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HomeMy WebLinkAboutPermit File BLD-2021-0610 1509 Harbor View Court (2) EROSION CONTROL NOTES QFORcoDEco 1 1-) I U L b U A. A CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR (ESC) IS REQUIRED. Q SEDIENTATI .`,'' Ce"I Y ele {�, oO CONTROL CALSSVWITHIN 3SYEA SE ROMNTTODAY'S DATE.EMUSTOPIROVIDEDCERTIFICATIO ON vi 7 , ,,c CITY OF ANACORTES B. THE CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR WILL OVERSEE AND % 4 `S-CO O� ° �O BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED DAILY �F�Lonsse �� PLANNING AND BUILDING DEPT: AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES R=30.00 APPROVED PLANS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN RECORDS SHALL BE TURNED INTO THE C 1-4 „7"7„ L=29.71 ' REVIEWED FOR CODE COMPLIANCE PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED p D=56°44'31 " PERMIT #: BLD-2021-0610 PROJECT MEETINGS. ADDRESS: 1509 HAR OR VIEW CT C. EROSION CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS _ r PRIOR TO ANY CONSTRUCTION START. W / APPROVED BY: 721,f D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET THE / \ SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT SURROUNDING CONDITIONS AS NEEDED. o 401( \ cnHC - \ D BE ALTERED WITHOUT AUTHORIZA ON. - --\- _ _ 1505 HAR30R VIEW E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESC 00 \` COURT Ioo INU PLACEOR.PRIORETOETTER SIZE CONSTRUCTIONLL BE STARTAREMEMBER, THE LOOK OF THE SIGN WIL MINIMUM OF 2-INCH LETTERS. THIS L BEA 010J1110111' ...._ 1Mi. \ I n X X X X REFLECTION OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT. FENCE w ,_ • II \ c) F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7- p., \ � \ \ UNDERGROUND 07.3). ALL DRAINAGE UGP ANACORTES PRIOR TO THEEACCEP ANCEMS SHALL BE OF THEEPROJECTD TO E ACCEPTANCE OF THE CITY OF \\ \ ER POW w G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING �1., O B TYPE1 _ �_ _ \ \ SANITARY OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE PROJECT. ADDITIONAL A RIM-131 .15' ` \ \ 0 SS MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE Q G� \ \ SEWER KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. N I.E.=1 !.' : \ \\ \\ BMP C105/C107 STORM H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET C ,� iii CONSTRUCTION ENTRANCEJ cfl SEWED SD SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH BMP C220 �/� 1 APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) 30' PRIVATE \ 1 CRUSHED ROCK BASEF4 DRAIN INL \ �� I WATER _ I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED ~ = PROTECTIOOAD EX 0 6 PVC SD SID BMP T5.10C W AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATION FOR �j Cr)C� BMP C233 VAIN = w-' WSDOT UT LITY I I 10' PERFORATED STUB OUT THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE Ix 6 SS SID SILT FENCE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE ram, p DETAIL ASEME\T I SEE DETAIL Catch 3asin AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT '�! w O I-40.20-Oo ®11 Sanitary Sewer Clean Out MANAGER CAN REQUIRE ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT C� yy �•,M ® 0 - X ° X, - SanitarySewer Ivan Hoe OO PROPERTIES OR DRAINAGE FACILITIES. ,�, Q IE11 / �- �6 12' S88 48 21 E 199.43' , Water Neter ® J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO $1,000 FINE Cr) 20' max curb cut _ UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION (AMC). EACH DAY IS CONSIDERED ///77/ ca_ i DRIVEWAY PATIOS 42.6 A DIFFERENT VIOLATION. 4.4 C) 1 i 1 ,09 SF / REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE Provide trench drain, / / N5 , STABILIZED. tied to storm drain at I ,1I base of driveway to I �I \ \i ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. x divert water from BMP C2.40 TEMP. BMP C154\ �( BMP C123 THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE w DURING CONSTRUCTION. entering Harbor view SEDIMENT TRAP I I CONCRETE \ ( TEMPORARY SOIL STOCKPILE ct. 8' X 8' SURFACE! I WASH-OUT HO / . AREA ABOVE I I AR =2031 SF d- LOCATION. COVER WITH / / OVERFLOW I BMP C233 N STRAW OR VISQUEEN x „I SILT FENCE . / / SEE DETAIL ,�_�_ 1a.) I 1 1 1 SIDEWALK I BMP C103 HIGH 9520 � 4� , "ci / / I 1 AND BECK f'--��' VISIBILITY FENCE 4611 •PI 4602 �� 9506 9901 4403 S,�/�` I I I I 141 S F I /1 7 0 ---�... ::Co � •., � 451] 4515 / 1 1 11J\ �.. 9608\ \ 9510 O ! r- / \ 9519 \ / •r, �, f7 / 1 / iC: / / 9603 4512 4610 �� / 4500 � I /V��L) ��r� 1118� -) • V / ��O ' COVERED DECK I �T / . \� I I ;' ; I 328 SF �� I 9612 40111* // 95169502i"- 96134518 9506 71.) cf) l�^!r'• 4520 / U4508 ' CO 509 �///+++ ��yq` •� � p 9619 9600 / � �" 3\. / \ I I B I I P 15.1 3 4616 '5 \/ 9514 O_\;O°V45074 CL) v` p �. _ �3 4520 9518 ��� 4511 )� • .! Q COST-CONSTRUCTION25 275 SF 4618 4513 cd / SOIL QUALITY AND 9 4517 `° � O a � o �J• 07 , i / 32.7' -0 `4620 I . 4519 O / �V / , DEPTH ON ALL9609 602 \A��' O �� �...� 1, , - - DISTURBED SOILS 9W6 � �///� �.; F ` 9630 ``l�;I 4907 I >> / \ IlS9O0OOOE 143.02 �A,,•� 614 • , 4603 9661 1°,ivy •• o a 9618 ® p 4718 ♦ ' >60, • i 4504 4502 uTW 47ao ct � 9611 70 AREAS 1309 1311 1313 1315 9805 .'' 4501 ,/ • ��� LOT AREA = 25,275 SF 4911 4615 4506 ROOF AREA = 2,359 SF 4619 Ono 9701 4503 Ct 3170 1 9808 9716 4600 • 4505DRIVEWAY AND SIDEWALKS =1 ,237 SF 1319 6747a3 . �ATOTAL IMPERVIOUS = 3,596 SF o�� 1401- 9903 4606 4604 / // ,.,� = ,-I - 4601 _,LJ9819 47::/'''''7'' hz- \ 9715 Qk.• 4603 O .GRAPHIC SCALE46°6tl 4815 4811 4809 480] 4803 9719 _` � 1403 4610 ♦'O 20 0 10 20 40 80 / �p. 4605 1405 -- - - - - _ /•�4-. 4612 P 4500 G V 4708 4607 4820 • +` ✓ ..7 / . OP� 4706 \• 4609 4502 • 4503 ( IN FEET ) 1 inch = 20 ft. �154813 4902 • 4817 SITE 4704 4611 4504 . 4505 • 4901 4819 • 4602 4507 4702 4700 4903 • '� 4509 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it 4907 4905 ' / 9604 0 will service. 4909 `Q 4. 4606 45n J / ,. /V �� / 4603 O f 1 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). CONSTRUCTION STANDARDS J� 4605 G `� 3 The retrieval system must allow removal of the BIGD without spilling the �� 4608 45°6 collected material. ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED TO THE CURRENT WSDOT SPECIFICATION AND 4800 �Q� 4607 Perform maintenance in accordance with Standard Specification 8-01.3(15). CURRENT CITY OF ANACORTES ENGINEERING STANDARDS. •P 4610 ° 0 4508 / 4. 4609 O O 4510 4503 0 4612 �. 