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HomeMy WebLinkAboutPermit File BLD-2018-0280 1604 Latitude Circle (5) ®; PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT k_. RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET �" t I I ii � s l i Mailing Address:P.O.Box 547, Anacortes, WA 98221 ` ,s Office Location: 904 6th Street, Anacortes WA 98821 SEP r 8 2019 I Phone: (360)299-1984, Fax: (360) 293-1938 Permit/Project#: `i Cam— 2016--0 3_,Ii2,0 Date: 9 — ((o —( `a1 Project Name: 12 r of 4& t4 —{/-' �( 'r C4 L (1 Project Address: i(0 - 2cT(-lu C De 412cJ Project Contact: K ACV-, F-�i is 'am Company Name: , i r,o, , .._i}6 ,�— �� qS �Y Contact Phone: 22-776 5'-- 07,1 i-16 Contact Email:3 C Stai dedlev1+r'. c.cPh Has the permit been issued yet? Yes 0 No All revisions must be either clouded or highlighted&wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes 0 No What department(s)is this resubmittal/revision/additional information to go to? ❑ Planning Dept. Building Dept. CI Fire Dept. 0 Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. 7 No,the revision or additional information is initiated by the applicant, landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: \.1 t2t 1=( r (c-21--A O Ft t.-.( - piv - ,I v�fl C-&-ig_i'-t t t Are you submitting a full replacement? 1 Yes 0 No If not what page# is being replaced? Two full sized copies of all revised/additiional information is required.Has this been done? In Yes 0 No Two 11"X 17"reduced copies of revised site or floor plan is required.Has this been done? 0 Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan r Building Plans 0 Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan O Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey(Boundary/Topo) O Mechanical Plan 0 Plumbing Plan 0 Other: \V/ SEP 1"8 2019 I' A. September 16, 2019 Anacortes Planning, Community& Economic Development Dept. 9 N I RE: Permit#BLD-2018-0280(1604 Latitude Circle 1 There seems to be some confusion if the correct set of plans were approved for this building site. Two sets of plans are provided for verification. They include approved revisions previously asked for. Jack Reinstra Landed Gentry -OAP ri A'Jj , MAY06 l Y CF mACOATES (061)\ )„, 0./✓ trr- April 29, 2019 17•-f Anacortes Planning, Community& Economic Development Dept. Attn: Rob Frisinger RE: Permit#BLD-2018-0280 (1604 Latitude Circle) We are replacing the previous set of plans for 1604 Latitude Circle with a complete new set, again. Even though the footprint did not change, enough of the plans did change to warrant a new set to avoid confusion. We realize this is the third set of plans, not counting revisions,we have submitted for this property. We are hoping it is the last! If you need anything further or have any questions please contact me. Thanks! Jack Reinstra Landed Gentry li T Y o, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT e M LG5 i 171its,,,tt! ITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET �� MailingAddress:P.O. Box 547, Anacortes, WA 98221 v`�-c e ,. Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360)299-1984, Fax: (360) 293-1938 ;a'i al information to your permit application. Permit/Project#: LTD-Z0(E, -028O Date: 4 - --- 0- ( 9 Project Name: P( 1r D 4P, 1J(.7{IT14-1LL,r11 Project Address: I�o4 LA-TM r p t c.L Project Contact: �3..p4K R. t�!S T 1J. Company Name: o e it--t. i r plc Contact Phone: 3 _.9 I t- Contact Email: ack I at . Has the permit been issued yet? izt.Yes 0 No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes 0 No FiPc What department(s)is this resubmittal/revision/additional information to go to? ❑ Planning Dept. fa Building Dept. 0 Fire Dept. 0 Stormwater ❑ Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. 71 No,the revision or additional information is initiated by the applicant, landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: l-,\ ---4a � r o— p( zt--(,S P H, ( T€-1 . pel E J t cos f7 curls G4-4- ciCti e_ cKQc_ i-f- -r0 w-J i� k is., co iriet,L4 tJ E [ , 1-+OWSv R. , 7OT1- .t t-h- Sri`fs t l sJt--'t c _ Are you submitting a full replacement? VI.Yes 0 No If not what page#is being replaced? Two full sized copies of all revised/additional information is required.Has this been done? .R Yes 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan , Building Plans 0 Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: c, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6rh Street, Anacortes WA 98821 ' Phone: (360) 293-1901, Fax: (360) 293-1938 May 20th, 2019 Jack Reinstra 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 RE: Permit BLD-2018-0280 Address: 1604 LATITUDE CIR Dear Sir: Thank you for the submittal of your Building Permit application. The Building Department has reviewed the Building Plans for structural deficiencies and has determined that additional information is required in order to proceed. Additional specialties within the Planning, Community, and Economic Development Department may have other outstanding concerns. Please provide the following information as soon as possible so that we may continue the review process: 1 Engineering for 16' retaining walls at garage. Please include calculations for vehicle surcharge. 2 Sheet A-3.4 references full height foundation at garage to house location yet sheet A-5.1 indicates a 12' retaining wall with unrestrained top with a 4' wooden retaining wall with an unrestrained base. The combined wall height appears to be 16' tall. Please clarify your intent. Engineering is to consist of calculations and criteria with a wet stamp and signature of a Washington State licensed engineer or architect. Thank you for your attention on these matters and I look forward to working with you on this project. If you have any questions please do not hesitate to contact me at (360) 588-8297 or by e-mail at robf(a�cityofanacortes.orq Sincerely, Rob Frisinger Plans Examiner/Building Inspector robf@cityofanacortes.orq Office (360) 588-8297 Cell (360) 391-1403 ana a 2c'zng ;1 a ,obi wr.to pubic 11s.1 sLm r :urrent;:ntc RCW 42 So fie= 50' 0, / ii MI / e>_ / 181-0" / 32'-0" / !