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HomeMy WebLinkAboutPermit File BLD-2021-0259 4310 Cherry Court (2) MIME O4oR CODS cD4MIMI e�� 11Y 0 '0c, 4, 1` e9 IMMEMMEMMEMMED R7 GMEMMEMMEMMOMMI NG C0 7ik FOUNDATION NOTES. GMEMMEMMEMMEMED ��,<, 4 * 6s`° LANDED GENTRY c'croFfELnt1.4se� 1. INSTALL PRESSURE-TREATED 2x6 (PT. 2x8 RIPPED TO 6" WHERE JSTS, HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT H 0 M F S AND C O M M U N I T Ik S 4 3"x3"x1/4" PLATE WASHER a 4'-0" O.C. ATOP FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3,5" TO 12" FROM END TYP. THROUGHOUT / 61'-0" / NOTES: 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 6 LOW POINT FOR -O 1. COORDINATE W/MECH. &ELEC. POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" / 49 / 12-O / FOR LOCATIONS&SIZES OF PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE I1'-6" I6'-6" 211-0" FOUNDATION/SLAB BLOCKOUTS. / / / / 2. 30x24 CRAWL SPACE ACCESS i--9-- 53/4" 15'-6i2" 53j4" PANEL(24x30 MIN)-PROVIDE METAL OR 3, 4x4 POST ON 9O* FELT, USE 4x6 POST AT BEAM SPLICE, CONNECT SIM, // // FIBERGLASS WELL AS NECESSARY. INSTALL POST TO BEAM W/ 1x4x16 GUSSET BOTH SIDES OR SIMPSON BC POST =� �A2•2 SOLID COVER SLOPED AWAY FROM BUILDING- CAP (VERIFY SIZE). CONNECT POST TO FTG, W/ SIMPSON 433 (OR EQ.) m3 j INSTALL 4x8 MIN. BEAM SET ON WALL PLATE NAILED TO POST AND POSITIVELY CONNECTED TO CONC, FOOTING BELOW \ \ r — ' r — 7 \ TO SUPPORT WALL ABOVE (OR INSTALL N IL I� �L+ I INTERIOR CRAWL SPACE ACCESS-VERIFY W/ 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING BUILDER&SEE PLAN) OF 1,500 POUNDS PER SQUARE FOOT I 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS (OR I 16x6 VENTS IN FLOOR DIAPHRAGM (VERIFY WI I I BUILDER). NUMBER PER PLAN. O 1'-4" x S" CONC, FTG, W/ (2)*4 REBAR CONTINUOUS - = I- 4. 12"WIDE THICKENED SLAB EDGE. EXTEND 0 6.1 I F I -0' 8" BELOW GRADE. I �- 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. OB 6 r CONC. FOUNDATION WALL W/ REBAR PER R404,1,3,2 4 IRC TABLE / I 404.1,2(1) - 404.1.2(S) 4 *4 REBAR CONTINUOUS 9 TOP ® t �2.2 O FLOOR JOISTS: OC 1'-8" x 1'-8" x S" CONCRETE PAD FOOTING W/ 4x4 POST ON 90* FELT (OR EQ.) I . I LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF \ \ 1 I I I 1 , 1 , 1 , C , \ \ \ ENGINEERED JOISTS ARE USED, MANU © 1'-2" x 1'-2" x 12" CONC, PAD FTG, W/ SIMPSON CBSQ66-SDS2 (OR EQUAL) 1 °� o I` o o o o o o o o o o o o o o o I, o o 0 1 • o FACTURER SHALL PROVIDE AND SUBMIT (CONNECTOR TO BE HOT-DIPPED GALV,) I r - ENGINEERED DESIGN TO THE BUILDING > I I DEPARTMENT FOR APPROVAL PRIOR TO O 4 I FABRICATION AND INSTALLATION. -CONC, SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY I W/ BUILDER) SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR = I I I I = FLOOR SHEATHING: O 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR I G © CZ 1. USE 3/4" CDX OR OSB STURDI-FLOOR T&G, FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) GLUE AND NAIL WI RING SHANK 8d's AT 6" 5i-O'i 5'-0" 5'-0" 5'-O" 5'-O" 5'-0" 5'-0" 5'-0" 5'-O" 4'-0" I . " ® EDGES& 12" IN THE FIELD. FACE GRAIN / / / / /- / PERPENDICULAR TO SUPPORTS. O OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG *4 REBAR 4" INTO CONC, I G 2. PROVIDE SOLID BLOCKING IN THE JOIST SLAB FROM FOUNDATION WALL 6, 24" O.C. TYPICAL. THICKEN SLAB 1 i i 1 i 1 i 1 i I i CAVITY BENEATH ALL POST LOCATIONS EDGE (IF NECESSARY) \ I :.4 - - - -Ni - - - -t - - _ E _ - - -; _ EIH _ — _ — _ .1BH_ — _ — -BH_ — _ —;_ -e—;_ - - -;_ -e—;- - • ® - — _ � - \ •p AND BETWEEN UPPER AND LOWER STUDS 4x8 HF*> I G -'\4 AT FLOOR TO FLOOR HOLDOWN LOCATIONS. HO POUR SLAB THROUGH DOOR OPENINGS TYPICAL SEAM (TYP.) 0' J I - 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT a I I INTERIOR BEARING LOCATIONS WHERE THERE (TYP,) 6 I I ISA LOAD BEARING WALL ABOVE. JO THICKEN SLAB TO 6„ AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR 0 A2,2 I G I I 4. IF ENGINEERED FLOOR JOISTS ARE USED, CONTINUOUS =� - c� �� �� �� I . A2,2 Q PROVIDE TIMBERSTRAND RIMS WHERE FLOOR m 1 �, 1 2xIC HF�2 FLOOR JOISTS 16 O,C, (TYPICAL) OR 9 I/2 I-JOISTS 16 O,G, (VERIFY) ------3--. I JOISTS BEAR AT EXTERIOR WALLS. OK 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL) -0I � I I I 5. CONNECTIONS: SIMPSON COMPANY OR EQ. 6. FIELD CUT ENDS, NOTCHES,AND DRILLED 0' • IS" x 24" CRAWLSPACE ACCESS OPENING (MIN. PER CODE) °' 41-0' 4'-0' 3-Si4' 4'-O" 3'-116" 2'-6i2" 3'-916" 23'-1° 4" I a ® ® HOLES OF PRESCRIPTIVE TREATED WOOD (VERIFY LOCATION) ® i L / / / / / I / T SHALL BE TREATED IN THE FIELD IN ACCORDANCE — - ' r :1- o WITH AWPAM4. * I a a . a a a a a FOUNDATION NOTES: OM II-0" x I -O x S CONCRETE PAD FOOTING W/ 4x4 POST ON 90 FELT I 2 _ — _ I j _ —I_ I I = _ 1 1 4x8 HF*2' 1 I r - B AM (TYP.) o -' I I4 THESE DETAILS REFLECT IaIno o i I A GENERAL HIGHER STANDARD THAN THAT NO 3'-O" x 3'-O" x 10" CONC, PAD FTG, W/ (3)*4 REBAR EA, WAY 8 = 1 O ® \ / Q r � ` \ = ALLOWED BY THE IRC. THESE DETAILS SIMPSON CB66 (OR EQ.) FOR P.T. 6x6 POST ABOVE (CONNECTOR `Q - (TYP ) N i 1 V - i4 INDICATE THE FOUNDATION AND REIN- TO BE HOT-DIPPED GALV.) O 18'-93/4" ``\' 2'-6 " 3-�3/4" ® 2 O I IN 1 Q O Q FORCEMENT REQUIREMENTS FOR THIS 1- / / /, SIM, I I Q ccl 1- PROJECT. THE CONTRACTOR MAY NOT OP 2'-0" x 2'-0" x S" CONCRETE PAD FOOTING W/ 4x4 POST ON 90* FELT I A2.2 USE THE IRC MINIMUMS WITHOUT WRITTEN (OR EQ.) 6) ,42 2 I a I OVERLAP FLR, JST6, 3' a O 4x8 HF*2 \' '/ i � ® I , I \ PERMISSION OF THE DESIGNER. WALL/BEAM BEARING 4 0 EA -, I \� I a NAIL TOGETHER W/ (3)IOd F _ 0 m FASTENERS: ra° NAILS DER IRC R502,6,1 i I METAL ELEMENTS INCLUDING, x O TYPICAL ©� X I N 1 1 I a CONNECTORS, MUST USE HOT-DIPPED i I GALVANIZED METAL WHEN IN CONTACT ° ----,4x8 HF42, �. - y . . I 1 a I WITH ACZA PRESSURE TREATED MATERIALS. I - - — -;— AM CTYfi ,) 1 SEE 37/SP1 - - � - - - � - � - - - - - - - � E O 1 a �� [R319.3]/ 4 - L I I I I I I I I I I I Q /- I O 1 1 © I > 1 ..42.2. CITY OF ANACORTES 1 (TYP ) I o 0 \ IaI PLANNING AND BUILDING DEPT: 7 I 4'-0" 4'-0' 3-8%4' 41-O" 3'-1i2" 3'-3" 2'-1114" I ' 23'-9k 12'-2V/ " _ 1 / 1 / / / / / / i' 1 / 1 ° • APPROVED PLANS � 1 1 w ' I a I 1 1 I ,CO 0-O I I� (I) REVIEWED FOR CODE COMPLIANCE 1 1 O 1 I ' 1 BLD-2021-0259 a 1 N 10 1 � = I a �®to ADDRPERMITESS:#: 4310 Che ry Ct - lot © al 1 ' APPROVED BY: 7I.- I►�I 2-16d PLATE TO STUD o ----, 4x8 HF*2 r 1 (P I a SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT ° BEAM (7l P.� I_ o /�+ U+o . �+o . v+o . �+o . U+o o 3 BE ALTERED WITHOUT AUTHORIZA ON. MINIMUM 24 IN.WOOD \ 1, • — - — - I'-' - IA_®- - - - - \ I I I STRUCTURAL PANEL - ,� 6-O'I 6-O'I i i, 1 r' A2,2/ J H I a 1 / / L/ - r 1 Fire area: 4339 square feet. O I I /� /� 1 T �2 2� I A A� I 09 -1 Residential sA Fire flow at prinkler klesrant # 96em p2 er 13D ORIENTATION OF STUD t I Q I \�/ \'`"�/ 1_ I r \ \ - \ h y p 16d NAIL @12"o.c. MAY VARY AS ALT. 1 �� I - 1 J ,° I O \ V I > D . > D . > o I 1 \ \ NOT REQUIRED GYPSUM WALLBOARD 1 J o L 1 4 r 