-Lam. Use minimum 2.0E, 2,900 psi minimum allowable bending impact)methods. In paved areas and under structures,use structural backfill compacted to 95%relative out, or tabled"NS"are not intended as shear walls and shall be built per minimum code. stress. compaction. In non-paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, Sheathing. "PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall and organic matter,compacted to 92%relative compaction. Table, oriented either direction. "GW"walls are drywall shear walls,use per Shear Wall Table. LVL(Laminated Veneer Lumber). Use minimum 1.9E,2,600 psi minimum allowable bending stress. Where pipes enter and exit structures(distribution boxes, utility boxes, catch basins,manholes,etc.) use Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With"PW"and"GW" LSL(Laminated Strand Lumber). Members indicated as 1.5E shall have min., 1.5E modulus of elasticity structural fill around the structure. Carefully place and compact to 95% relative compaction under and walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. and 2,300 psi allowable bending stress. Members indicated as 1.3E shall have min., 1.3E modulus of around all pipes. elasticity and 1,700 psi min. allowable bending stress. Multiple Ply Members. Glue-Laminated Timbers.Unless otherwise noted,all glulam beams shall be 24F-V4 DF/DF. Any that span When roots,rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact per the above. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple continuously over one or more interior supports or are cantilevered,use 24F-V8 DF/DF.Use industrial ply king stud,trimmer,or header, connect all plies with 16d at 4"OC, staggered. appearance grade,unless visually exposed to interior living space use architectural appearance grade.All Foundations,Footings on Soil: All footings and foundations to bear on undisturbed existing soil or glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with structural fill. All organic and deleterious material beneath footings and foundations to be removed and Beams, Columns.Where more than one 2x,or LVL,or LSL is placed against another and used as a multiple replaced with structural fill. Bottom of footings to be below locally.prescribed frost zone, not less than 12". ply beam or column,connect all plies with glue and 2, 16d at 4" spacing, manufacturer's recommendations. Glue, Epoxy.Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days.Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. Epoxy used with wood dowels or drift pins shall be Simpson ET-HP,or other brand intended for wood use. Wood and dowel shall be clean and dry prior to epoxy installation. . Window and Door Openings. • Header.Use minimum size as called out on Plans.