_ al FLOOR PLAN NOTES. / 51_8" / /4'-10" 141-10" -2" / ii 1111 , , " , u „ " , " I " " r 3-9u / 3-9 I / 4'-I Fs / 3'-41:i / 3-osn / 3'-Ilys / 2'-8n / 3'-41u / 3'-41n / 3'-5h / 4'-31 " L 1 T I. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 24. PROVIDE MINIMUM OF 22" x 30 ATTIC ACCESS W/ MINIMUM OF 30 HEAD 15' 6�i" I6'-51s" ANDED GENTRY VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS. CLEARANCE PER IRC 801. USE PLYWOOD DAMS TO CONTROL CEILING / / / INSULATION REQUIRED 4" 16'-0" 244" HOMES AND COMMUNITIES 2. FRAME MAIN FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS e 16" O.C. i. TYPICAL. FRAME LOWER FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 25, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL. COORDINATE • 16" O.C. TYPICAL THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND "' LEVEL TRANSITIONS \ �C IX ham` 3. FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8 2x4 STUDS S 16" O.C. W/ P.T. OR CEDAR I/2" GYPSUM WALLBOARD BOTH SIDES. FRAME LOWER FLOOR INTERIOR 26. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING RAILING PER BLDR. (VERIFY) 6x6 POST WALLS W/ 104 5/6" 2x4 STUDS 6 16" O.C. W/ 1/2" GWB BOTH SIDES TYPICAL (2 TYPICAL) UNLESS NOTED OTHERWISE. 21. PER 2015 WSEC SECTION R406.2 ADDITIONAL ENERGY EFFICIENCY �v COVERED ,� REQUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S,F., LESS i DECK "- = rr � 4. FRAME GARAGE WALLS W/ 2x6 STUDS 4 16" O.G. (VERIFY HEIGHT OF THAN 5,000 S.F.) REQUIRES 3,5 ENERGY CREDITS. TO ACHIEVE THIS, v 0 �l' 0 16'-5„ x 9'-0„ 0 m WALL ON-SITE PER AS-BUILT FOUNDATION) THE FOLLOWING HAVE BEEN SELECTED FROM TABLE 406.2: z X OPTION Ia (.5 CREDITS): EFFICIENT BUILDING ENVELOPE (SEE NOTE *15 4 Si 5. PLUMBING WALLS TO BE FRAMED WI 2x6 STUDS s 16" O.C. SEE PLANS FOR INSULATION VALUES CC FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY I-IVAC EQUIPMENT. USE GAS CO CLEARANCE) FIRED FURNACE W/ MIN. AFUE OF 94% (USE CHAMPION GAS FURNACE - 3060 SH "IreOR EQ., VERIFY W/ BLDR. - W/ 55% AFUE). \ \ (3)306_SH (SEE NOTE *14) 1 (2)3060 SI-I (TEMP.)i \ \ 0 - 044 Li] 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE OPTION 58 (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER ���t� � - - - r-� 4x6 HF'2 (EA. WOW.) 4x6 HF'2 (EA. WOW_) 3080 FRENCH HEADS t KITCHEN SINK FAUCETS SHALL BE RATED 4 1.15 GPM OR LESS. I DOOR (TEMP.) a" ` 1, DIMENSIONAL LUMBER TO BE HEM-FIR '2 TYPICAL UNLESS NOTED ALL OTHER LAVATORY FAUCETS SHALL BE RATED 0 1.0 GPM OR LESS. (4x6 HF'2) 7 C4P 7 OTHERWISE OPTION 5c (1.5 CREDITS): EFFICIENT WATER HEATING, WATER HEATING • _ i I P ii Y [ QC. SYSTEM SHALL INCLUDE GAS WATER HEATER W/ MIN, EF OF 0.91 (USE I U. rn r 8. UNLESS NOTED OTHERWISE USE 4x6 HF'2 HEADER IN 2x6 EXTERIOR WALLS NAVEN NPE-18OA - OR EQ., VERIFY WI BUILDER - W/ UNIFORM ENERGY I 0 \ `fl / ILL, ABOVE DOORS AND WINDOWS W/ R-I0 (MIN.) INSULATION. USE 4x6 HF'2 FACTOR OF 0.96, RECOVERY EFFICIENCY OF 99%). I �x 0 lasd HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND 2640 SH _"1 �•�� I N WINDOWS U.N.O. SEAMS AND HORS. TO HAVE 1 1/2" MINIMUM BEARING lc I} If ' Y _ W TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER, 4x6 HF'2 0 I W o c^ \ ^ 1 SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) � Eil) _ 7n �Q" 36" ;ri 0 r 10 F' "MASTER BEDROOM I a a in 9, VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF I 4 a R 14'-I" x Il'-1" I VAUTED % z in v 0 © 9 ��� n. I (OVER-ALL) R Z z_ -� '' GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET 44.1 1 WALK-IN - C sl I LIVING a J w I - _. OI CLOSET s L I 16'-8" x l8'-9" 12 3 z m I` 10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, _ VI r , „ I L Q ` \ \ TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. BETWEEN STUDS. 9 • I MASTER BATH 3-0 I O F COORDINATE WI BUILDER/OWNER FOR LOCATIONS -" I - \\ I HLd) 2O \\ I a iv II. INSTALL I/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE N I 3'-0" 36" BI-FOLD in En 't I 15'-41 " I'a" z O \ WALL AND GARAGE SEARING WALLS, 4 5/8" TYPE-X GWB + GARAGE 1 I -5 /\ `n 84 10' " 3'-111 8 5" 8'-4" I '-IC" O CEILING I C \ VANITY f x / 1 / �' I Ti'12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE L LINEN ;� Q 3-0 M 34 1/2" HIGH 2x4 \ ' \ \ \ - (OPT. ARCH -� I STUDS a lb" O.G. , 13, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK 1 BELOW RAILINGS TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE SEE NOTE '19 ---.\ \ I --1- (VERIFY ON-SITE), I I I I VAUTED I W I I KITCHEN 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO 6'-St' 4'-3" 1'-5" 1'.65" 10 RY 1I COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR 9 / -Xl I-IX I I O'-4" x 14'-0' i O p CRAWL SPACE ACCESS - I 3 I i MANUFACTURER) STAIRS (SEE NOTES 'I8, VAUTED r IZ I •11 0IS. COMPLIANCE DATA FOR THE 2015 WASNINGTON STATE ENERGY CODE t Q •21 AND •24) �� DINING 0 IJ I I BluIRC CHAPTER II IS AS FOLLOWS: m r 14'-5" x 13-0" nIV iSLAB: R-tO o PERIMETER t UNDER ENTIRE SLAB v n 1 - 11' 3 Q m�Q IO WALLS: R-2I (R-IO MIN. o HEADERS, TYP.) Q • I I, a V Q I INT, BSMT, WALLS: R-21 m \ 1 E I FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH 15 MAINTAINED TO `fl w 0 1 I OUTSIDE FACE OF EXT. WALL) P B y 2 CAR GARAGE 1 VAULTED CEILING: R-38 z A ITI DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) 9 BO y + WINDOWS: U=.280 MAX, 'ct �� 3 GLAZING: 393.0 S.F. = 14.5% OF FLOOR AREASHELF t ROD 1 -SEE NOTE "II REFG. SKYLIGHTS: U=.500 MAX. 1 - PANTRY - - - - FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) \ GUEST REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF MECH. „ - - - THESE VALUES SEE NOTE *12 VOID 60 BI-FO_LD iJ� O?T. RCH a = m .1 �4 2-10„ III_ 4'-214" / 0 /r = 0 16, MINIMUM REQUIREMENT FOR ATTIC VENTILATION 15 AS FOLLOWS 1'-I15" 3' 4" 1'-4�" 1'-0y4" 6'-4ys" N Q 3'�Bys" 1'-1" (CALCULATED a I/300th OF ATTIC AREA): v I ' - r- m n / / \ W/O OPT, DECK ROOF: LL `0 ' G? I- U MIN. REQ'D: 1,011.36 SQ. IN. \ =I ^1•€ ;kV v 2 21-8" `t WO al ACTUAL PROVIDED: 1,436.30 SQ. IN, x I l04 '�' � _ fl \ N it 1 VENTED BLKG.: 116. 