0 4512 5" MAX. SOIL AMENDMENT NOTE 4802 4805 • 4611 0 4505 4514 • 4700 4507 DRAINAGE GRATE TRIM 4809 4811 BMP T5.13: POST CONSTRUCTION SOIL QUALITY AND DEPTH. ��� 0 46°° • 4509 GRATE FRAME SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATION ON PROVIDING SOIL AMENDMENTS FOR ALL DISTURBED Ad i-- SOILS OUT SIDE OF IMPERVIOUS AREA AROUND BUILDING AND PAVED AREAS. II di DRAINAGE GRATE ° RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRISm. ICI \ TYil OVERFLOW BYPASS - .4 - _ \ OT TO SCALE c ct ,`fir i �'�� r J i i ° BELOW INLET GRATE DEVICE // < I 1- ' r 4 41 • V mi. PIVP - FILTERED This plan sheet is accepted for construction in accordance with the WATER HER, City of Anacortes ordinances and policies. Actual conformance of the SHEET NO. \ ilite-t1 CONSTRUCTION SCHEDULE �,\o, 's designapplicableresponsibility was C with laws is the sole res onsibilit of the P cT professional engineer, whose name and stamp appear on this sheet. 0 r• 0 � Acquiring, complying with, and providing mitigation for all Federal, 1. Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility Construciton Fence State, County, and Local Laws, permits, and mandates, including but o C 1 ' ` , o ' BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) and catch basin sock inserts. 1 °`1 not limited to the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain REV.: - • 2. Install BMP C154, Concrete Washout Basin. 27807 p y 3. Install BMP C240, Sediment Trap as required. p�� �EcisTERE° �<"/ Permits, National Pollutant Discharge Elimination System Permits is JOB NO: 2021-102 L. o w 4. Excavation of foundation. Fss/ONAL -- C' The issuancethe u responsibility thist permit Developer,he hall not Landowner, w construed theirasproof of Engineer. ' ' STORM DRAIN INLET 5. Install footings, foundation and utilities. DATE: July 2021 compliance with applicable laws and permit requirements. 6. Backfill foundation and add additional BMP's to minimize Sediment transfer and erosion. SCALE: Noted PROTECTION ISOMETRIC VIEW 7. Install dispersion trench. Protect infiltration trench from sediment until site is stabilized. July 12, 2021 DRAWN: D. HERRIGSTAD STANDARD PLAN 1-40.20-00 8. Construct home with gutters and connect to dispersion trench. SECTION VIEW9. Connect to driveway as soon as concrete pavement is in place. CITY ENGINEER DATE CHECK: D. HERRIGSTAD NOT TO SCALE 10. Installation of BMP T5.13 Post Construciton Soils and landscaping. The acceptance will expire one year from the date noted above. 1 SHEET_1_OF_ _ w E- �OOg CODE c0A �� 1TYO e? m l Figure 11-4.1.1 Stabilized Construction Entrance Figure II-4.1.7a Concrete Washout Area area. G BMP C107: Construction Road/Parking Area Stabilization ,,pc„ 1891 rs, ? ,4CW �o Figure 111-3.1.8 Perforated Stub-Out Connection �TOFIELD.,' Purpose NOT TO SCALE 3m Minimum + Stabilizingsubdivision roads, arkin areas, and other on-site vehicle transportation Q ° o o Z parking p Lath and flagging Z routes immediately after grading reduces erosion caused by construction traffic or runoff. E t ) O ) ) O on 3 sides C)Y Y � Sandbag CID Conditions of Use ^ Q _ o Berm Sandbag random fill w (24 Road 0.1. Roads or parking areas shall be stabilized wherever they are constructed, whether per- �- -{✓' 10 mil plastic lining eX�s�r9 so- •k manent or temporary, for use by construction traffic. Varies 0 A O A -710 ���� 6" filter fabric CD al���p; • • High Visibility Fencing (see BMP C103: High Visibility Fence (p.269)) shall be :31‹ 1 m i0" Y*tY-''�r �. ���� ^!►r� �• 4"perf pipe 00 -• • • • • • ��•� `•..a` .... 7 #041, 14114_01; ; installed, if necessary, to limit the access of vehicles to only those roads and park- Berm ,s"min. k.,•, 4 �11:41 I _ t _ 1 h"-/4"washed rock �//-�-j�,�^-�.•�^•��•�.-� ing areas that are stabilized. � /� � �� •,� •� t�-:� � �► • �• • �', �► w.•.. ►••• • ram..:. 7 3 'I// � ''INIP,f�' .✓•�`t��t�;* 100'min. o O O 10 milplastic liningSection A-A j;_ re`re, �+�`��,`l `� 001 ` �\" %-r�,-�,- ,- Design and Installation Specifications ,!�..:_ . .,_. !1 , ..i .. .. �. �. . o •►�d'�°'�°'�°'�'�^ Plan Notes: I �1 •4-4, 0" Y-_Y- 4. 1. Actual layout I 24"min. I CD Ni.,'RtOSO' P'l1 • On areas that will receive asphalt as part of the project, install the first lift as soon I determined in the field. Q C''J �� • • Type "Below Grade" �...�•.,:•.•.•.�•� 2. A concrete washout Install driveway � ����� ����� as possible. sign shall be installed � a 0 culvert if there is a ;: ,,• t ^• • ,. `--1 ��v���������r. within 10 m of the roadside ditch present 4"-8"quarry � ,. �� • A 6-inch of 2- to 4-inch crushed rock, gravel base, or crushed surfaci n base 3m Minimum temporary concrete C5 = spalls g;At004Ikti i depthg Trench X-Section . -•-•-•-•-, washout facility. 10,10.101010a6. �= .10101 a6. course shall be applied immediately after grading or utility installation. A 4-inch �, 00 • •-•-•-•-.!0. course of asphalt treated base (ATB) may also be used, or the road/parking area Wood frame •�`- •-•-•-•- may be paved. It may also be possible to use cement or calcium chloride for soil BII B securely fastened Geotextile y•• • • • • around entire A-i �������������^ slope y �' o--0-5-,•0-4-• stabilization. If cement or cement kiln dust is used for roadbase stabilization, pH perimeter with two +���.=�=0.,94 i' stakes1014,- w •`,-;.�-tii- - monitoring and BMPs (BMP C252: High pH Neutralization Using CO2 (p.409) and Varies `� 10 mil tor°ad :1140 BMP C253: pH Control for High pH Water(p.412))are necessary to evaluate and plastic lining ,r, �,.� Its_ �� drainage system r (x . .7'i4.; r c 15'min. minimize the effects on stormwater. If the area will not be used for permanent o Notes: roads, parking areas, or structures, a 6-inch depth of hog fuel may also be used, Stake(typ.) _ w o 1. Driveway shall meet A \ / the requirements of the 12"minimum thickness �/ Section B-B 2'x 10' `' Get Z permitting agency. \ but this is likely to require more maintenance. Whenever possible, construction / C� roads and parking areas shall be placed on a firm, compacted subgrade. 10 mil plastic lining level trench Q d' 2. It is recommended that Provide full width Two-stacked the entrance be of ingress/egress 2x12 rough Plan crowned so that runoff area • Temporary road gradients shall not exceed 15 percent. Roadways shall be care- wood frame drains off the pad. fully graded to drain. Drainage ditches shall be provided on each side of the road- Type "Above Grade" with Wood Planks way in the case of a crowned section, or on one side in the case of a super- NOT TO SCALE Plan View of Roof 1•rNM elevated section. Drainage ditches shall be directed to a sediment control BMP. rrNM NOT TO SCALE Figure 11-4.1 .1 • Rather than relying on ditches, it may also be possible to grade the road so that run- Figure II-4.1 .7a NM Stabilized Construction Entrance off sheet-flows into a heavily vegetated area with a well-developed topsoil. Land- Concrete Washout Area r'" Figure III-3.1 .8 DEPARTMENT OF Revised June 2015 scaped areas are not adequate. If this area has at least 50 feet of vegetation that DEPARTMENT OF Revised June 2015 ECOLOGY water can flow through, then it is generally preferable to use the vegetation to treat ECOLOGY Perforated Stub-Out Connection Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copynghthtml for copyright notice including permissions, D E P A R T M E NTO F Revised December 2015 State of Washington limitation of liability,and disclaimer. runoff, rather than a sediment pond or trap. The 50 feet shall not include wetlands State of Washington limitation of liability,and disclaimer. ECOLOGY or their buffers. If runoff is allowed to sheetflow through adjacent vegetated areas, it Please see http://www.ecy.wa.gov/copyrighthtmiforcopyright notice including permissions, State of Washington limitation of liability,and disclaimer. 