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 • Tim K. Garrison, P.E. 2316 Antone Way Anacortes,WA 98221 S2 of 2 Consulting Engineer TimG@TimKGarrison.com (360)708-1865 Structural Analysis: New Home at 4319 Oakes • ,E,�G,Alik Ave., Anacortes, WAS - . ',, 0 r ,, Client: Chris Felt Building Design:John Cawley , f Job Number:T 19040 �° E',fF°' `� Al.; 'f ', Date:May 15, 2019 luny, vat";.!!,,c' 1 FELT LIT : / IIRT JLAT PT4 N �0°2�' p, N 2°57'00" E /(1t,e \ \ i 1 ECTIIN N 2 2 5 R 1 E W® M® z ,., 1 /4 , 22 , 9 9 \ , aci (/) \ 9 . c -v, ��� -1., ,,,, EX. C3 TY9E1 0 �, P56562 �� Z 4 �I M = 148.54' o0 4317 OAKES AVE o I.E. = 145.94' c ` LOT 1 I P-\ / / "� BLA AF# w 0 �� / Py �E�E\� C �� ��� -� G OEX. SSMH cow,, 201702090059 ,� ' S q_ OF ,, EXIST. FENCE X X X o s \�\ P \ `� \v�� 77,' f 4ETA 'i NG UNDERGROUND GAS G 23,00' , P���0_ ��\o"\' cc C J \ �� ��\�� � 3 eP // S \ WL / POWER UGP LINE TABLE 2� ASSPNQo�P\'P -\� \' �n05 ��. .oW S \ 22 SEWER RY SS BEARING DISTANCE P�S�M�N� �,� F- FY CNP � \\2� 87 0 c \ SSTORM EWER SD 1 S 19°33'00" E 10.06' EP ,J��� a PF /, NEW 300 LF 6" 13 3 6 8 WATER S „ F- Q,• �� y W SS 'I !_ o 1 ��oQ� / ����° -`aP� � PVC SD MAIN II 'CC� ��` �''�� �) �� FZ� / �� `�� j /0 / Catch Basin ❑❑ P \v P�� \\,0 v° NJ2� M�J w .. C"J / � � �\ ., SS (-\�-\ �� ,\' Sanitary Sewer Mon Out 6 \Z \\ �J G(p Q' (3q0 •,' Vv $ -\- v i / F reSanitary Hydranter Man Hole V J \O-`)- V�� ��� ��r �� i \ Water Gate Valve M ��\�� „ �� 0 / C\2 1' Q� \ Water Meter ® i5� Lv / C 5ck3 w C\2 \�\� Ot . Ik SET3ACC°26 — 0 P 188679\ \ ' Sn �' c� w t. F��F� ; �j P� N 2°57'00" E \ Q „ 2� / 1 1 I CN w F, F .�� RE 9� ti '' �`S \A,S 2 \°1118'29' 1LOT10 \ '� / 4319 Oakes\\c \ \ w COVENANTS, CONDTONS AND RESTRCTIONS 13923 SF\ o / SET3ACK V \ I I a �' / ss Q c 5 P56562 lii , SEE AF 201612190147 \ \ o �\ ,r, ,' C'' Zi ��- \�\ / ��/ cpN CO o ,5 �\ \ U� 20 IDENTIFIES HEIGHT RESTRICTIONS AMONG OTHER \ `'\ - ■ Q �" �� P� / \S"\ SN o 0 4317 OAKES AVE \ \ i op 'e' / �� N�wp�( �,gpper\ �\ LOT 1 \ o r P 3 3 6 7 g PROPERTY RESTRICTIONS. \ LOT 2 �\ \ o `1\ '\ \ \ SNP��� 9L\S-\' BLA AF# F. EX. FIRE s 401 Oake• \-�� w )- \ W i SS ' \ \ d NEW 2' SD \ 0,910 SF \ / / 00, \ \ SF1 6 �, N 201702090059 \ , EASEMENT HYDRANT \ \ �* \ \� S\ \ o p.\ ` \ 40' OWR j \ \ / -�� S\pE5 \ 23.00' t \ '\ A \ v S \ \ o 0 �\ �\ 0 \�� IMPERVIOUS AREAS o M \ \ / r\ 0 A �� \ V �`� 1 I PROPOSED PAVED ROAD AREA = 3,050 SF �( \ S� \ \ L \ (2) HOME SITES COMBINED 6,260 SF EACH `� cJ \ �,3,0 SN'D �P 1 = 53 \ 011. \P FENCE \ �� •. 19 TOTAL IMPERVIOUS9,310 SF / G� \ '' FND CONCRETE ENCROACHMENT \ WPC tix`� � \ 0 \� , SF_-\\3 �9g Ct MON IN CASE \ \ �R\�lE / P _ 3 3 7 7co .4 \ \ \S RED , '' 1, 0 �� -1 0'0� ° 5 " �� "� \ \ \ \ \ �� XS SH GSS n ': EC � d P - `� 0 26 �- Pc �, n BOTH HOUSES WILL S a� co \\ \1 2 \ & o-P' \ . ; -(i ./ t: \ IF 48 \ IRT - 1 ,� � o� \ E�PR �w�� d a —� Io HAVE FIDE SPA \ KLERS • ® \ \- NOR g5* o, — / — '/— ( AF # 20 _ � 05020028 1 n ' I SET�AC �CS 8c EASEv E\TScg \I \ \ FcPP P\,S 1� 10 �F / ,6 \ `l' x\ 1 1- up , , N CD 0 �, 1ri e \ \ 3\\ 0��� , / • a �.� I LOT 1 I \ / a, \ 1 \ \\ , ���� % \ 4319 Oakes I m VA1 a .� J �� I \ Xx I' �o� N ' ,�� � � �°'., \� , '� o\ \Z \ . • °�sco \ 13,92aS 0 � ♦ NP o �, o, . 