30 SQ. IN. (16 4 9,425 SQ. IN. EACH) ENTRY 't- STUDY r' RIDGE VENT: 120.00 SQ. IN. (60 L/F s 12 SQ. IN. PLF) `, LC ° ��� 'n W/ OPT. DECK ROOF: 1t n 1 10'-0" x 12'-0" - MIN. REQ'D: 1,142.40 SQ. IN. .n 4 9 °' ' 1/ (] } I IS" x 24" (MIN.) ACTUAL PROVIDED: 1b01,10 SQ. IN. \ \ \ I • a r s �Q r y CRAWL SPACE VENTED BLKG,: 191.10 SQ, IN. (84 s 9.425 SQ. IN. EACH) 5 I/8x18 GLB 24F-V4 DF/DF CONT. (SEE SHT. A3.3) I 0 PWDR.0 01 W ACCESS (SEE RIDGE VENT: 816,00 SQ. IN. (68 L/F o 12 SQ. IN. PLF) = V.T.O. L - - - ' a 1 w NOTE °IS) q o 4 _ 1 o f I1, SEE ELECTRICAL PLAN ON SHEET EI,I FOR LOCATION 4 SIZE OF EXHAUST 4x6 HF'2 4 HF'2 ;Cr =1 U FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY WI 2015 IRC MI5O3 N 4x6 HF'2 (EA. WOW.) ARE AS FOLLOWS: \ N. ICI-_- _ Isle -_- -__ - --I�I'I��I \-! KITCHEN: 100 CFM RANGE HOOD i 2640 SH 1650 I 1 (2)3050 S: PIG. (SEE NOTE 14) LAUNDRY: 50 CFM 80 CFM RECOMMENDED) I BATHROOMS: 50 CFM (SO CFM RECOMMENDED) I= PORC TEMP. I 1 'm 9 NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO 9 P.T. OR CEDAR VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS. VERIFY `fl (VERIFY) 6x6 POST I� 20'-0" x ::'-0" xI I in 9 TYPES t LOCATIONS OF ALL ELECTRICAL FIXTURES WI OWNER AND/OR WRAPPED PER I� I BUILDER BLDR. (3 TYPICAL) I I \ h 'II - \\ \ 18. INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL-SPACES/ATTICS �" STUART 3 TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PENETRATE 28" 9'-914" 9'•914" °/4" 19. MOUNT NWT ON PLATFORM IS" ABOVE GARAGE SLAB PER IRC 1301.3. 20'-0" 10'-0" LOWER LEVEL STRAP NWT TO WALL PER IRC M1301.2. PROVIDE OVERFLOW PAN t 4'-51s" '-lOys" 4'-1" 1'-214" •. 2'-8ys" 2'-0" 3'-1%" 3'-41<s" 3'-94" PIPING PER IRC CHAPTER 28. INSTALL T t P VALVE t PIPE TO >L / / / 1 1 EXTERIOR TERMINATION ^2'-O" ^ 16'-0" 2'-0" 6'-4" 4'-1" 5'-11" 2'-41g" 10'-9'h" .�- 20. VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAC CONTRACTOR / 20-0 30-0 MAIN FLOOR PLAN (MINIMUM BATH FAN ON TIMER OR 15E1 ICK) 50'-0" / 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/8" GWB AND PROVIDED W/ WEATHER STRIPPING GASKET MAIN FLOOR PLAN JOB NO: STUART LOWER LEVEL 22. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ. IN. AND PROVIDE READILY OPERABLE DAMPER. INSTALL SCALE I/4" = I'-O" 1,632 SQ, FT. DESIGNED: LG GAS FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER DRAWN: JR MANUFACTURERS RECOMMENDATIONS AND PER CODE 2,102 SQ. FT. TOTAL: DATE: 4/25/2019 23. 12 - 16 FIBERGLASS FACED GWB BACKER AT TUB/SHOWER SURROUND GARAGE: 480 SQ. FT. FRONT PORCH: 120 SQ. FT. SHEET BACK DECK: 148 SQ. FT. AL3 . 1. LOWER PATIO/DECK: 148 SQ. FT. WA min a 5O'-O" / / ii _ 18,/ /0" 32'-0" / 111 Ila / 15u 915' , u u 2♦_29"/ u 12'-3" n n / 2'-8" / I u " i 11 l lu i n u / 5'-I / 3'-4S�z / 3-41,9 / 3-II I5 i / 4'-115 / 3'-4lFi / 4-3 / / 2'-19 / 3'-51•z / 3-4!