1 I COVER SHEET INFORMATION SIM, 1 0' ® SITE ADDRESS: 4310 CHERRY COURT �Y� � `4 m * ® 9 1 1 ® ® '(;) PARCEL *: PI35448 OPT. NON-STRUCTURAL LAMM 1 42,2 1 LOT * 2 FILLER PANEL I-- 1l HD LOT SIZE: 15,404 SQ, FT, 5/16"-1/2" CONTINUOUS WOOD \ - + LO Qir-I- LOT COVERAGE: 2,109 SQ. FT. (%) 6d COMMON (SUBFLOOR, WALL) STRUCTURAL PANEL \ = \ \ \ IMPERVIOUS COVERAGE: 3,611 SQ, FT, 8d COMMON NAIL(ROOF) BRACED WALL LINE m0 % OF IMPERVIOUS COVERAGE: 23.4% EDGE SPACING 6"o.c. 83/4" 13'-51/2" �3/4" ALT STUD INTERMEDIATE SUPPORT 12"o.c. / / / 1I'-O " 14'-I1" 23'-0 1/2" CORNER DETAIL 3'-101," 16'-3" 3'_1O " ' 1'_41," g'-3" -41," G I B RALTAR 1 _ / / �, / / / / / 3/4" = 1 -0 / 12-0 / 13-0 / 24-0 / 12-0 / 61'-O" / / FOUNDATION PLAN FOUNDATION FLAN SEE ENGINEERING NOTES SCALE: 1/4" = II-0" 4 DETAILS ON SHEET S-1 JOB NO.: GIBRALTER DESIGNED: LG DRAWN: TP/JR DATE: 4/05/2021 BUILDER TO VERIFY ALL DIMENSIONS, CONSTRUCTION TO SHEET COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE, 2018 UNIFORM PLUMBING CODE, 2018 WASHINGTON STATE ENERGY A.2 . 1 CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. ••=I SEE FOUNDATION PLAN FOR aimmi �4', JOIST SI.ZE AND LOCATION SIDING PER ELEVATION GRADE NOTE: 1 4 r0 Y . {iy SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. MEM 3/4ATHING GLUE& CONT. RIM 3/4"T&G SHEATHING GLUE 1/2" GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. P'PORTING MEMBERS imimmimmi 2X6 PT SILL &NAIL TO SUPPORT MEMBERS 2X6 SILL Y � �< P.T.2X MUD SILL 1/2"GWB r� ' 891 ��' � 1/2" EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE L ANDED GENTRY ��� `gCOR .`` BACK OF FOUNDATION WALLS AT 3/4"SHIM 5/8"X10"ANCHOR BOLTS, EMBEDED 7" INTO 4"CONCRETE SLAB ON 2" R 21 BATT �r°FIELvx, SIDES FULL WIDTH OF GARAGE CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 GRAVEL BED DOOR SO DRIVEWAY SLAB CAN 2X6 STUD WALL P.T. 2X SILL CONT. HOMES AND COMMUN I T I ES \ 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X '1) \ 1/4"THICK WASHERS. MIN. (2)A.B.'S PER / $ ; gg SLOPE RUN INTO SPACE1/2" EXPASION BOARD BOARD[R403.1.6.1] 4"CONCRETE SLAB ON 2" 1 #4 BAR CONT.AT TOP 12" � ° 7 1/4SLOPE GARAGE SLABGRAVEL BED ( ) o°o0 0 0- 8" MIN/12"W/FOUND. a o o_o_o_ CONTINUOUS FOR POSITIVE ��� E VENTS '' — II— DRAINAGE AWAY FROM - '1 ° 6"WIDE CONC. STEM WALL ° > 2% SLOPE ) STRUCTURE z ° a ° ° UP TO 4' 6" HIGH: GRADE - gggggggogggg%%%gggggggg%k,ggggogog g W/#4 BARS 48"o/c HORIZ. & a ° —\ \ FINAL GRADE ` <��1� to I I , ioioio lolol #4 BARS @ 48"o/c VERT. ° = 4" RIGID TIGHTLINE SEE GRADE z DOWNSPOUT DRAIN, 6 MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH o.-mka-o.'. dm.'a.'i.-0-.,0;. —I f TIE TO STORM SEWER BARRIER °a :' ° POINT OF SLAB I IA I I— I I—III I —I I I— I —I I I— I I Z NOTE ® 1/2"X 10"ANCHOR BOLT o I—I I I—I I I--I I I—I I I—I I I—i II. BELOW ®po ° , , 111 SEE DETAIL 1 FILTER FABRIC ° FILL TO BE GRANULAR MATERIAL 00 _ O FILL T BE RAN LAR I I_ ---_ ,II II I III Sao ° a °.� O G u , ' ,:x!Y.!Xv COMPACTED TO 95% MATERIAL COMPACTED TO 95% ° as 4" RIGID PERF. FOOTING s, SEE DETAIL 1 FOR ' !