1 i\- 3\ / b \ 590 Sr 10 • a ROOF I c.r) cf, ♦ o�i ct ,4 co O \ P LOT 2 1 ��J I ►�� ���` ALAO O O c \ \ P 00�'� Cp�1 /e �I PROPOSED �, m _ 8 ,/ ,...„1" 6 \ \ QnP 518 01 Oake - . , �/0 \/ HOUSE a.> \ � On \ ,. \ a <. . a f / X EAGLE VIEW CT.(PR .. \ S\n 20 : k0 10 �F / \ //, �, P133676\ HOUSE jnj `� EXIST.\ \ EXISTING WATER/ WATERh L METERS FOR SST. SERVICE 4401 AND 4319 0�1� P��' °°� • _i_ \ \ I EX ST. // / QQ�� 1J� 41, ��`� r \ \ �/ GRASS LINES OAKES AVENUE G�z o� oP G ,� O k FND CONCRETE \ \ I $R � -- / �, — — n , o�```� , - o �. N IN CASE \- — 9 ° 50 , i \ k \ MO \ \ S� s , �� d� \ jusi - ° \ \ \�� 9 \� � SFORM ER/ ,8 — — --- Or si, V � \ \ \ \ \ 2� % 12� PRIVATE P '� \ \ \ \ \P12 % ° 6,59 UTILITY 20 SHARED ACCESS & v o�0- \ '/\ \ \ \ EXIST\NG \ \-- p 2 ESMT AF 201702240096 �� - \ Ct \ \ FIRE HYDRANT S 70°26'59' W S k' 1 �o4o°� / \ \ \ V A 17�74' ;\ HIDBEYCT. �. \ A °° • • �— \ --�111 \ P 40' \ �Pv —� O i ' • . S ° Q ACr \ \ \ /gPR / \ \ • 7-. ��G \-Ca \ i . Cs.) � � o � FN \-S , � � \ 0, °P 1 • Q V •41Ir\ — DPP \ �n \ • \ 000° 0� -\oPN -\ \ L - 7 o\?- \� Applicant Owner � 4 �� . %;* Chis Felt CC\ 19° \ \ \ 1 P _ 8867CiD \ \ \I I i 16839 Kamb Road V`� \ °�cJ ,\ \ �� \ 1/16TH CORNER 1 Mount Vernon, WA 98273 N� A;\C \ y \ 2� o \ 1 \ 360-661-4176 5 \ \ P12 \ = 10 \ \\ FND REBAR NO I F-C/cL) :4 j \ \ �` 1 \ \ CAP 0.50 EAST 1\:° \ \ \ \ ' \ \ \ OF LINE _ — \ \ \ \ Engineer & Surveyor ® • il \ ��� a, - — \ \ 1 — / 9 y �a \ \ > \ PLS I 4320 Whisale tle aLake d 'Road \ \ \ � /,\ , i 20,04' Anacortes, WA 98221 \ \\ \\ \\ / \''' %\-1 .. 0 V I C \ TY PLA\ 360-299-8804 2 ZO\ \G (RESIDENTIAL LOW DE\STY) GRAPHIC SCALE _ r 4 iccil NO.LegalDescription � I-IERRI � F„WA c TOTAL GROSS AREA I \CLUDING 1 /2 OF ADJACENT ROW g P y' `'� ` ' �� ti� ( IN FEET ) Lot 2 of Felt Oakes Avenue Boundary Line Adjustment, as shown on the Record of Survey recorded on I � ' ' ? ,Ito REV.: - 26 189 SF (0. 60 ACRES) 1 inch = 30 ft. �, February9 2017, under Auditor's File No. 201702090059, beingaportion of Lot 7 Block 1906 and Lots 5 �oT ,i' 2�So� y :\37, 1 JOB NO: 2017-132 ; F 'G' STEV J4 27807 - v AX I v U vl DENSITY 4 DU/AC E through 10, inclusive, Block 1907, BARING ADDITION TO ANACORTES, WASH, as per the plat, recorded in ��a� LANo S REG/STE -- �4, DATE: August 2020 MAXIMUM IMPERVIOUS SURFACE AREA Volume 2 of Plats, page 20, records of Skagit County, Washington. FSS�ONALENG SCALE: Noted 4 X 0. 60 = 2.4 UNITS Based on Storm Water Report rt """""""""""""""""""""" p 2 UNITS P 11-20-2020 11 -20-2020 DRAWN: D. HERRIGSTAD ROPOSED Total new impervious area allowed 9,310 square feet Situate in the City of Anacortes, County of Skagit, State of Washington. CHECK: D. HERRIGSTAD VI \ IMUN LOT SIZE 7,500 SF \ ovember 20 , 202C SHEET 1 1__OF_3_ \ \ / ��,`� 0 S� a' • ��9 EX. C3 TYPE1 z 4. 148.54� I.E. = 145.94' 11 � �� = EROSION CONTROL NOTES _,,�,,.