5.� is vital to design the roadways and parking areas so that no concentrated runoff is at created. 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington eo Volume 11- Chapter 4 -Page 273 Volume II Chapter 4 Page 277 Volume II- Chapter 4 -Page 322 Volume III- Chapter 3-Page 466 -— o GI o • F -4 Sy M aa � 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 t 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, if standard strength fabric used Ct I ii� ••• ••``.��•`®i�004�Jii0`i`�`i`Oi`OOi`i'OO••+•NIN�■ .IN ••pp �pp�������i��®���ppp��e►p�i`i`i`i`i�i`i`Oi`i0* u u ■fr % % i`���i` ®i`i`�ii�'4� ��� D �i44= '1 IF .`p`1 , i • Oi1044W1 a /471 k\/ 17177 r r Surface area determined 4'Min. I I l at top of weir ..,,ter,,._ I-r 6'Min. "`i Minimum r 6'max I 1T'Min.-I Overflow 4"x4"trench I _ 1'Min. I I—I V I I l l-1 11—1 I EI I l— 1'Min.depth overflow spillway I I In 1 In I�I I I—I I I—I I I a i I=1 1=1 I I�I l=1 I I—II I I I-1 l 1=1 I l=1 I l=l I l�I I I k Post spacing may be increased 'rL •1'Min. I ,A': . .: : ::-: : . . . •: .. 1 2"x2"wood posts,steel 3.5'-5' �� to 8'if wire backing is used 2i7 I I I�- fence posts,or equivalent o*f 1.5'Min. I _� Min. 1'depth 2"-4"rockC Flat Bottom =1 I El I IE I El I —III—I 1 El 11-1 1 El l l= /'' 1.5" Native soil or 1 11=1 11=1 I I I EI I I 11=1 11=1 11=1 I Min. 1'depth/4' -1.5" Washed gravel Discharge to compacted backfill washed gravel 2"x2"by 14 Ga.wire or equivalent, Note:Trap may be formed by berm or by Geotextile stabilized Geotextile if standard strength fabric used partial or complete excavation. conveyance, 9 p 2"-4"Rock outlet,or level \\ R� Rip Rap spreader \\ Filter fabric MI El �, HERR //�� •\\//\ ii 2'min u•C DF WASH, Li V/,\ \ •1 �- d /V /A �1 t. Backfill trench with \/�i\/\ , »m" --Y3 1 1 native soil or 3/4•- ..i:: • 1.5"washed ravel •a ''! \�\\\\/\ \ �' 27807 an g Minimum \��?�"\���\ j\/� �i./' o�F-sioNAL G\��� l 4"x4"trench i ' a 1 2"x2"wood posts,steel Ct fence posts,or equivalent NOT TO SCALE NOT TO SCALE NOT TO SCALE July 12, 2021 C I 1r`bWM 11-4.2.12 �� Figure 11-4.2.16 �r� FigureFigure 11-4.2.17 g9 = 691 Silt Fence Cross Section of Sediment Trap Sediment Trap Outlet DEPARTMENT OF Revised October 2014 DEPARTMENT OF Revised November2015 DEPARTMENT OF Revised November 2015 SHEET NO. ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see http:Uwww.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wa.gov/copyrighthtml for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. State of Washington limitation of liability,and disclaimer. C 2 State of Washington limitation of liability,and disclaimer. REV.: - JOB NO: 2021-102 DATE: July 2021 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington SCALE: Noted Volume 11- Chapter 4 - Page 369 Volume 11- Chapter 4 -Page 386 Volume 11- Chapter 4 -Page 387 DRAWN: D. HERRIGSTAD CHECK: D. HERRIGSTAD SHEET OF REVISIONS BY O4Dg CODE CoA ,. APPROVED RESIDENTIAL SPRINKLER L-= G1��' {7't SYSTEM PER NFPA 13D REQUIRED, m PRIOR TO FRAMING INSPECTION PTO FIELD 11-'Sec / 65'-62' / / 7'-02 2' / / / / / /14'-1 ' 2'-3i" 12'-7" 7'-32" 14'-101" 7'-4" / / 4'-11" 2'-12' / 7'-04' / 7'-04" / / 3'-8" / 3'-8" / 5-0x5-0 \ \ )1—I I fly \ \ Fr.) N O \ V J1 \ 3 0x6-� I BEDROOM 1 1 3'-2"x1 1'-0" 10' CLG o R314Smoke Detector - hardwired and R-2 + R-4 inter-connected with _ \ \ NI Continuous �'" battery back up. o b liftlift Z insulation required o� T O O �a O I— at all exterior walls. \ 2-6x6-8 2-6x6-8 B HROOM i� \ - 8' 8"x5' 0" Z FUTURE r.) I =�M Q ® 10 CLG CHASE \ x ,'1(., ELEVATOR ATO R� o cg I ' rn 6'-10"x4'-6" Lo N t - BATH r- (/) Q o - LLI C . o te \ ILG I 3-0x6-8 'v 2-6x6-8 r (11 Cr \ 11'O2 / 9' 5" X 4' X 7'-12' X 4' 5'-22 /-2,_61" �, O \ x o C^ °' BONUS ROO 8 HALL M VJ D 10' CLG 10' CLG LO o CD M Z 7'-42" / 6'22" / 2'32" / 4'-11" ,fi" 2-6x6-6 I� O ` KITCHEN , C — — —\\- - - - \ O CC ry \ 5 ox6 8 C° 14'o" J I 1 f 0 16' 8"x14' o" / CO O LL °° \ x I =N r "' 10' CLG �o M _ � 1 N I `7 .IN `J { = ) 1 Cr \ N\ ) 11 ) \ \ C. .LfN En 2-6x6-6 5-0x6-6 2-6x6-6 c9 Zo I DW LIIj1 ICC .1- / 2'22' / 4'6° / 6° / M s'92' It_t _ _J NOOK 00 _ 9 Q / 20'o° OFFICE 7'-4"x10'-6" X 12' 10"x11' 6" r r 10' CLG \ \ J R315 Carbon 10 CLG _ Monoxide Alarms - M - �"9 Co2'-12' a`', M i within immediate / / 'v REF. - UPC 807.3 Air gap at dishwasher. vicinity of bedrooms N UPC 909 Island sink venting to meet \ and inside bedrooms \ ~_ _'\ 10' CLG. UPC 909. w/ fireplaces. -= 12' CLG. \ \ N lv - � co - \ \ \ <- co \jai Y.' I `" X _ - � I I I — - �\ \ .1 ENTRY 71- 10' CLG I LIVING ROOM E.'I N 20'-0"x14'-6" ��" 9-1© DINING ROOM 12' CLG `� X - N \ 15' 0"x12' 6" r r 10' CLG I 1 v - col V 1 o NI N d\ \ \ 2-6x6-6 5-0x6-6 2-6x6-6 3-6x8-0 2-6x6-6 5-0x6-6 2-6x6-6 0 / 12'-0" / J Q CL.N 1 1 _ _ _ _ _ _ _ _ _ — o / 2'-2 2 / 4'-6" / 4'-6" / 9'-3" / 4'-62" / 5'-112' / 4'-6" 4'-6" / 5'-114" / 11.1 O U c( .CO ...1/ 17'-102' / 25' I / 20'-11" 2'-0T9i Q o Z 1,_, / 65'-62" / IC Z 50 CFM EXHAUST FAN ( , Ln i (71; ® VENTED TO THE EXTERIOR 1st FLOOR SQ. FT. = 2049 V 0 Et N. © SMOKE/CO DETECTOR 2nd FLOOR SQ. FT. = 1126 BASEMENT SQ. FT. = 1408 TOTAL SQ. FT. = 4583 1 1 OZ IW 0 FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" ^''i• iigl- REV/SED 07/26/21 DATE JUNE 2021 _,IS 13,14 SCALE wasytieF AS SHOWN p DRAWN ,.t 2 PB ' � ••' �ct r JOB 21-146A �i SHEET igfO RFGISTERE� \? SS/CNALEN� AI EXPIRES: 10/06/21 OF 1 1 SHEETS REVISIONS BY <,,.