=� � / 6 MIL BLACK VAPOR ° ° o °y �j-j-!j�j=j= _ a0 q' FOUNDATION CALL-OUTS s ° SEE DETAIL 1 FOR \ ° BARRIER co -- .L. DRAIN,W/ 12"MIN OF a PM:W ,. ° SEE DETAIL 1 FOR ib�_ 1.,. DRAIN ROCK COVER,TIE well", FOUNDATION CALL-OUTS 16"WIDE X 8" DEEP CONC I I TO STORM SEWER �� FOUNDATION CALL OUTS FOOTING W/(2)#4 BARS 3"CLEAR TYP. CONT. t 5" i 6" 5" t GARAGE/RESIDENCE GARAGE O. H . DOOR GARAGE WALL NOTE: DETAIL IS DRAWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" 2 = �3 4 AT HIGH POINT OF THE 3/4" 1'-0" PERPENDICULAR FLOOR JOISTS 3/4" = 1'-0" 3/4" = 1'-0" SLAB 1 — JOISTSBEAR ON FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING 2X PT SILL-MODIFY TO \ - FULL FOUNDATION STEM 3/4" PLYWOOD SHEATHING SEE FOUNDATION PLAN FOR WALL THICKNESS 5 JOIST SIZE AND LOCATION 3/4"T&G SHEATHING GLUE& 5/8"X10"ANCHOR BOLTS, EMBEDED 7" INTO 1 '� -4T R 38 NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 N R.96 INSULATION 2X6 SILL PLATE 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X FLOOR JOISTS(SEE PLAN) FLOOR SHEATHING (1)#4 BAR CONT.AT TOP i I \ \ 1/4"THICK WASHERS. MIN. (2)A.B.'S PER 4"x8"#2 H/F BEAM \o BOARD[R403.1.6.1] 1X4 STRAPING EA. SIDE SEE FOUNDATION PLAN FOR 2X SOLE PLATE co JOIST SIZE AND LOCATION \— _ GRADE 4X4 POST 4"x8"#2 HEM/FIR BEAM °' 8cam.°° — SIMPSON CS16 BASE WITH COMP. \ \ w \ 4" RIGID TIGHTLINE ROOF SHINGLE TAB. 4"x4"#2 D/F POST @ 5' 0"o.c. N ct TOP FLANGE HANGER DOWNSPOUT DRAIN, w/4-16d NAILS BASE PERPENDICULAR JOIST BLOCK OUT FOR ► - Q HOT DIPPED GALV. — TIE TO STORM SEWER @ APPLICATION: FLOOR FAU DUCTS N FOUNDATION STEM WALL ' I ' z — _ LST12 BASE WITH COMP. JOIST BEYOND W/TOP 6"WIDE CONC. STEM WALL — g z FILTER FABRIC ° ROOF SHINGLE TAB. FLANGE HANGER- TO MAX HGT OF 4'-6" HIGH: - W/#4 BARS 48"o/c HORIZ. & c ]. a ° 1/2"ANCHOR BOLT @6'-0"o.c. PROVIDE 2X6 P.T. \ Co J 4" RIGID PERF. FOOTING BLOCK UNDER HANGER #4 BARS @ 48"o/c VERT. \ ° a ° °° ° \ - w/NUT AND 3"x3"x1/4"WASHER FOOTING Q� DRAIN,W/ 12"MIN OF „�;�„,,,,,s,,,,,�,,,,,,,s,,,,,,A 6 MIL BLACK VAPOR ° o DRAIN ROCK COVER,TIE ° ° \ A o I 16 8" PARALLEL JOIST APPLICATION: ° ° ° co ao1-#4 BARS HORZ. (TYPICAL) / / / \ BARRIER ,.a" . TO STORM SEWER a ° ° \ \ \ p / 54" MAX / SPACE FIRST FLOOR JOIST MIN 12"OFF 12"WIDE X 6"DEEP CONC 3"CLEAR PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. FOOTING W/(2)#4 BARS / / CONT. 5" 6" 5" / PER PLAN / 2#4 EACH WAY / / / TYPICAL FOOTING CONT. FOOTING DETAIL 8 UTILITY BLOCK OUT 5 FOUNDATION DETAIL WHEN 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-O" GARAGE SIDE ELEVATION BEAR ON FNDN WALL. (TYPICAL) NOTE. DOES NOT APPLY IF JOISTS JOISTS DROPPED DOWN ABU66 Hydrant Flow Test F port G '' Test Date 514/ 0 1 Test Time 8: 0 AM � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT IJ Location .Tested by � `gCOR DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 GRADE GRADE 4306 Cherry Court Mark Taitario Office Location: 904 66 Street, Anacortes WA 98821 z \ Anacortes, WA 98221 Commercial Fire Protection, Inc. Phone: (360) 293-1901 a° 17199 Bennett Rd Instructions for Printing Digital Plan Review Documents -= =- - . co Mount Vernon, WA 98273This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review \ ° ° _ process, in response to COVID-19, for those who wish to reduce contact or reduce natural resource use. If you have (360) any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments 8" you have to improve this system. 