� EXIST. ETA \ \G E E\ A. A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N C❑NTR❑L SUPERVIS❑R (ESC) IS REQUIRED. ���, THE ESC SUPERVISOR MUST HAVE ATTENDED A CERTIFIED EROSION AND SEDIMENTATION Py - ,; _ WALL FENCE x x x X CONTROL CALSS WITHIN 3-YEARS FROM TODAY'S DATE, MUST PROVIDE CERTIFICATION �� / ,\� G� J GAS a CARD. S �,;, �I� EX. S VI- UNDERGROUNDuGPo� y �, POWER B. THE CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R WILL OVERSEE AND cD PS� 40 LF 6 - C SD SANITARY BE RESP❑NSIBLE FOR ALL ER❑SI❑N C❑NTR❑L, THE FACILITIES SHALL BE INSPECTED DAILY ~ � \�� - SEWER SS AND MAINTAINED TO ENSURE PROPER FUNCTI❑NING, WRITTEN RECORDS SHALL BE KEPT co \\ / �� / TO EXI GCB STORM SD OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES a G� \ v3 / / `? SEWERDURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE QP S / �� WATER W DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN RECORDS SHALL BE TURNED INT❑ THE a+ 3 ' )'' 'I � ' Q�\ S MAIN PROJECT MANAGER OR INSPECT❑R ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED 71 �j 0� 50 0 :3 / �� Q y Catch Basin PROJECT MEETINGS. W C� / G� JU /\\P -� Sanitary Sewer Clean Out � Q' `� v Sanitary Sewer Man Hole / N' �N C. ER❑SI❑N CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS � C O \ Fire Hydrant A = ,--+ C1 Water Gate Valve PRI❑R TO ANY C❑NSTRUCTI❑N START. \�\cc \�O .\,`�/ / NEW 2 60 LF 6" \ Water Meter ® w \C 9, \ - D. THE ER❑SI❑N CONTROL SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE E-0 OQ� / , �� �'° �' SURR❑UNDING C❑NDITI❑NS AS NEEDED. DO O WC� JSCB TYPE1 HANDS DUG ALONG EXISTING - C4 �C `� E, PR❑VIDE A SIGN DISPLAYING A 24 H❑UR C❑NTACT NUMBER AND NAME ❑F THE ESC p� w �� v - ' P (/) SUPERVIS❑R. THE LETTER SIZE SHALL BE A MINIMUM OF 2-INCH LETTERS. THIS SHALL BE 0.; ,- / RIM-145.00 d F LINE IN PLACE PRI❑R TO C❑NSTRUCTI❑N START. REMEMBER, THE LOOK OF THE SIGN WILL BE A W Q� " - ' FENCE/PROPERTY REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT. ~ = 22 W / I.E. 8 OUT-143.0 `� *-C° �� " F. THESTORM DRAINSYSTEM TDITCHES SHALL AN A Y (SECTION - E4 AND EXISTING BE CLEANED DAILY (SEC I 7 x = f� �� y 5' TIE 8 PVC SD TO EXISTING 07,3), ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY ❑F O / Kc)i14.. w �, ` UNDER CONCRETE DRIVEWAY ANACORTES PRIOR TO THE ACCEPTANCE OF THE PROJECT. W O SAW CUT TRENCH G. STABILIZED C❑NSTRUCTI❑N ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING Q �, " i ❑F C❑NSTRUCTI❑N AND MAINTAINED DURING THE DURATI❑N ❑F THE PR❑JECT. ADDITI❑NAL 1 " DEEP/4 WIDEP / 3 3 6 / 9 c / �\\ 14,E 5� MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE C. " 4\ \ I KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. O / 10 AO-\CG H. ANY S❑ILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET 44 \� e \\ ��N m SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH -\SC' )'> SS cj�0� \N\'� Q Qom` I APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC C❑VERING, ETC.) S� S\N SIN ' ,\41(:) �P O I, TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED O rL � � d AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATI❑N FOR �� • THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE / / �� o AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT �� MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER T❑ PROTECT SURFACE WATERS, ADJACENT SS P 51111111111 PR❑PERTIES OR DRAINAGE FACILITIES. S'S) 15 C/") P 0 J. PENALTIES FOR AN ER❑SI❑N CONTROL VI❑LATI❑N ARE SUBJECT TO A $300 TO $1,000 FINE / �� Ln UNDER CHAPTER 17.66 - PENALTIES FOR VI❑LATI❑N (AMC). EACH DAY IS C❑NSIDERED Ct / 1 A DIFFERENT VIOLATION. �� / \ 3 LO O S F O CD i i 3 3 6 / 8 K. REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND (� cQ \ _ 1\\ �DSOILS ARE STABILIZED. FX ST. cA NEW 2' SD L. ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. �)/ R VEWAY. o EASEMENT M. THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE DURING CONSTRUCTION.r) (/) I � F In N\65 I up o � �\� BMP C105/C107160 SDCO ® p � � �\ BMP C233 a--� BMP T5.13: ?C36C36 :3,01 SILT FENCE �, POST-CONSTRUCTION SOIL 0 ") CONSTRUCTION '�� `� QUALITY AND DEPTH FOR ALL DISTURBED SOILS G� o \ ENTRANCE �� i BMP C233 �� 150 r 1 SILT FENCE ifyr` O \ BMP T5.10C CK _PERFORATED STUB ; _ , CB �� _ d-i \ OUT CONNECTION / / yriffeJailp—vevoir,'�0� ; ;�� I 9.1 ' 1 8/ a• _ BMP C240 9.1 X SEDIMENT \ FOR EACH HOUSE - TRAP AS NEEDED AND PLACED carc., - /Xs/ mo o O ROOF / ON FLAT GROUND. vp / 10 SF / /_____x_ f / g I CONNECTION I/ C / : a TO STOR I \ SYSTEM X�XS / / m ° i I I I M O��P \� \ °° \ i i I LO 1 I BMP C154 CONCRETE - --a CD I 0 ��E ROOF SC0 4319 Oakes I WASHOUT TUB ONNECTION i 13,9 3 SF I PROPOSED TO STORM ° I Applicant Owner 2 SYSTEM PROPOSED HOUSE SLOT 2 / \ 767 a a °° a Felt / a °a 1 SF"---- HOUSE I 16839 Kamb Road / ) 8 Mount Vernon, WA 98273 . r BMP C233 4401 Oakes CON(:';° SILT FENCE \ 10,910 SF °� :' .� / ROOF �I 360-661-4176Ct \ ° /. 3410 SF/ p / 3 % / 6 cir) ,\, ROOF a °a/ a �� 2590 SF lo \ / / V) Engineer & Surveyor CD 2� e da Dale Herrigstad PE, PLS czn 4 ©CID �2 \ \ \ / 4320 Whistle Lake Road P Anacortes, WA 98221 • \ / MP C103 HIGH BMP C123 COVER i /�j ��' / ISIBILITY FENCE 360-299-8804 �i STOCK PILES AND 10 / / / / n Gt STEEP SLOPES // � )1, o — — GRAPHIC SCALE SHEET N0. 3 '�� ° 20 0 10 20 40 80 HER - ---- ../' �'\� Y� / ' V ` of WAS�TC� BMP T5.13. P� �c, Clu2s_Rt2� POST—CONSTRUCTION SOIL7' �7 2q EV.: — \ P �- ASFORMEf _ _ IN FEET ) ,iQUALITY AND DEPTH FOR ALL / / / ` 1 inch = 20 ft. 1', 2 07 �/ JOB NO: 207132DISTURBED SOILS / D VATS 20 SHAES ACCESS\ / , T L TY ESVT AF 2017022L009 MAXIMUM IMPERVIOUS SURFACE AREA o,,FSSONALE ��� DATE: Aug 2020 SCALE: Noted Based on Storm Water Report S 7 0°2 6 'S 9" W p 8-26-2020 DRA>;nv: D. HERRIGSTAD 17 7� ' /, ' co Total new impervious e ry i o u s area allowed 9,310 square feet CHECK: D. HERRIGSTAD o P Auc ust 26 , 2C2C � 4" SHEET_2___OF_ _ w I= BMP C107: Construction Road/Parking Area Stabilization Figure 11-4.1.1 Stabilized Construction Entrance Purpose Stabilizing subdivision roads, parking areas, and other on-site vehicle Figure 11-4.1.7a Concrete Washout Area = transportation routes immediately after grading reduces erosion caused by construction traffic or runoff. NOT TO SCALE Conditions of'Use Roads or parking areas shall be stabilized wherever they are constructed, —.