° -4„ \---\--c, CODE _ Table R406.3(continued) y � °�,, Energy Credits �s9� `Y r 5. Efficient Water Heating Options �' 2 O : Credit(s) 43'4" v / / G� 4CQg �`° from items 5.2 through 5.6 may be selected in this category. Item 5.1 may be i Description . m Option p .1 All other Group R_2 / T-01/2" / 14'-11/2" / 2'-31/2"/ 12'-7" / T-31/2" / ��TOFrELn��Se combined with any option. N� � 447oz 1. -e O1.CODE Ec°M, g Envelope Options °ems 4Co �� Energy Credits • Or �� c O 9 ems 1.1 through 1.7 may be selected in this category. �CF,ELD1. Credit(s) Cod �� m nductive UA targets is demonstrated using Section R402.1.4,Total UA Lption Description _ 1 All other I Group R-2 alt �, .c -p _ - - - ) - required action ro osed UA/Target UA))>the re aired /°UA red - ." - Y N°o `4COR� `oe ompi+ance is based on Table R402.1.1 with ._�� �TD FIELD R35C \ \ \ \ / IWater heating system shall include one of the following: �., ..,,,b Modifications: ° • ° / Electric heat pump water heater meeting the standards vertical fenestration U =0.25 . . ° ° - for Tier I of NEEA's advanced water heating specification Stairways: 36"min. wide, 6'8"min. �? �? o . ° headroom at all parts of stairway& N N or Floors R 38 1 1 landings. \ \ For R-2 Occupancy, electric heat pump water heater(s), 1.4 Basement wall R-21 int plus R-5 ci Risers 7 3/d' Max, Runs 10" Min meeting the standards for Tier I of NEEA's advanced• Slab on grade R-10 perimeter and under entire slab 5.4 (nosing to nosing), cannot vary more 1.5 • 2 or water heating specification, shall supply domestic hot Below grade slab R-10 perimeter and under entire slab \ . the 3/8"from smallest to largest I . (R311.7.5.3 for nosing configuration ` water to all units. If one water heater is serving more requirements). than one dwelling unit, all hot water supply and Compliance based on Section R402.1.4: Reduce the recirculation piping shall be insulated with R-8 pipe _ . Total conductive UA by 15%. Handrails per IRC-34"to 38" in "' insulation. Leakageheight, continuous. (R311.7.7.3 grip 2. Air Control and Efficient Ventilation Options • size requirements). To qualify to claim this credit,the building permit only one option from items 2.1 through 2.4 may be selected in this category. , drawings shall specify the option being selected and ' Energy Credits shall specify the water heater equipment type a,d the I Credits) \ Option Description \ Enclosed accessible space under o minimum equipment efficien All other Group R-2 cY Separation: GAR/SFR'/2'GWB; N stairs to be protected with%-inch ,/3,L_�/•)r.i >> li�-/r /TC 6-,o (. .I-- 2.2 1 j 1.5 M GAR/habitable above 5/8"type X ' >\ . gypsum board. `' AA,is v�•f-Tr 0 2_7Y12 o je v ) / l� •� Comn+�=nce based on R402.4.1.2: GWB @lid &%" GWB @walls& I{ ! U�'�'�t r ! 1 ,`c / supporting members. 7. Appliance Package Option Maximum at 50 Pascals n - I or � R315 Carbon Provide 50 cfm ventC1103 For R-Z Occupancies,optional compliance based on o Monoxide Alarm All of the following appliances shall be new and installed Section R402.4.1.2: Reduce the tested air leakage to fans at bathrooms, - _ �- -- rn in the dwelling unit and shall meet the following 0.25 cfm/ft2 maximum at 50 Pascals . typical. EE -- cv standards: -and • \ All whole house ventilation requirements as determined , 0 .% FURN �f \\\ L' 3-0x6-8 \ -by Section Section M1507.3 of the International Residential \ \ - Code or Section 403.8 of the International Mechanical ZI 2-6x6-8 I 3-Ox6-8 r �°' Iftlftlim O • i Code shall be met with heat recovery ventilation / I , O 7.1 �_ 0.5 1.5 system with minimum sensible heat recovery efficiency `7'To quaury to claim this credit,the building permit of 0.65. v I 7 I 4'-52" T-12" 4'-52" / T-32" / M En drawings shall specify the option being selected and I To qualify to claim this credit,the building permit i I 2 shall show the appliance type and provide drawings shall specify the option being selected and - " 1 q o I Doors: 1-3/84/ "thick solid wood or shall specify the maximum tested building air leakage I \ rn I 7 I "' 20-minute fire-rated or approved 3-Ox6-8 + \ z documentation of Energy Star compliance. At the time _ 1 of inspection,all appliances shall be installed and and shall show the heat recovery ventilation system. °' I / \ I alternative, w/self closing device. I connected to utilities. Dryer ducts and exterior dryer Table R406.3(continued) _ CO I "J 1 vent caps are not permitted to be installed in the Energy Credits ,t 'v i I rn dwellingunit. Credit(s) I 7 i \ HW M • J - . `'? U.,J Option Description All other Group R 2 r \ \ lir NI \ 3 Ox6 8 Table R406.2 3. High Efficiency HVAC Equipment Options 12-0x8-0 • \ .. cr Fuel Normalization Credits Only one option from items 3.1 through 3.6 may be selected in this category. - / 6 3 / Hot Water Tank: Seismic straps at 4' 3" 12' 0" 0 3' 9" upper and lower 1/3's of tank; W O I i Credits � / / ° Cr System Type Description of Primary Heating Source All other Group R 2 Pressure Relief Valve to outside; Water Tight Pan to outside; 18"from L O • Combustion heating equipment meeting minimum / ignition source to finished floor in O 1_ • 1 federal efficiency standards for the equipment listed in 0 0 \ garages; Combustion air for gas, CC• \ / I propane&non direct vent; J Table C403.3.2(4) or C403.3.2(5) Q:)° / Star rated U.S. North)Gas or propane furnace \ / I O LL 1 For aniinitial heating system using a heat pump that • 1 for the equipment listed in Table I with mini FUE of 95% \ // I meets federal standards or \ I - J • 2 1 C403.3.2(1) or C403.3.2(2) or Air to water heat pump 1 1 r 1:::( 4C Energy Star rated (U.S. Nort r pr oiler 1 1 \ / ° units that are configured to provide both heating and 3.1 with minimum AFUE of 90%. / III \ P in accordance with AHRI 550/590 I cC Z o claim edit,the building perm cooling and ar_ rated + • To qualify t drawin pecify the option being selected and \ / / Separation: GAR/SFR'/z"GWB; . I Z 'C For heating system based on electric resistance only 1 1 1 1 specify the heating equipment type and the o o, • minimum equipment efficiency. I GAR/habitable above 5/8"type X N GWB@lid &IA"GWB@walls& N © / I supporting members. / \• I • 3.2a Air-source centrally ducted heat pump with minimum HSPF of 9.5. 1.0 / \ / \ I To qualify to claim this credit, the building permit drawings shall specify the 1 \ option being selected and shall specify the heating equipment type and the / If you use a heat minimum equipment efficiency. 1 / \ I pump for heating / \ I Fuel normalization / credit, you are \ LI-i �I required to use a _ heat pump for heat. N / 20'-0" / 6'-0" / 17'-4" / / 43'-4" / O 0N. -)0 50 CFM EXHAUST FAN Cr) TO THE EXTERIOR . 0) Uo zCO- 1 st FLOOR SQ. FT. = 2049 J 2nd FLOOR SQ. FT. = 1126 n BASEMENT FLOOR PLAN BASEMENT SQ. FT. = 1408 � er 0 TOTAL SQ. FT. = 4583 O SCALE: 1/4"= 1'-0" O U J 4 0 z O � V 0 cr N. ) _ v L Q LLI z , Oc REV/SED DATE 07/26/29 JUNE 2021 'IS B/�q SCALE :T41N wasyti/eF AS SHOWN �p �t�,. 2 PB ' 1,i-9tp,\ - � r 21-146A �i SHEET O REGISTERED �� SSIONALENc EXPIRES: 10/06/21 A1 . 1 OF 1 1 SHEETS REVISIONS BY 4�g CODS Lo ,f ,`�4.1 Y 044po�rAe PZ. 4- IE .Ua 7—t 1 ,4 L- L.