'ER PLA 16"x 16"x 8"CONC. FTG. / / W/(2)#4 REBAR EA.WAY Notes Read Hydrant COLUMN DETAIL Hydrant #062 92 psi static pressure It is the applicant's responsibility to provide copies of all 9 Booster pump operates during hydrant flow. 35 psi residual pressure approved submittal documents for use on the job site. 3/4" = 1'-0" In accordance with 2018 IFC Table C102.1 , this test hydrant elevation may be used to satisfy a maximum of 1750 gpm. • Documents with color or with approval stamps are to be reproduced in color, or black and red. Flow Hydrant(s) • Documents shall be provided in full size, and to scale. Pitot • It is advisable to protect the documents from inclement weather. Plastic Outlet Elev Size C Pressure Flow sleeves are available upon request. SHEATHING 1/2"OR 7/16" SIDING SEE ELEVATIONS #1 3,5 0.93 22 1595 gpm • All drawings, engineering, surveys, and supporting documents are —ice GALVANIZED FLASHING required to be on the job site at the time of inspections. If documents P.T. 2X8 LEDGER w/SIMPSON Flow Graph are not available, the inspection will be cancelled. After the second (2)SDS 1/4"X3"HDG @ 12"O.C. - w/ 1/8"PILOT HOLE MAX. 1 00 cancelled inspection, a re-inspection fee will be charged. G I B RALTAR �� SIMPSON HANGER TYPICAL 8.6 )_ : <. HOT DIPPED GALV. 1 gpIl al BSIBe sure your packet includes: �I PROVIDE HOLD DOWN TENSIONi� .' DEVICE PER R507.2.4&FIGURE _ • Permit......:..........:.,..........w... R507.2.3(1)NOT LESS THAN (2) _pLOCATIONS PER DECK,WITHIN • Permit Inspection Card, print on heavy stock if possible. This will need to last the 2' 0"FROM EA. END OF DECK. FOUNDATION DETAILS ATTACH LEDGER TO END JST. _ duration of your project. W/1/2"DIA. LA SCREWS (2 EA. DEVICE SHALL HAVE 1,500# _ ROWS STAGGERED)& 1/2" , °° GRADE MIN. STRESS CAPACITY psi • Site Plan (MAX.)SHTG. SEE R507.2 ° I I P.T. JOIST SEE FRAMING PLAN 40 . -- - •- • All Drawings &TABLES R507.2&R507.2.1 & I 'FIGURES R507.2.1(1)&R507.2.1(2) ,, °d -r � - • Stormwater Plan or SWPPP FOR SPACING PER JST. SPAN 20 L • Engineering, if included in submittal =, po • Landscape Plan JOB NO.: GIBRALTER s a ,> . `;, , I I I I , , , , , , , , , , , •• Any other supporting reports or documents DESIGNED: LG o n 0 500 1000 5..i' 2 Cf..r,C 2500 DRAWN: SD/TP/JR Being properly prepared with the necessary plans on site will allow our DATE: 3/02/2021 g p m inspectors to complete your inspections. We appreciate your assistance. DECK LEDGER DETAIL _ SHEET I1EI 3/4" = 1'-0" A_2 , 2 ••=I 111111111. ,oOR''-4 c°QOfi` ELAN NOTES : MIND _ Il 40 � NL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 29. TO COMPLY W/ 2018 WSEC SECTION R406,3, MEDIUM DWELLING UNIT (1,500 - 5,000) S.F.), , et, 891 -�'IIFY DIMENSIONS SHOWN ON PLANS, DO NOT SCALE OFF DRAWINGS, 6,0 ENERGY CREDITS ARE REQUIRED, TO ACHIEVE THIS, THE FOLLOWING OPTIONS HAVE T n T� 4/4, ic0 lis `moo BEEN SELECTED FROM TABLES 406,2 8 406.3: L A N � I , � GENTRY cr AME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS a 16" O.G. SYSTEM TYPE 2 (1 CREDIT): HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIP- rOFIELI) ' MENT LISTED IN TABLE C403,3,2(1)C OR C403,3.2(2) TYPICAL. H () M H: S AND C: C) MMUNI '1" I l~;S OPT, 1,3 (,5 CREDIT): EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 FOR INSULATION VALUES, 3, FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS e 16" O,C, W/ OPT. 3,2 (1.0 CREDIT): AIR-SOURCE CENTRALLY DUCTED HEAT PUMP W/ MIN, HSPF OF 9,5, I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. USE 1-TRANE 3 TON FORCED AIR GAS HYBRID HEATING 4 COOLING SYSTEM (INCLUDES 1-TRANE 19 SEER HEAT PUMP 4 1-TRANE S9V2 HIGH EFFICIENCY GAS FURNACE - 11 HSPF COMBINATION) 4, FRAME UPPER FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 16" O.C. OPT. 4.1 (.5 CREDIT): ALL SUPPLY 4 RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC TYPICAL. SHALL BE DEEPLY BURIED IN CEILING INSULATION