- 3m Minimum -•-- whether permanent or temporary, for use by construction traffic. • High 0 0 0 VisibilityFencing (see BMP C103) shall be installed, if necessary, to limit the — Lathandflagging y ( ) (� Il ) / on 3 sides Z access of vehicles to only those roads and parking areas that are stabilized. y Sandbag Design and • On areas that will receive asphalt as part of the project, install the first y �,,►� Installation lift as soon as possible. 1 0 _ 0 Berm Sandbag d `�° 10 mil plastic lining w a /1r/ Specifications •A 6-inch depth of 2- to 4-inch crushed rock, gravel base, or crushed Cko �X�s��r9 �,//Sr �'' surfacing base course shall be applied immediately after grading or utility Varies A g A ,�;...;% • installation. A 4-inch course of asphalt treated base (ATB) may also be used, o o �, �^ '� � 4 1m i CD r- ��r�� or the road/parking area may be paved. It may also be possible to use co .�►�''�f fti •�4�•4• cement or calcium chloride for soil stabilization. If cement or cement kiln dust O Berm CO rofil `f fsfs�s 01%;N is used for roadbase stabilization, pH monitoring and BMPs (BMPs C252 and ,�,�..e�-.-tr-.-i`�`..���..it I � �� 4 .-tL Lac g �,r� ,�-� 1,fw,1 It,I ,1 , 100'min. C253) are necessary to evaluate and minimize the effects on stormwater. If 0 — O 0 0 Section A-A C/D CD oglar +Y+rt� T+ t+ , 10 mil plastic lining ` 44 e-� c\.2 .- .,, - '°,�,0*".. ,1Z,1Sf: the area will not be used for permanent roads, parking areas, or structures, a Plan Notes: ♦Y..� . 14/ ' 1. Actual la out �� � SP;0ses s s6• 6-inch depth of hog fuel may also be used, but this is likely to require more e o +�;,,,��,,,,���,��r�,+�r�,��r�, determined in the field. .. �'��%'��'�%��• maintenance. Whenever possible, construction roads and parking areas shall Type "Below Grade" 2. A concrete washout CC Install driveway � a+t ittSci sign shall be installed culvert if there is a 11 �''d:'idrid tgc. be placed on a firm, compacted subgrade. ��f��s ftffft, within 10 m of the C/� roadside ditch present 4"-a„quarry --4r-;•- � **. •Temporary road gradients shall not exceed 15 percent. Roadways shall be 3m Minimum temporary concrete 1 = ^I spalls tei,ts,Ifs,� ffi washout facility. = w C\2 ir- -:,±,-,f- kmAe-t;t carefully graded to drain. Drainage ditches shall be provided on each side of `'=fss,Isfsrs�• - ,.f�,J..,�. .�,f..; �y the roadway in the case of a crowned section, or on one side in the case of a Wood frame ♦ fs .stsfss� _ �.�,�5�.,�..i .oei` super-elevated section. Drainage ditches shall be directed to a sediment B B securely fastened • • • .` .� • around entire . -.,�.. .,,��. �. .. control BMP. Geotextile �.-'si"�.' � � � ��+�il`+ .