- C3. ,z s 4--(2e _-- '�2�'G4-'r-7 J k / sh //vim 1 /�rr & � m u, „ RETE / / -� BMP T5,')00 HOUSEV CO � '�� CORE T E \ ' ���� �rtx caR,�w � ' i �JASkLoUT I'vc 1 o PERFORATED 4,687 SF ; crT cc's I STUB OUT 100 oFrELn��S41 f \ ` SD SIDE SEE DETAIL 1505 HARBOR VIEW 1 c) i . FEI J \�`` COURT VQ \\ v`� 6'S SIQE UN \--o,' i \ \ \ X SA - \ \ \ \ / SE 1) i CY) : 7,, \ N s\ \ -/-\rs,-) i L-1. J N 01111 - CONCRETE TI • I \ \ \ �\ Provide trench drain _ S C) \� •\ at base of driveway, J � DRIVE AND I SE st— ° ' LO 30` PRIVATE -1\ �� tied to storm drain. � / � PARKING E WA ! i ROAD & I \ I 1 BMP 1O5 CWVA ! cr, I UTILITY 1 I 1 1 Cc S RUCTION \ENTRANC 3,814 SF f c EASEMENT 1 I -,,. �. ,r ... ___.�___ I j - _—=_- — — �I Sa a F� / ,� ,� 1 i 1 ° S88°48'21 "E 199 .4 3' WI I I I / \, DRIVEWAY 1 ,141 SP �. /r.�,-:E_-, fQ n/ 0 di:„1 / . '' I 1 I , , r----- - 42.6\ .: C it. (71�/// / 1•--- �i �f' ' I ,1 1 i-CA) ? jU 13 u.,..5 (--- iii i „,___,-- / - / 47'8" f 'L, �+ 3 �7 _1 Z / 16 02,. 7 32 14' 102 / 7'-4" / CN , /* �f I HOUSE - ' ,Fe 4'-04 4'-0" 4'-0" 4'-04 8'-102 6'-0" 3'_8„ 3'_8„ / �..,-,° / CD Co 1 I f \ `( REA= 2O31 SF q "� © c / / / / / / / / / /`� 1 I / �``1 1 / a ,r 1 I f/ l� �j� j c�� Windows within 3'of walking surface U CC f r / SIDEWALK I f , at stairs or landings are required to ; r -.TA., 1 I 51 E�rdltl�l� )' ter ' ti f y i� r be tempered. r n 1 CL / f.: r ( `' DECK�/ 20 ,� ___--- ' , 2-6x2-6 2-6x2-6 2-6x2-6 V / • T ' 1 AND' Ul�C\ � G4f �r (�} E�.�* f R��L C L•_� �� \ \ � \ \ Z / �' C -i �= yli S k i46, `!1 „--/-'-' ' , col I i L `S- ° '' \ . I I K y,:: 11# 1.:17 U-Ca{6„A'e..-C 4-'7 ' 4 \ 1^— 'q' •-icsi Z Z - , .,..,, _ ____,( ,, 9 b jbj 6 I - (/) 0 e` 1 f , ` .5�- ------/_.N, ° .5e.c ., \K' - -,- , ------ i 1 i -Thi -.L..)x. / ��-. _r: ! i ] o, / LLIL0112, / \ � 0 cK I 1 599 I = �, FUTURE , J I 1 / ,�, I y ELEVATOR % / L/' ,. 46,7' 2 527 SF—� 6'-10"x4'-6" 4' .\\:\S-N', \ N<.:- i I- W NI --�Yf / ��F �V f i \ \ \ LAUNDRY \ 1 Q - { Y ._ A'' 3-0x6-8 �' a \ 1 1 r ;s f I 6'-4"x7'-10" \ L '� -,1 '�' � - 0 CC Z 9 CLG 5 ox5 0 �\ I 1 o 9� ' Provide 50 cfm vent 7 O 1S00 00 DOE 143,02 - fans at laundry room. HALL Lt .: (-) �� I /� 6 ( 7f ' -1 4),='vc. L/ l t �i . f r/ 7 C"4 fit) -- cK A 10' CLG M N 2-6x5 0 0 \ \ cC Z W \ - \ \26x68 1 bN SIN in ATTIC ACCESS 1 1 N ®t 1 �= 4' 72' / 4' 5" / 2'62' I 5' — / 6'32' , 5' 9"� / 2' 32' (HORIZ.) 3-0x6-8 '�— :_ k -I Health and Quality of Trees Proposed for Planting. Trees - 1 \ 2-6x6-8 BEDROOM 2 4, MASTER ( 0 5 �� A/� �� `� ���, �� ���� proposed for planting must meet the following minimum CLOSET - —BBATHROOM 14'-2"x10'-6" Lo \ dc 2 U standards in order to be credited towards satisfying the tree 8'_7"x9' 3" N "x9' s" 0 9 CLG density requirements of this chapter: 9' CLG — ih � CS - M 11 ATTIC ACCESS _ - I .�-�\r' s'C -�.� C N(c4 i i-i ' 1 . Each tree shall be healthy stock and carefully planted in a I`, 1 N- - - -- --, -i .9 c� v�-�/� /' three-foot or larger hole in good, appropriately fertilized topsoil; L- -J © 4, 3-) 'T� /_/.4.s / — O C G,x► d li I C- at-i1 i'X-�Z `-2-``ti'. \ \ \ 3-0x6-8 rI 2. Each required deciduous tree shall have a minimum of two-inch 4-Ox1-6 2-6x2-6 2-6x2-6 \ \ °/S/�c 5 '7-0 i /A( 1 Z �- caliper within six inches of ground at time of planting; MASTER �N BATHROOM - I / -4-Z. � ' - 3. Each required evergreen tree shall have a minimum height of 9' CLG / ,r / / / eight feet at time of planting; 0 0 / 22'-2i" / ram--'-- /3 i-� � v ,� _ _ ATTIC ACCESS 0 / / re (c .���-t 5 4. Trees planted shall include a mix of coniferous and deciduous (HORIZ.) trees. At a minimum, thirty percent of the trees planted shall be MASTER 3713 k/I/<L ''7z f/ j ( L L coniferous; 4 BEDROOM o �� �"e / .9�Ge- 4 fJL,f \ o 15 0 x14'-6" I 3-Ox6 8 M C--c-- ( iD t CI4- Z 1) i /)L 00} 0 rF G _V g 9' CLG M -�-- 5. To avoid potentially unhealthy monocultures, the total number of - -���-s ( ` L �� � J any individual species of replacement tree planted shall not exceed MASTER .� �) h� cf� f �� thirty percent of the same species or thirty-five percent of the same 1 - SHOWER ' i� 4 genus of the total number of all replacement trees planted. 9'_1"x6'_0" ,i)L t'f� jlri u/--1 9' CLG ZiZi i62f i-* /3fCl Fp R__ 37-/(21-r 6. Where possible, required trees should predominantly be selected from the native tree species. The city planning department will E., O Backflow assembly test to be submitted prior to final inspection. maintain a list of native tree species. (Ord. 2756 Att. F, 2006) , \ ` 2 5 0 5 Ox5 0 2-6x5 0 3 Ox4-o ` ` o Sprinkler lines to be buried 1 ' in soil. Bark dust thickness not included in depth. W m I. 25 tree credits required for this project. existing 5"-10" (D o �0v � Jt X/v r�. 5 , 1 �' � � trees are each worth two tree credits. Assuming 10 2'22° / 4'-6" / 4'-6" / 4' $z / 4'6z" / 5'o" / Q Z (4) M existing trees are retained, five additional trees will be / 15'-11" / 9'62" / 5'3Z" 2'-33" 14'7z" / O 0 CC N. required to be planted. / 478" y (/) "•,..... Z ,...4--c- 13-ejoe/01.5s i -.3-19--i-CL /74,4-Ve 3-2-/4 f d 14-C- ja e rr re iC_) 4 L L // S74-`a 4, o a. l t_ c f'/ L / /�U>,- ® 50 CFM EXHAUST FAN CC I I I z rf` VENTED TO THE EXTERIOR C.) �1© SMOKE/CO DETECTOR I 0 IJ C 4- Z ild c5j-i&U tC-c .-� /1-e`c/3 e 1st FLOOR SQ. FT. = 2049 A-Lc- ('-e-,/-� G�J , .7-74- D'jig.S O I/2 '/7bL•..J-�,�S U 2 Gv 1st FLOOR SQ. FT. - 1126 BASEMENT SQ. FT. - 1408 `'``' ThL4 -c_ l 4--v-e- �,14-s r 7 4--✓S s9'1" .&-e-ci)60 SECOND FLOOR PLAN TOTAL SQ. FT. = 4583 REVISED ( SCALE: 1/4"= 1'-0" 07/26/21 DATE JUNE 2021 'IS E3,141, SCALE wasyti .<` AS SHOWN sp :::41N ( 4 t PB ' 1 ,14 !�� r 21-146A i SHEET O RFGISTERE slue SS/C N At" AI 2 EXPIRES: 10/06/21 N OF 1 1 SHEETS REVISIONS BY ild) 29'-41/4" QFow CODE c,O 44.5 e V Y O A� e. Provide flashing at d m rakes. ,y„_el 8 9,ety, k ��FIELD 13•\ R104.9.1 Used 4 20'-03/4"T.O.P. materials, equipment and devices shall not be reused unless approved by the building official. I I C I I I I I I rr��'' Y O 11-03/4nd FLR. Cr) O 10'-0" T.O.P. N N b Window fall protection - - - required at operable window opening - - - N located less than 24 inches above finished floor and greater than 72 inches above finished grade or other\� _ , \ REVISED 0 O surface below on exterior. All deck ledgers to be 07/26/21 - - - , flashed. •is BqM 0'-0"MAIN FLR. WASy��eF O o O 1'-03/4' _.x Z (/) 'T.O.P. r 2 Z i \. Y\\/\\- \\. \\.\\/\\/\X\X\V\/\\/\\. \\/\\/\\/\\/\\/\Y\\/\\1 \. \\/\ \\/\7V79---\Y\\/\\/\\/\\/\\/\Y\\/\\/\\/\\/\\/\\/\\/\Y\\/\\/\\ , iit, ...,,,,)v lk r ',‘411, ,f: 1-- 1 / }\ \ \jam\ \/ \ \ \/.