IN ACCORDANCE WITH SECTION R403.3,1 OPT. 5.6 (2,5 CREDITS): EFFICIENT WATER HEATING, ELECTRIC HEAT PUMP WATER HEATER W/ 5, FRAME UPPER FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS m 16" O.C. W/ A MIN, UEF OF 2,9, UTILIZING A SPLIT SYSTEM CONFIGURATION W/ AIR TO REFRIGERANT HEAT I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. EXCHANGER LOCATED OUTDOORS. USE SANDEN SANCO2 GAUS-315EQTD (OR EQ. - VERIFY W/ BUILDER) 6, FRAME GARAGE WALLS W/ 2x6 STUDS 16" O.C. (VERIFY HEIGHT OF OPT. 1,1 (.5 CREDITS): APPLIANCE PACKAGE, DISHWASHER, REFRIGERATOR 4 611_0u WASHING MACHINE TO BE ENERGY STAR RATED. DRYER (NOT PROVIDED) TO / / WALL ON-SITE PER AS-BUILT FOUNDATION) BE ENERGY STAR RATED, AND VENTLESS (W/ CONDENSATE LINE) W/ A MIN, CEF RATING OF 5,2, / 49-O / 12-O / 1, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS e 16" O.C. SEE PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR / 21'-3%2" / 21'-5. " / CLEARANCE) , „ " " ., " " „ / 6-9 / 13-O / -6 / 6-3 / 4-4 / 4-4 / 6-S / S. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE 11'-9" 16'-O" 211-3" / / / 9, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL UNLESS NOTED 234" 15'-61" 3/4" OTHERWISE // /2 - mr`" N 10, UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS \ A • _ - — - — - _ - _ - _ - _ - _ - _ - _ _ \ ABOVE DOORS AND WINDOWS W/ R-1O (MIN.) INSULATION. USE 4x6 HF*2 6x12 DF-L*2 (,407T DEFL.) OR HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND 5 1/8x12 GLB 24F-V4 DF/DF WINDOWS U.N.O. BEAMS AND HDRS, TO HAVE 1 1/2" MINIMUM BEARING P.T. 6x6 POST TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER (2 T(P•) I SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) I PATIO 0 I 16'-0" x S'-0" o' O 11, VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET A4,1 - I 1- 12, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, I I TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. BETWEEN STUDS, 5046 XO 1 906.10 SGD (TEMP.) W/ 1 2PW COORDINATE W/ BUILDER/OWNER FOR LOCATIONS 4x12 I-1F*2 I 9010 TRANSOM ABV, W 3050 SH 5050 PIG, 3050 SH \ \ ❑ \ \ I [ \ 1 - \ \ \ \ 13, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE • • ' S 1/Sx1O 1/2 GLIB24F-V4 DF/DF 4x6 HF*2 4x10 HF*2 4x6 HF*2 WALL AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB e GARAGE 1 1 , CEILING TYPICAL r - J 1 DW 1�2" T I �d 71 KS -II KS - / `t cn 14. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING HARDWARE I I cv =U I KITCHEN O H o_ \4 15, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312, DECK RAILINGS I 12'-0" x 16'-6" _ \ TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE (VERIFY ON-SITE). I 9'-4" s O O / I ,r v =0 , 16, EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO I ( ) \ _ �' N COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR I 3 I I r "`} _ \ \ MANUFACTURER) O 1 0 O 4 Q 11 - w m DINING II V O N _ s z I I cv 14-6 x 13-I 4VCO : \q II. COMPLIANCE DATA FOR THE 2018 WASHINGTON STATE ENERGY CODE 4 r 1 O 4 = r LIVING w=� I 0 0 IRC CHAPTER 11 IS AS FOLLOWS: O N I l� O O I - = 4 m 20'-I" x 1�'-Z° `t O o <T_ FLOOR: R-38 lee I eel U _ == z WALLS: R-21 + R4 ci 0 I I N N n LU LU .l FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO m m 0 \ 4 u_Z c) I OUTSIDE FACE OF EXT. WALL) , m c j „ „ „ , 0 4 '" 1_ 11 -10 6-10 2-10 3-9%z 2-OII 3E VAULTED CEILING: R-38 / I / _ / I� _ \ \ DOORS: U=,200 MAX, (ONE DOOR UP TO 24 S.F. EXEMPT) / 4'-314" / 1'-63/4" / m \ 1142" HIGH WALL —_U O WINDOWS: U=,250 MAX, GLAZING: 411,0 S.F. = 12,5% OF FLOOR AREA =ry �++ UJ/ NDUJD, CAP = cam'\ cn FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) Z 11 .