� +yi1`+i perimeter with two (]� c�.r"c �f�`rtast,fsls! • Rather than relying on ditches, it may also be possible to grade the road so that ►j' stakes �� ,� v* i' runoff sheet-flows into a heavily vegetated area with a well-developed topsoil. Varies :1 10 mil g -1 ► + w '' j�'" �\ Landscaped areas are not adequate. If this area has at least 50 feet of '� pl'ticl in �� = w .f! :X � / < Notes: 15'min. vegetation that water can flow through, then it is generally preferable to use 1. Driveway shall meet the vegetation to treat runoff, rather than a sediment pond or trap. The 50 feet Stake(typ.) ,� o the requirements of the 12"minimum thickness Section B-B permitting agency. shall not include wetlands or their buffers. If runoff is allowed to sheetflow ,� throughad acent ve etated areas it is vital to desi n the roadwa sand 10 mil plastic lining = C''J C;-- 2. It is recommended that Provide full width g g g y Two-stacked i Q the entrance be of ingress/egress parking areas so that no concentrated runoff is created. 2x12 rough Plan crowned so that runoff area • Storm drain inlets shall be protected to prevent sediment-laden water entering the wood frame r� drains off the pad. storm drain system (see BMP C220). Type "Above Grade" with Wood Planks r� Maintenance Inspect stabilized areas regularly, especially after large storm events. NOT TO SCALE 4 ftaiNIM Standards Crushed rock, gravel base, etc., shall be added as required to maintain a ftrWM Figure 11-4.1 .1 stable driving surface and to stabilize any areas that have eroded. Figure 11-4.1 .7a Stabilized Construction Entrance Following construction, these areas shall be restored to pre-construction Concrete Washout Area condition or better to prevent future erosion. DEPARTMENT OF Revised June DEPARTMENT OF Revised June 2015 Perform street cleaning at the end of each day or more often if necessary. ECOLOGY Please see http:llwww.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. State of Washington limitation of is i ity,and disclaimer. Ct C� 4 co C� 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington CY' Volume 11- Chapter 4 -Page 273 Volume II- Chapter 4 -Page 322 c C I E ct UD CID w Ct - moo Figure 11-4.2.12 Silt Fence Figure 11-4.2.16 Cross Section of Sediment Trap Figure 11-4.2.17 Sediment Trap Outlet l� ai z CD Joints in filter fabric shall be spliced at posts.Use staples,wire rings or equivalent to attach fabric to posts 2"x2"by 14 Ga.wire or equivalent, r 4 if standard strength fabric used iO�i .�i�Oi'i�i�i� iii�i�i�i'i�i�i�i�i�i�i�i'i�i� I• �\ . .f000 Ol_ ._—■• , 41 4 O 'i'0'►0��� �i'i4�i�0i�i�i�0i�i�i�i�i�i�i�i���i�00 000�., I--I \ � OOO��'Oi'Oi���OpOrO�� ��.. 