\ Ci) 0 y� j\\j\\ /\/\ /\/\/j j\\/ � j\\ jam\ jam\ jam\ jam\ /: Re �o .14v \` \//,//,//,//,//, LLI 'C /'�\ \/\/\/\/\ / { / ,\ / \/ < ire s'S/ONAL-f- V \/\/\/\/\ \ <EXISTING GRADE,\ NOTE, project appears to \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ EXPIRES: 10/06/211Z be 32' above average \\/\\/\\/\\/\\/\\/\\/\\ \/\ \/\\/ /\\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/.\/\\/.\/,\/.\/,\/.\/,\/.\/.\/\\/.\/.\/.\/,\/.\/,\/\\/,\/../.\/.\/.\/,\/ / //\//\//\//\//\//\/\// /\ \\\/ /\i\ , i\i grade. \/\/\/\/\/ / /\ \ \ \/\,PROVIDE 8 DIAMETER \/\/\/\/\/\/\/\/\/\/\/\/\/\/. .., cC / / /\ /\/ / /\/ /\/\/\/\/CONC. PIERS TO NATIVE / / / / / / / / / / / / / I '�1 /\/\/7�\//\//\/\/\/\//\//\//\//\�GROUND (AS REQUIRED)/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/�\, Lt W \/\\/\\/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\//\//\//\//\//\//\/ // // // // // // // // // // // // / W i / A A J � � /\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\ \\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i' 1'\i/4f\S\F\\ \` \ \ \/l\/l\/l\/l\/l\/l\/l\/l\/l\/l\/ / / / / / / / / / /\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\//�\. c0 O W // // // // // // / / / / / / / / / / / / / / / / / / / i \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// // // // // // // // // // // //\//\//\//\//\//\//\//\//\//\//\ \i�\i�\i�\i�\i�\i�\i�\i�\i�\i\\i�\i�\i�\i�\i�\i�\i�\i�\i�\i�\i�\i�\i�\i�\i��i�\i�\i�\i�\i�\ice\i�\ice\i�\i�\i�\i�\i\\i�\ice\i�\ice\i�\i�\i�\i�\i�\i�\ice\i�\ice\i�\i�\i�\i�\i��\" 1::r C� /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i �/ /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /%• Q �i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i�i / /\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\/ iic z \ / \/ \ ,\!i�\!r�\!i\!r�\!i\!r\!r�\!r\!r�\!i\!r\!i\!r�\!i\!r\!i\!r\!r�\!i\!r�\!i\!r�\!i\!r\!i\!r\!r�\!i\!r�\!i\!r�\!i\!r�\!i\!r\!r�\!r\!r�\!i\!r\!i\!r\!i\!r\!i\!r\!r\!i\!r\!i\!r\!i\!r\!i\!r\i = cc FRONT ELEVATION C SCALE: 1/4"= 1'-0" I II II ao IIIIIIII in co - b 1.1 O M C'') 0 I I , I I z � - - - ■I - J C12 J - mJ 0 2 4- 4- -1- -1.- 4- 1- -1- -1.- 4- Q 0 N... z .-- • ® \ coC Z '1 � � � � � 0 � , \ , NATURAL GRADE —/ � � � � � v / v / v 4- L CC W z � \ , 4- 4- 4- 0 Q 2 Lu 2l- RETAINING WALL AS REQUIRED -% L �''" DATE JUNE 2021 SCALE AS SHOWN III IIII DRAWN PB 0 LEFT ELEVATION JOB 21-146A SCALE: 1/4"= 1'-0" SHEET A2 ' OF I I SHEETS REVISIONS BY QFOwCODEcO m 73 �kFIELD i34seI I I I L? CO N (N , , 0 Ok. / \ / \ \ / \ / -1 0 , , z u) / \ / \ z z � O w � _ \ \ \ \ \ \ \ \ \ - iz , us- Q \ \ , Lt w REAR ELEVATION LLI ED (< SCALE: 1/4"= 1'-0" 0 12( 1 cO L11 Cr Q Q z N r 0 co O M M O d ccs, Z us' J r ccs I ' , O ou W,ic z cL) t- Q o z ,r . , , , , , 0 , co V 0 _...... , , co ....... cz N, ,. • %, • • • • \• • /\Y\Y ci) 1)-_ cC w z„ � ®® U o o L. ,::,ON RIGHT ELEVATION ` { 07/15/21 DATE JUNE 2021 • ® RCS BqM SCALE W AS y�N eF A S SHOWN It / ��of DRAWN roe PB 21-146A SHEET SS/GIS1411 c.,,ONA2. 1 EXPIRES: 10/06/21 1 OF 11 SHEETS REVISIONS BY QFOgCODEco ecIlissir'f Y ,N., 7' c., 4 C 891O R`S o �kFIELD i�se� 7 EI= I ! - -1i --I =- 1 11 II 111 IF- o��� I -- I III 1 2- III 711 0 IZ �(TYP. ii-Jh III / '11'1 IL_-- ' J Z li li ..... Z ell C . ) 0 " ri-ii, i 1 1 i r I IC li 1 I LLI 'C ci, , .1( lifta,„„ii aft tsi H11 :T.) 1 vJ LL 4 I Z O IiII � I� O i O Z CO (9 Cr ell 1 ilim ik g..cA III ,...i III 2:12al Mir 1 I, e C) CrQ O ATTIC ACCESS RRO oc,c ' MIMIllkli 1 1 „„„?...CC Z , ....... I „ 1 x 0 , , �n 1 lUllI!I , . , III _I ,r1 ili NO 1 11 II 1 I I1 I;i! I 1'' i, ER ROOF (TYP.) 0 \,O� _I III ri I •I 11_1I �. • -- 1 - - I o I1M1� IMlI 1 I1 ■ II I!, __ !�I 1.—1 — _!——,, I —— I _—_-1 — ��I M N I --Ip II�� N. U o Iot ■! L o � 0 o J Q 0 . ROOF PLAN Q Z ° M C SCALE: 1/4 - 1-0 � ^ Z � J V_ _ Q LLI Z • 0 c 0 Ill 1.:1:: 07/15/21 DATE ✓UNE 2021 'IS B,1q„ SCALE w y AS AS SHOWN ��p :T41N , /6 if 17 ill PB o\ ��I4 �, r 21-146A SHEET C 619GISTERE� \�SSIONALv EXPIRES: 10/06/21 OF 1 1 SHEETS REVISIONS BY �O4Og CODE C.-, A RETAINING WALL SCHEDULE m. INDEX DESCRIPTION 8'-10' WALLS 6'-8'WALLS 4'-6'WALLS 0-4' WALLS A WALL HEIGHT 8'-10' 6'-8' 4'-6' 0-4' �c���,4CpR,�1891 w`o� B TOTAL FOOTING WIDTH 5'-6" 4'-4" 3'-0" 2'-0" �To Frein)�Se� C HEEL LENGTH 2'-0" 1'-8" 1'-0" 0'-8" D TOE LENGTH 3'-6" 2'-8" 2'-0" 1'-8" E STEMWALL WIDTH 8" 8" 8" 8" F FOOTING DEPTH 12" 10" 10" 8" G STEMWALL VERTICAL STEEL #4 @ 16" #4 @ 16" #4 @ 24" #4 @ 32" H STEMWALL HORIZONTAL STEEL #4 @ 16" #4 @ 16" #4 @ 16" #4 @ 16" K STEMWALL STEEL SPLICE LENGTH 42" 24" 24" 24" L FOOTING LONGITUDINAL STEEL (5) #5s (6) #4s (4) #4s (3) #4s M HEEL STEEL #5 @ 16" #4 @ 16" NOT REQD NOT REQD N TOE STEEL #5 @ 8" #4 @ 8" #4 @ 12" #4 @ 16" NOTES: 1) USE GRADE 60 STEEL FOR ALL REINFORCEMENT. USE 3000 PSI CONCRETE. NOTE THAT / 65'-62" / CALCULATIONS WERE BASED ON DESIGN OF 2500 PSI CONCRETE, THEREFORE SPECIAL INSPECTION 1„ , 1„ , 1„ — , 1„ 1„ IS NOT REQUIRED. / 7-02 / 14-12 / 2'-3-1 / 12-7 / 7-32 / 14-102 / 7-4 / 2) TOE STEEL IS TO EXTEND A DISTANCE "K"UP THE STEMWALL 3) BACKFILL OF WALL TO BE OF GRANULAR(ROCK OR SAND) MATERIAL). 4) SHOULD SPRINGS OR UNUSUAL UNDERGROUND CONDITIONS BE ENCOUNTERED DURING SITE EXCAVATIONS, CONTACT CASCADE DESIGN GROUP, INC. FOR RECOMMENDATIONS. \ \ . . . ° � . . T \ FOOTING SCHEDULE \ \ . I INDEX SIZE DEPTH REINFORCEMENT NOTES Lo A 2'-0"X 2'-0" 10" (2) #4s EI W '. r — L B 2'-6"X 2'-6" 10" (3) #4s EI W ° "' C 3'-0"X 3'-0" 10" (4) #4s EI W N __ \ D 3'-6"X 3'-6" 10" (5) #4s EI W Ic /� T 1 ° 1 0 1 12"CONTINUOUS 6" (1) #4 BARS 2x4 OR 2X6 WALL Z - 1 j M 2 16"CONTINUOUS 8" (2) #4 BARS 2X4 OR 2X6 WALL O °' RETAINING WALL DETAILS D-S5 OR E-S5 I Z eo jSEE I 1 \\ 1 — 3 24"CONTINUOUS 8" (2) #4 BARS 8"CONC. STEMWALL D �N 1 ° \ Q 4 � 1 - - - �111�u> ; I III - 1 J ftftft B 41 I I 4 vJ - _ - � - - Z N °. 20'-2 " i 0 FURN I I coLLI .< III 1111 � J I �1 —r o — —I T 3, , . . F] 7/ = � 1 , A 1 I r^VALE —— I I IvI11 J11 ocC 'RED \ --1 2 I I — B Z W I I / eo M // I �� Li I \ \ \ O z z 0. 3 D 1 1 HW — il . 09.1 U N _ - o 4 I Qz LL Lo / 13'-63„ / \ I — I 4 PROVIDE MIN. 4 CONCRETE _ — WALL THIS SECTIONI I / I / 12'-34" / I I — J P.T. 6x6 POSTS w/SIMPSON D I I I ABU66Z POST BASES \ I j \ \ L — J L \ R \ r / 10'-3„ / B _' 3 . C N . N I8"STEMWALL OVER 3 8"x 24"FOOTING w/ Itt. (2) CONT. #4 BARS rj L/ co . : —r_ . - - 1- - - - - - � 3 0 N I N Fr • 0, P.T. 6x6 POSTS w/ 1--IN B J I I PROVIDE 4"BEAM POCKET SIMPSON ABU66Z "' / 12' / POST BASES 0 RETAINING WALL AS REQUIRED I A_ 8"DIAM. CONC. / — A pz PIERS (IF REQUIRED) m / 4'-3" / 12' /— 3'-9"L / 15'-51" / 10' / 18'-4" / Q v Z N.2 1 1'-9" / 20' / 23'-4" / 20'-5-2' / i< Z ( 1- 65'-61„ I 0 0 41. Cr LcYr3 Slope between base (I) (/) of footings and cut for 9 LLI z , cul de sac not to be (I.) Q0FOUNDATION PLAN steeper than 1:1. �— SCALE: 1/4"= 1'-0" REV/SED 07/26/21 DATE DUNE 2021 IS 8,141 SCALE WASy,, ' AS SHOWN sp DRAWN t PB ' 1 -4 � r JOB 21-146A i SHEET ir1v3, O RFGISTERE� \sue SS/0NALEN� S I EXPIRES: 10/06/21 OF 11 SHEETS REVISIONS BY ��O4Og CODE c� A s•, G1TYO {9 m 'TO FIELD 11'. I° ' I—--——--— ——I Z cNi cC `1 1 ° ' 1 I. clZ DTI . 