� / 3-41i / 4-3 / LANDED GENTRY / 15' b�" / 16'-51s" / HOMES AND COMMUNITIES 23" 8l-0" / S'-0" 24 P.T. 6x10 BEAM O e. \ X IX IX \'�\ P.T. 6x10 BEAM P.T. 6x1O BEAM P.T. OR CEDAR (VERIFY) 6x6 POST ` g�� ATTACH LEDGER TO END JST. (3 TYPICAL) '-----'- n ' ' W/ I/2" DIA. LAG SCREWS 23" / P.T. 2x10 HF'2 DECK JOISTS s I6" O.G. p DECK 6' ' CC "� 3 O,C. (2 ROWS STAGGERED) ' RAILING PER BLDR. 16'-5" x ''-0" • 1/2" (MAX.) SHTG. SEE R501.2 (SEE NOTE '13, SHT. A3.1) 1 [ - - O 4 TABLES R5O1.2 4 R501.2.I 4 L' -m" FIGURES R501.2.1(U 4 R501.2.1(2) (2)3050 SH (SEE 30b0 SH IJ J J L JL JL JL JL JL JL JL J L L J NOTE •14, SHT, A3.0 (TEMP.) (2)3060 SH Cc 7 1T IC'I it 11 In 1671 \ \ 11— Ini —11 l'il— Elf--It'll— IF \ \ \ ♦ 4x6 HF'2 (EA. WOW.) —� 3080 FRENCH 4x6 I-F'2 (EA. WOW.) --- PROVIDE HOLD DOLL N TENSION IDDOR (TEMP.) 1 DEVICE PER R501.2.4 4 FIGURE I 4x6 HF•2 I - R501.2.3(I) NOT LESS THAN !21 Q _ n LOCATIONS PER DECK, WITH! - I- J •4 1 2x6 FURRING s IC O.C. I 2'-C" FROM EA. END OF DECK. a `4 I W/ CAP (VERIFY) LL U ��4J�1..�{, EA. DEVICE SIHA_L HAVE 1,50D' iL (3)3050 SH CSEE ,8 Ip = W \ a MIN. STRESS CAPAC TY 0 0 _ NOTE '14, SHT, 43.1) Q W I fY 4_0 _ — \ ♦ L 101 IL]l 4 BEDROOM "2 \ p 1• Iv - Y L..� ? N 4xb HF'2 (EA. WDW.) ,J O U y -� m 1 I II'-9" x 12'-4" a/ d I W m I a 1 mom' 1 r N 1p - iv 3 Iry . - LL////J II 4 1 Q % r FAMILY ILL (L a I I ` IS i s "s 1 1 '-1" x 11'-3" 1 p \ r O x— I r I F m J 1J I 17 2 _o - U f a 1 p I r 2)12 HR'2 F_OOR JOISTS 16' O.C. �xk DP-LO2 FLOOR �lOIoTS 12" m.G t I BEDROOM M3 M 1 N I I • :* C? •.43" DEF EC-ION) ��� U _ 14'-5" x 10'-5" m I ?• I h V V d•, I= 2 \ c. 4x4 NF'2 d&x111-1 = I� n CMIN.) O �_2x6 FURRING ® 16" O.G. 1"t— O W/ CAP (VERIFY) in y'_g" 3'-lh" 4'-2" m 1'-3�" 3'-1�° b'-8'h° 3'-51^J" d' W4LL BEARING 2'_8' / - / I r al 7 \ 1 V CI �JLJLL )4. I v I m �l (2)2x12 i��� \ 1 r \ \ N I- i ono u$u — \ 2xl2 SOLID BLKG. BELOW x n LINEN d BRACED WALL ABOVE.-- v `J $ _ 1L \ h ?� 48" VANITY m w (SEE SHT. A3,4 4 DET. •2, _ 2x12 HF': FLOOR S J n a -i 3 Q , SHEET A2.2) JOI�JTB I6" O.C. W I- 4 `� p BATH O m '9 z v s O D. N -1 Q 0 in it 21 _8u i11 - ri �6 .0 ^ W W .t W -- \ - \ 4 -41$Y _ \ \ I--1 m �q z _ 2-8 W 1 m 1'-3 "i 13'-91.t" I I / WALL BEARING2 �� IRm — t / OVERLAP :LR. JSTS. 3" o IS" x 24" (MIN.) i t 4x4 IF'2 WALL/BEAM BEARING 4 CRAWL SPACE _ I I (MIN.) NAIL TOGETHER W/ '3)I0d = ACCESS (SEE a- l 1 l to UNFINISHED NAILS DER IRO R502.6,1 `' NOTE 'IS, SHT. 1- T - STORAGE/OPT, I TYPICAL c�v 43.I) i MEDIA ROOM I O - - - - I - OPT. MEDIA: 18'49" x 12'-10" I -i• I (ADD 266 SQ. FT.) 1 (2)2xI2 J 1 2x12 SOLID B - - - 1 LKG. BELOW _ _ _ _ - 1 if 1 r-1 N _-BRACED WALL ABOVE m I (SEE SHT. A3.4 t DET. '2, STORAGE I I SHEET A2.2� I O FURN. 1 n S I in \ co 18 x 24" MIN.) CRAWL SPACE \K— ACCESS (SEE NOTE '18, SHT. - 9 2x12 H°'2 FLOOR JOISTS s I6" O.D. - O v ' - \ \ \ \ \ I I I I I I 1 I I = I , I I '4 I I I 1 I I I I I I \ \ STUART 3 19'..e" •/ • 2I'-0" / LOWER LEVEL 20'-0" 30'-O" / / / 5 -0„ / / LOWER FLOOR PLAN & MAIN FLOOR MAIN LOO FRAMING PLAN LOWER FLOOR FLAN FRAMING PLAN SCALE: 1/4" = i'-O" SCALE: 1/4" = I'-O" 1,010 SQ. FT. (1,335 W/ OPT. MEDIA ROOM) JOB NO: STUART LOWER LEVEL f DESIGNED: LG DRAWN: JR DATE: 4/25/2019 SHEET A-3 . 2 WA