'ON •-lON �ios■ — �OI' OOOOOOOOOOOOOOOOOOOOOOOA'000 �i•�,•,�.,i9� ,p,�,��,�•�,0,�•��,�,�0��0�p, ••• •O• • •• •••�,••0,•��iii. •• itO0 �so._ 0 ' p 0 � 4pritr ii_ ma /\\ '/I IK\��\\,\ \\ \\��\,\\�• _.,,\\_„\ /�',\ Surface area determined Min. -- rr rF at top of weir I I I 6 Min. Minimum I $'max I 1'Min. 1 I Overflow I l'[1 1 1-111. .:III—E1111'Min.depth overflow spillway I I I—i I—I IIIIIIII I I 4"x4"trench I I I u,_ _ _ _ _ 1'Min. i =I I=I 11=I I I�I m I I;II I I i i=I =III=III=III=III—III= Post spacing may be increased /� _ 1'Min. I I=I I I 2"x2"wood posts,steel 3.5'-5' to 8'if wire backing is used I/ 7fence posts,or quivalent q)� 1.5'Min. III — �l 11= Min. 1'depth 2"-4"rock Flat Bottom Y4•-1.5" =I11-III III II Ill Ili III=ll = Washed gravel Discharge to Native soil or —I 1 I=11 I—I I I I I�1 11 I=III—I 11—I I Min. 1'depth washed gravel 1.5" g compacted backfill g 2"x2"by 14 Ga.wire or equivalent, Note:Trap may be formed by berm or by Geotextile stabilized Geotextile conveyance, if standard strength fabric used partial or complete excavation. 2"-4"Rock outlet,or level 11 7 Rip Rap spreader CID \/ EN Filter fabric MI �jAA .I a V��\ MI MI 2'min CtEl MI El \�\\/\ •' Backfill trench with \��i�/\ GI native soil or%a" '_NA:i //A/,.\/\ \ \\\ 1.5"washed gravel \/1 2'mmV�jAAjAAj Minimum v VAVAA/V�A�/ W 1g - 1XX 1 � 4"x4"trench / 2"x2"wood posts,steel fence posts,or equivalent NOT TO SCALE NOT TO SCALE NOT TO SCALE This plan sheet is accepted for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the �r� r►� �r design with applicable laws is the sole responsibility of the Figure 11-4.2.12 Figure 11-4.2.16 Figure 11-4.2.17 professional engineer, whose name and stamp appear on this sheet. Silt Fence Cross Section of Sediment Trap Sediment Trap Outlet Acquiring, complying with, and providing mitigation for all Federal, State, County, and Local Laws, permits, and mandates, including but DEPARTMENT OF Revised October2014 DEPARTMENT OF Revised November2015 DEPARTMENT OF Revised November2015 not limited to the Endangered Species Act, Federal Wetland Permit, SHEET NO. ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wagovicopyrighthtmi vicopyright.htmlfor copyright notice including ECOLOGY State Department of Fisheries Hydraulics Permit, Federal Flood Plain y go g g permissions, Please see http:llwww.ecy.wa.gov/copyright.html for copyright notice including permissions, Permits, National Pollutant Discharge Elimination System Permits is C 3 State of Washington limitation of liability,and disclaimer. State of Washington limitation of liability,and disclaimer. State of Washington limitation ofliability,and disclaimer. the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not be construed as proof of �, HER compliance with applicable laws and permit requirements. REV.: — "oF WASNi�cC�� JOB NO: 2017-132 1) k�t �P ;j CITY ENGINEER DATE• DATE: August 2020 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington • / The acceptance will expire one year from the date SCALE: Noted noted above. 27807 DRAWN: D. HERRIGSTAD Volume II- Chapter 4 -Page 369 Volume II- Chapter4-Page 386 Volume II- Chapter4 -Page 387 -An ' CISTERE°G���w CHECK: D. HERRIGSTAD SS/ONAL EN Dcte Aug " st 3 , 2020 SHEET OF 8-3-2020 ____ ____