1 =__ _ . . . . . . . . . _. . . __.... .1 I- I T—17 ° -11 ' 0 R • r 1\ I I ° WALL BELOW (IND I I---1-I \ 1 ° z . 1 5x15GLB I \ I �, o :.4g2:: ftftftft 148484ft , I I —— n Z Z . I ---H— Tn F———7 __El- I I ALL HEADERS TO BE 4x8#2 D.F. 14,1 CI: CI: I -7- I ——— I — ° UNLESS NOTED OTHERWISE 6-mil black polyethylene vapor r- ---1 FURN retarder in crawl space. (State Amendment) Cr I 0 L I Minimum net area of ventilation LL I 1 1 I it] [—— openings shall not be less than 1 r^ L 1 1J : L J sq.ft.for each 300 sq.ft. of under v J I 1_ floor area. (State Amendment) Z W Z __I -7 Crawl access min 18x24. Insulate : C r and weather strip when in house. O O H-d 3�� 7�� WSEC 402.2.4 Z (2) 1 a x 11 $ LVLs SIMPSON HUC412 I / : c J L CO O O I / C CJ — , I 1 I . QC: gq: L.1.. c 11 0I I I 1 I • CI:: ft :::!: � _ , --] - ° Z Q 1 Q 52 x /02 GLB 1 1-1 8''A : /7� r PROVIDE CRAWLSPACE VENTILATION PER @��'' 9 CODE REQUIREMENTS �C, "GLB 5 2'x C I 7 C l _�64"x 192"GLB r I o• C u N 1 3 , 14"x 11$"LVLs \ CRAWLSPACE ACCESS �;� „ „ � 6 4 x 16 2 GLB or : W10x22 STEEL BEAM ,�%°` C o N.iII r U CL: PROVIDE4"BEAM POCKET O "0 ® ® W c QO - � Q o � V 0 z v , _ , MAIN FLOOR FRAMING PLAN SCALE: 1/4"= 1'-0" Oc 4. REV/SED 07/26/21 DATE JUNE 2021 IS BAM SCALE wasyti/eF AS SHOWN �p DRAWN e• t 2 PB , 1 -4 �� r roe 21-146A �i SHEET igfO RFGISTEF \�� ' SS/CNALE � S2 EXPIRES: 10/06/21 OF 1 1 SHEETS REVISIONS BY �O4�g CODS C,, s•�� cf Y O {9 oTT°FIELD 1/.. c _ 1 I 1 1 I J CD ]K _ C.::: t. -T-- 0-, i--1- Z 11 r‘l � S @r Z G. en 14. l� BUSS I �,°� _ k 1 _. .... 0 ill II r r c w ), II ,t 0 J Z ... 0 Cr I LLII ' ' I I Q W I ui h Z W op' G 0 Z QV lfi \ _ _ O __z------\-- CO ° Z (V' \ - ALL HEADERS TO BE 4x8#2 D.F. V LLI -14 Q�(C' UNLESS NOTED OTHERWISE _ _ n _ _[1: ) ct Cr CC [ Off° z Q I - Z Q O ii- OC 7 ° \/ ^ T (2) 14"x 11 $"LVLs (FLUSH) _ j--. 1 1 c - UPPER ROOF FRAMING PLANCr 1 4"x 11 $"LVLs O 1SIMPSONPC6ZPOSTCAP O SCALE: 1/4"= 1'-0" O (FLUSH) 1 c 1 / O O — l'i 0 it. 1 L ILL --X-__ILi 'r C r ) -„—t t)—, --� sus@2 ` S - �GxcC° 5 2'x 9"GLB ti i 1 r-j _12a °G „�P�1$ E IL I ---I 1A � II II I, oM 52"x 162"GLB N. 1 (FLUSH) I °� I SIMPSON PC6Z POST CAP U Z Z ° `�I I -, 3 "x 12"GLB (FLUSH) , 0,G, ', --...1 cr ' CO - BUSSES @ 2 ' Q 0 Z N. � M I M 0 � Li ) I C SIMPSON EP6Z POST CAP ( 2 r C� 1 1 cC Lil z - C.) OLo1, 5 "x9"GLB •. I i . 07/15/21 DATE JUNE 2021 •IS 8,141 SCALE 6x8 w/SIMPSON EP6Z POST CAPS wasy ti eF AS SHOWN p DRAWN PB UPPER FLOOR/LOWER ROOF FRAMING PLANC, j �, r O8 29-146A SCALE: 1/4"= 1'-�" O RFGISTERE� \, JSHEET At_ - S3 EXPIRES: 10/06/21 OF 1 1 SHEETS REVISIONS BY �OOg CODE C,, SHEAR WALL SCHEDULES T Y f* .�`-- C � 71. SW1 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 6"O.C.. 'yllial am SW2 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 4"O.C.. (HDU 4N ,f + 1891 w z SW3 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3"O.C. 'S ✓��r o�QRSc� SW3X 1/2" PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3" O.C.. ° • . PROVIDE STRAPPING AROUND ALL WINDOW AND DOOR OPENINGS AS SHOWN ON HDU11) ALL PONY WALLS TO BE SW3 SHEARWALL DETAIL A-S5 AND B-S5. UNLESS NOTED OTHERWISE SW4 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 2"O.C. USE (HDU KHDU , ° . " • 3"OR 4"NOMINAL FOR ALL PANEL EDGES. . SW6 BOTH SIDES OF WALL SHEATHED WITH 1/2" PLYWOOD. ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3"O.C.. . • SW6X BOTH SIDES OF WALL SHEATHED WITH 1/2" PLYWOOD. ALL PANEL EDGES TO BE • HDU11) NAILED 8D @ MAXIMUM 3" O.C.. REINFORCE ALL DOOR AND WINDOW OPENINGS KHDU4 /HDU11) ,,,z< WITH STRAP TIES AS INDICATED ON SHEARWALL DETAIL A-S5 AND B-S5. HDU4 PROVIDE SIMPSON HDU4-SDS2.5 HOLDOWNS WITH SIMPSON SSTB20 ANCHOR 1 • ° ° ° ° . ° _ ° • , RODS AT LOCATIONS DENOTED HD4U ON THE PLANS. ° HDU8 PROVIDE SIMPSON HDU8-SDS2.5 HOLDOWNS WITH SIMPSON SSTB28 ANCHOR / HDU11) RODS AT LOCATIONS DENOTED HD8U ON THE PLANS. ° > HDU11) HDU11 PROVIDE SIMPSON HDU11-SDS2.5 HOLDOWNS WITH SIMPSON SSTB28 ANCHOR I RODS AT LOCATIONS DENOTED HD11U ON THE PLANS. l _ ° ST1 PROVIDE (1) 48" LONG SIMPSON CS16 STRAP TIES ACROSS FLOOR FRAMING 1C- 1)1 (WHERE APPLICABLE)AT ST1 LOCATIONS SHOWN. c) ' ST2 PROVIDE (2) 48" LONG SIMPSON CS16 STRAP TIES ACROSS FLOOR FRAMING 0 ° l (WHERE APPLICABLE)AT ST2 LOCATIONS SHOWN. I CidSHEARWALL NOTES: ci . yHDU11)' 1) 7/16" ORIENTED STRANDBOARD (OSB) MAY BE USED IN LIEU OF %" PLYWOOD IN ci) SHEARWALL APPLICATIONS � 7 10 _al- r . 2) FIELD NAILING FOR PLYWOOD TO BE 8D @ 12"O.C. UNLESS NOTED OTHERWISE. y rd 3) UNLESS NOTED OTHERWISE ON PLANS OR BY TRUSS MANUFACTURER, PROVIDE SIMPSON H2.5A HURRICANE CLIPS AT ALL TRUSS AND/OR RAFTER SUPPORT LOCATIONS. 1-1 I 7 4) ALL SHEARWALL NAILINGS ARE TO EXTEND DOWN TO THE FOUNDATION PLATE LINE. \ 77 Z Z I 5) PROVIDE 2X BLOCKING ALONG ALL UNSUPPORTED PLYWOOD PANEL EDGES UNLESS u I / , NOTED OTHERWISE. I i �,7\1 O 1 , 6) USE HOT-DIP GALVANIZED NAILS FOR ALL NAILS IN PRESSURE TREATED PLATES. I I 7 I W 7 7) INSTALL 1/2" SILL BOLTS AT 32" O.C. AROUND ENTIRE PERIMETER OF BUILDING UNLESS 7 z<HDU4) S NOTED OTHERWISE ON THE FOUNDATION PLAN. 70 . '8) PROVIDE 3"X 3"X 1/4"GALVANIZED PLATE WASHERS ATALL SILL BOLT LOCATIONS. I 7 v HDU4 HDU4 9) FOR SHEARWALL APPLICATIONS WHERE 4X NOMINAL FRAMING IS REQUIRED ALONG 3- / Z SW2 - PANEL EDGES, DOUBLE 2X MEMBERS CAN BE USED PROVIDED THEY ARE NAILED - SW3X ll VHDU4) ' Z 0 11 II ir, TOGETHER WITH(2) ROWS 12D NAILS SPACED 6 INCHES ON CENTER. 10) FOR FLOOR TO FLOOR HOLDOWN APPLICATIONS, USE 5/8"THREADED RODS FOR SIMPSON (HDU HDU, (HDU HDU4 HD4U HOLDOWNS;USE 7/8"THREADED RODS FOR SIMPSON HD8U AND HD11U HOLDOWNS. v J Uj cl 11) CONTRACTOR RESPONSIBLE FOR ALL MATERIALS TO PREVENT CORROSION DUE TO �j . . Lil g< (ST2 HDU4 K COASTAL WEATHER ELEMENTS. \\ /I N ' ci) Z .. Z SW2 / IIIIIIII v I 0HDU4SW2 HDU11) \\\ \ /// // HDU11� Cr PJ (.D QQ1)Z \ / \ CIO OL11 (FIDU4 II# \ /j �HDU11) -.11-.- Li] 1 SW2 /HDUII) cx o /\/ /\ HDU11) C \ / . I I 0 Zs< M I CO / \ ° / l\\\\\\\\\\\\\1 -DENOTES INTERIOR SHEATHED WALLS /Si 1 / Q ( \ I • HDU11� kil (:_il: // /�/ \o ° -2 I /�, HDU11) \ HDU4 / CC i _ " 1 - SW2 - if I � J 0 (HDU4 0) O 0 —HDU4 HDU8 L . _ I SW3 ►� % J. 1 (HDU - HDU11) I 1 i LOWER LEVEL SHEARWALL PLAN SCALE: ST2 - SW4 - DU4) LII 12 U >4 ( >/ (ST2 LII 0 HDU11 HDU8 / / / N. °) f , NHDUB) Z CO- I c� J J I m ST2) I ,—� o /HDU11 / / O U WRAP STRAPS AROUND FRAMING •••/ WRAP STRAPS AROUND UJ c( BLOCK ROOF PLYWOOD , Q 0 COcci) PANEL EDGES \ '// FLOOR FRAMING N. (HDU11N � / (cicl- 1 --/ 0 0 / Lo �sr2� 2 I / = Q Lil Z . I / • lil C.) Q oW / / SW4 N - /::; ST2 HDU11) NHDU8) vigil 07/15/21 DATE JUNE 2021 El El ;'w BqM&F SCALE AS SHOWN c, p DRAWN Ili,. 2 PB 0 MAIN LEVEL SHEARWALL PLAN 1 p, r JOB 21-146A SCALE: 1/4"= 1'-0" �o <� SHEET RF GISTERE� s SZONAt1— S4 EXPIRES: 10/06/21 OF I I SHEETS REVISIONS BY " nit,CODE c� A & APPRIOrm CAIMIL m KST1 _ SW2 _ ST2) SHEAR WALL SCHEDULES - [L SW1 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 6"O.C.. ����`f'��pR'891 �w�o SEE DIMENSION SCHEDULE THIS PAGE M SW2 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 4"O.C.. To FIELD'' —SST2 -ST2 SW3 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3"O.C. N FLOOR OR WALL FRAMING I SW1 SW3X 1/2" PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3" O.C.. PROVIDE STRAPPING AROUND ALL WINDOW AND DOOR OPENINGS AS SHOWN ON , — ' I SW4 SHEARWALL DETAIL A-S5 AND B-S5. 1/2"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 2"O.C. USE 7fo A c) 3"OR 4"NOMINAL FOR ALL PANEL EDGES. t -, SW6 BOTH SIDES OF WALL SHEATHED WITH 1/2" PLYWOOD. ALL PANEL EDGES TO BE 1/2"SILL BOLTS AT 48"O.C. w/ NZNAILED 8D @ MAXIMUM 3"O.C.. 3"x 3"x 4"PLATE WASHERS SLOPE VARIES L ST2) ST2 SW6X BOTH SIDES OF WALL SHEATHED WITH 1/2" PLYWOOD. ALL PANEL EDGES TO BE 0 S WI z< NAILED 8D @ MAXIMUM 3" O.C.. REINFORCE ALL DOOR AND WINDOW OPENINGS CWITH STRAP TIES AS INDICATED ON SHEARWALL DETAIL A-S5 AND B-S5. HDU4 PROVIDE SIMPSON HDU4-SDS2.5 HOLDOWNS WITH SIMPSON SSTB20 ANCHOR RODS AT LOCATIONS DENOTED HD4U ON THE PLANS. ST2SW1 ST2) HDU8 PROVIDE SIMPSON HDU8-SDS2.5 HOLDOWNS WITH SIMPSON SSTB28 ANCHOR I "H"(HORIZONTAL STEEL) IT) 0 RODS AT LOCATIONS DENOTED HD8U ON THE PLANS. _ CD HDU11 PROVIDE SIMPSON HDU11-SDS2.5 HOLDOWNS WITH SIMPSON SSTB28 ANCHOR = 1 RODS AT LOCATIONS DENOTED HD11 U ON THE PLANS. ST1 PROVIDE (1) 48" LONG SIMPSON CS16 STRAP TIES ACROSS FLOOR FRAMING Y "G"(VERTICAL STEEL) C0 (WHERE APPLICABLE)AT ST1 LOCATIONS SHOWN. UQ o (4ST2 PROVIDE (2) 48" LONG SIMPSON CS16 STRAP TIES ACROSS FLOOR FRAMING co -.1 .______ f- 1 (WHERE APPLICABLE)AT ST2 LOCATIONS SHOWN. Q i (,) SHEARWALL NOTES: o GRAVEL BACKFILL Z J 1) 7/16" ORIENTED STRANDBOARD (OSB) MAY BE USED IN LIEU OF %" PLYWOOD IN Q SHEARWALL APPLICATIONS I 2) FIELD NAILING FOR PLYWOOD TO BE 8D @ 12"O.C. UNLESS NOTED OTHERWISE. '`�0 1- . �l V -!- 3) UNLESS NOTED OTHERWISE ON PLANS OR BY TRUSS MANUFACTURER, PROVIDE SIMPSON 4"CONCRETE SLABZ Z (ST1 �ST1 - H H2.5A HURRICANE CLIPS AT ALL TRUSS AND/OR RAFTER SUPPORT LOCATIONS. (WHERE APPLICABLE) 4) ALL SHEARWALL NAILINGS ARE TO EXTEND DOWN TO THE FOUNDATION PLATE LINE. 0 M (HEEL STEEL) O I I I 1 5) PROVIDE 2X BLOCKING ALONG ALL UNSUPPORTED PLYWOOD PANEL EDGES UNLESS 0 �V _ NOTED OTHERWISE. "N"(TOE STEEL) 2" Y "L"(LONGITUDINAL STEEL) rn 6) USE HOT DIP GALVANIZED NAILS FOR ALL NAILS IN PRESSURE TREATED PLATES. V NN 1 - SW1 7) INSTALL 1/2" SILL BOLTS AT 32" O.C. AROUND ENTIRE PERIMETER OF BUILDING UNLESS r \A ST2 ST2 NOTED OTHERWISE ON THE FOUNDATION PLAN. < <• ( ,° _ ' 8) PROVIDE 3"X 3"X 1/4"GALVANIZED PLATE WASHERS AT ALL SILL BOLT LOCATIONS. �'�( C 0 , , v 9) FOR SHEARWALL APPLICATIONS WHERE 4X NOMINAL FRAMING IS REQUIRED ALONG R_ _ 1 PANEL EDGES, DOUBLE 2X MEMBERS CAN BE USED PROVIDED THEY ARE NAILED o 0 0 I I TOGETHER WITH(2) ROWS 12D NAILS SPACED 6 INCHES ON CENTER. `',� �V 4 ', 10) FOR FLOOR TO FLOOR HOLDOWN APPLICATIONS, USE 5/8"THREADED RODS FOR SIMPSON LLI I I 8„ „E„ HD4U HOEDOWNS;USE 7/8"THREADED RODS FOR SIMPSON HD8U AND HD 11 U HOEDOWNS. II. • ► 3 PERF. PVC PIPE WRAPPED X 11) CONTRACTOR RESPONSIBLE FOR ALL MATERIALS TO PREVENT CORROSION DUE TO 1 IN FILTER FABRIC. �,� COASTAL WEATHER ELEMENTS. "D" ► "C" ► Z � _ � � III 1/2"PLYWOOD 4 'r O Z -. - SIMPSONTRUSS H2.5 EACH(TYP.) RETAINING WALL DETAIL QW1 � 11 EN (EDGE NAILING) ED 'S NOT TO SCALE V Q Q - SW2 YEEE. NOTE: Bar spacing 'CCQ (ST1 NST2) table is on sheet S 1 = Q Ct R-49 INSULATION l I I ROOF FRAMING EN (EDGE NAILIN INTERIOR WALLS TO BE COVERED SEE DIMENSION SCHEDULE THIS PAGE UPPER LEVEL SHEARWALL PLAN .� wr 1/2"DRYWALL THROUGHOUT _Ni_ R-21 + R-4 IC SCALE: 1/4"= 1'-0" W _� continuous Q 1/2"SILL BOLTS @ 32"O.C. insulation required R-2I INSULATION w/3 x3 x 1/4"PLATE WASHERS at all exterior walls. PROTECT FRAMING WI H METAL FLASHING ✓_ 7/8"EDGEGOLD ————- SEE FLOOR FRAMING PLAN r FOR JOIST REQUIREMENTS °I DEEPENED 4"CONCRETE SLAB EN(EDGE NAILING)-----__________,irFLOOR FRAMING (WHERE APPLICABLE) 2x BLOCKING TOP PLATE RIM JOIST(TYP.) N— 2 0 II 48"BENT#4 BARS @ 32"O.C. (OPTION: _ °II USE 36"#4 BARS DRILLED AND EPDXIED \ J II 6"INTO CONCRETE WALL NO SPECIAL II INSPECTION IS REQUIRED) ,606---=lirII= EN(EDGE NAILING) Y N R-21 INSULATION m "H"(HORIZONTAL STEEL) oM GARAGE HEADER I M O WALL SHEATHING. SEE 2 X 6's @ 16"O.C. � P � � SHEARWALL SCHEDULE G "G"(VERTICAL STEEL) r 1 CC O FOR NAILING REQUIREMENTS �v� __J C G V 2x6 TOP PLATE 30 LONG SIMPSON CS16 W STRAP TIE FULLY NAILED I G G _ J WITH 8D NAILS GRAVEL BACKFILL ✓� 7/8"EDGEGOLD Q I ^ DOUBLE 2 X 6 TRIMMER SEE FLOOR FRAMING PLAN I �� J`� O (MINIMUM) FOR JOIST REQUIREMENTS (WHERE4"APPLICABLE) ON 6 0 "���RIES "' EN (EDGE NAILING) I I O // 2x6 BLOCKING s� I 0 "M"(HEEL STEEL) �I J HEADER IIIIHI R-301NSULATION SIMPSON HDU/SSTB ANCHOR BOLT RIM JOIST(TYP.) "N"(TOE STEEL) O30"LONG SIMPSON J I 2" "L"(LONGITUDINAL STEEL) CS18 STRAP TIE FULLY P.T. 2x6 SILL PLATE i (� NAILED WITH 8D NAILS U.N.O. — CI CCE cril 2 1/2"X 12" riiiHI IF WALL PANELS BETWEEN OPENINGS ARE LESS O 8"STEMWALL 1/2"SILL BOLTS @ 48"O.C. \ I `�THAN 12'; INSTALL A 36 INCH STRAP THAT SILL BOLT R= "" I W/3 X 3 X 1/4 PLATE r ) d EXTENDS THROUGH BOTH HEADERS & TRIMMERS MIMI IMI� EXTEND FOOTING AND _ 1- WASHERS U.N.O. 8 `�J z P.T. 2X PLATE d 0 0 0 1I11 11 2x6 BLOCKING 2x6 SILL-„,,,,,, PP IiIi REINFORCEMENT N I M • W J MIN. 12"BEYOND OPENING 3 PERF. PVC PIPE WRAPPED I VERT. #4 BARS© 32"O.C. (MIN.) 0 o W 10 LONG #4 BAR TOP& .� IN FILTER FABR C. WITH 7"LONG 90 DEG. HOOK Lo BOTTOM OF FOUNDATION 1 °I 12" "E" WALL MIN. (EXTEND AROUND MIN. (4) #4 BARS -• ► • ► 3"PERF. PVC PIPE oc, , N CORNER 6'MIN.) i , at - WRAPPED IN FILTER FABRIC it,..„.. NOTE: WHERE WINDOWS ARE LOCATED WITHIN EXTEND BENT#4 DOWEL 12"OF END OF A WALL, STRAPS ARE TO BE VARIES ' ►UP WALL DATE WRAPPED AROUND THE WALL CORNER @ 12"O.C. 07/15/21 JUNE 2021 •IS 8,141 SCALE _ �, r WAS/iS AS SHOWN G-A SHEARWALL SW(X) DETAIL GV GARAGE DOOR OPENING DETAIL C TYPICAL WALL DETAIL E RETAINING WALL DETAIL ��O DRAWN Et . 2 PB 5 NOT TO SCALE NOT TO SCALE NOT TO SCALE S5 NOT TO SCALE 5 ' o %) A'' JOB 2>->46A SHEET �O irvRFGISTERE� s 44/ , SS10 LENS NAS5 EXPIRES: 10/06/21 OF I I SHEETS