- O I I (TYP,) _ _ 71 REFER TO 2018 WSEC CHAPTER 4 4 IRC CHAPTER 11 FOR VERIFICATION OF } REFG. ,, -\ I I v O 1PJW m THESE VALUES U 0 N �\ - = \ N •� W ii)-, ry I \ \ \ \ 18. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS \ I I =a 1 N * �; - (CALCULATED a I/300th OF ATTIC AREA): 4x6 HF*2 � IT (3( I Q LI N4 _ MAIN FLOOR ROOF: = =ry = UI I = m _1 I O (i ~O \ 2x6 - �ry " PANTRY S V �" = O ul _ _ _ MIN. REQ D: 12,406 SQ. IN, >1) ccl ' I n I Z I F = ACTUAL PROVIDED: 195,40 SQ. IN, �Q �' nl 41 \ co(11 I"' SEE NOTE *13 G NWT 1 3'_0" VENTED BLKG,: 15,40 SQ, IN, (8 m 9,425 SQ, IN, EACH) 3'-11 " 1E • r I (- 18° x 24" = 1 11_ ' O / - �1� _ w n �ry PLATFORM 18" I (OPT,) \ p RIDGE VENT: 120.00 SQ. IN. (10 L/F 6 12 SQ, IN. PLF) '� - SHELVES - O �`� O I CRAWL- _ `QI BOLLARD PER .1- MIN. x UPPER FLOOR ROOF: \ \ ` m 1 N SPACE ABV, CONC. SLAB °��� REQ'D: 913,36 SQ, IN, ry Ji m *21) 1RC M130�,3,1 - I ACCESS (SEE NOTE LU 1 ACTUAL PROVIDED: 1,239,30 SQ. IN, 0 BATH ,`� m } _ VENTED BLKG,: 339,30 SQ, IN, (36 e 9,425 SQ, IN, EACH) \ X ' m = \ \ , , (VERIFY O -�I A- RIDGE VENT: 900.00 SQ, IN, (15 L/F e 12 SQ, IN, PLF) m '\ 0 cN O O = 3 0 x = 30 N ' �ry IF .� LOCATION) [Q 1 ail 3rd CAR GARAGE ROOF: ' i 4 41 O in _ Q VANITY _ II SEE NOTE MIN, REQ'D: 126.12 SQ, IN. O x /) ry m Ox W 121 �9 `t c() 0 I I I-I \ II *20 z ACTUAL PROVIDED: 251.10 SQ. IN. cm c LINEN 0 2'-S" IL f 1 3 CAR GARAGE 1 01 VENTED BLKG.: 113.10 SQ, IN. (12 9,425 SQ, IN. EACH) r -11 1 1111 RIDGE VENT: 144,00 SQ, IN. (12 L/F m 12 SQ, IN, PLF) \ \ \ = \ = \ 35-O x 21 -6 0 U1I O PATIO ROOF: S'-1" �, 3-3" t �ry 6'-10" SH, 4 ROD 3 �ry 0 N MIN, REQ'D: 64,44 SQ, IN, / / CLOSET iD �., I ACTUAL PROVIDED: 219.40 SQ. IN. �� F = = = cs' = VENTED BLKG.: 15.40 SQ. IN. (8 9,425 SQ. IN. EACH) m 1 0.% = _ - - — - — t— - — - — - — - — - — - — - — - � - — - - ,1 \ VENT-A-FLASH: 144,00 SQ. IN. (16 L/F 9 SQ. IN. PLF) (� O ='HNO 5 1/Sx25 1/2 GLIB 24F-V4 DF/DF 3 ' in m - (KI 5'-0" B -FOLD ,�0 SEE HANG JOISTS (2,5" MIN, BRG,: ,35" DEFL ) r - 6x6 POST r 19, SEE ELECTRICAL PLAN ON SHEET E1,1 FOR LOCATION 4 SIZE OF \ • = ENTRY 4I 3'-33/4" /3'-O OR 5 1/Sx2-1 GLIB 24F-V4 DF/DF (2.5" MIN. BRG,) EXHAUST FANS, LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE Ul 0_ i- MUD NOTE *14 STATE OF WASHINGTON VENTILATION 4 AIR QUALITY CODE 4 IRC M1501,4 = / V 0 m (LI ARE AS FOLLOWS: = _ _ \ O'_'' ROOM - I a KITCHEN: 100 CFM RANGE HOOD STUDY `'' cr il LAUNDRY: 50 CFM 80 CFM RECOMMENDED) m I1"-I" x 13'-0" N J �'' BENCH N = 1 4 BATHROOMS: 50 CFM (SO CFM RECOMMENDED) 4xIG HF*2 4x6 HF*2 ' = 1 ~01 NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO \ - \ U \ m�� c1' VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS. VERIFY 1650 PIG, _ 1 -11 KS-TYPES 4 LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/ORPIC, /\2020 - BUILDER O TEMP. ��' lS KS- 4x12 HF*2 FLR, LINE FLR, LINE 20, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS 1 <T_ ABV, ABV, \c)'_O" x S'-O" OVERHEAD N N TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR l r O 4x6 HF*2 EA. WDW. 1 5 1/8x16 1/2 GLIB 24F-V4 DF/DF GARAGE DOOR ' CEILING THROUGH WHICH THEY PENETRATE X - iv \ \ (2)3050 SH \ PORCH T 16'-0" x S'-O" OVERHEAD GARAGE DOOR \ \ 21. MOUNT HWT ON PLATFORM IS" ABOVE GARAGE SLAB PER IRC SECTION M1301.3, / \ N 4" CONC. SLAB cv \ STRAP HWT TO WALL PER IRC SECTION M1301.2. PROVIDE OVERFLOW PAN 4 I = PW I * 2PW * 2/PWI PIPING PER IRC CHAPTER 28, INSTALL T 4 P VALVE 4 PIPE TO EXTERIOR - 0 - I Z EXT, Z I 2PW TERMINATION Q ' P.T. 6x6 POST WRAPPED PER Q I x x 1 BUILDER (2 TYPICAL) GI B RALTAR 22. WHOLE-HOUSE VENTILATION PER IRC M-I5O1,3. WHOLE HOUSE FAN LOCATED 1 IN LAUNDRY ROOM (VERIFY W/ BUILDER) \ _ \ R X \ 23, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/5" 0 GWB AND PROVIDED W/ WEATHER STRIPPING GASKET (NI 24. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT 23/4" 13,-5 'I 2g�4n LEAST 6 SQ, IN. /CLEARANCES AND COMBUSTIOND PROVIDE READILY AIR PER BLE DAMPER. INSTALL // // MAIN FLOOR PLAN GAS FIREPLACE W MANUFACTURERS RECOMMENDATIONS AND PER CODE / 11 -6 1/2" / 13-I1" / 23-6 / j'-111 "/ 2'-51 " /2'-0"/ 3'-33/4" / 3'-Oi4" / 25. 12 - 16" FIBERGLASS FACED GLUE) BACKER AT TUB/SHOWER SURROUND / 4'-33/4" / 3'-412" / 4'-354" / 6'-S" / 6'-4" / 4'-0" / 16'-0" / 4'-0" /I'-6"/ 9'-0" )'-6"/ 26, PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30" HEAD JOB NO.: GIBRALTER CLEARANCE, USE PLYWOOD DAMS TO CONTROL CEILING INSULATION / 12-0 / 13-0 / 24-0�� �, 12-0" / REQUIRED DESIGNED: LG 61'-0" 21, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL, COORDINATE / / DRAWN: TP/JR THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL TRANSITIONS 3/24/2021 MAIN FLOOR FLAN TOTAL: 3,295 S.F. SHEET 28, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING GARAGE: 181 S.F. SEA ENGINEERING NOTES SCALE: 1/4" = 11-O" 1,392 SQ, FT, FRONT PORCH: 135 S,F, 4 DETAILS ON SHEET S_1 BACK PATIO: 128 S.F. A- 3 . MIME FOR CODE C,D GOMM t° VC Y O VA{ 49'-O" tt .i'• CAW 1., � u � u i n � u / 15-5 / 6-S%2 / (o-3 / 20-(off / N��,�, 1891 �-l ) , . 2'-6" 3'-91" 5'-3i2" 4'-0" 4'-0" 1'-3" 4COR 6`° A / / / / / / L ANDF, D GENTRY .rO FIELD 114°' H0M ES AND COMMUNITIES PATIO ROOF LINE BELOW r -I I I I I I I I I I I I I I I I I I I SO L J — I'W 4010 XO 4x6F*2 1I (3)3020 PIC. \ \ \ _ _ — _ V _ — _ _ _❑H _1_ `-1 1--1 1--1 \ \ \ \ \ SHELF ROD 1- 4x6 I-1F*2 EA, WDW. 1 = 6x�36" 4 Ill4 /"�u'Lr� I— cv ...cp 1- cal 0I ' i '_ VAULTED ;n = N N \ i WALK-IN CLOSET "'\ 1'-3i2"f, \ \ MASTER BEDROOM W w 0 i r to 2'_S 20 -I x 14-9 0 *1' N - -O W c`' \ 4 = ` m mI— I \ - \ _ _1 ~ } d - Oz L - - , „ MASTER BATH Ct w Cu " I, = SHELF ROD o- 2-8 RIDGE a CEILING _ `� _ I O\ \ \ _ _ U ' 30" BI-FOLD �" 0 0 2 <t Oi in Q y ct) p 84" VANITY in l(Ju- wW L _ ,-, 6' _ _ Q w I w LINEN clic7 clic7 22"x30" ATTIC \ [)_ 3 4 ZO Ill— q1.0 W d- �" IL C.0 1 .* ACCESS (SEE - 0 E :- W - BEDROOM *2 `� m d I u \ \ , , NOTE *20 4 *26, N' i = _ O N 13"-4" x Ill-0" r 0 U I i / 3-1 j, 5-5 ile -O li di, SNT. A3.U 2-O / /c1) Cr) \ c �X o I co �cv 6, 4'-9" 4'-3" 5'-5" 4'-S" 13'-5i2" 4 �O \- L # 1- I cn1 1' f 2'—S° 0 W L — m I� z =" '� O_ \ ' \ \ \ \ \ �t1 i �� i �� k" _t IL fY -. FURN. 1 k" - -4 I IT> 6-21/s -10ri 2-4� IT _t .Q W (�1 _ cp i� '� �v / / cn 4 U N 4 _ 0 m = k_ _ \ _ = fa � � _ w, WALK-IN �,� v , `� = �4 \ _ \ / \ �" - Q u01 0 r 1 \ I I CLOSET \ # 0 W 9 -' m2_S = „a , I W BEDROOM 3 ' • _ U 0 BATH Q; r r I I I - = 13"-O" x 11'-2" 'm 0 \Q 0 O � 02 O 0_ 0 m z �- L - - y I O I zO 1r p 0 0 a STORAGE L O v.1 42" VANITY —= �O, m \ 1_. _\_ _ \ _ \ N\ - nl1n I ° ,7 LINEN OI - 6► 1� I - N �" (N2 3'-11.. S'-11" 5'-1" 10 6i\ \ \ 6V _" r �' m / / 3 3 I J I I = r 2'-0" ' 1 m I 1 " I 0 ' H 3-5i2 � r ' 1 W I F in II ° 1 = \ SHELF 4 ROD \ \ 3'-5i2" 3'-Oi2"1 4'-1 i2" I = = 5'-3" 5'-1I 1/2" 5'-3i2" Q 5-o TUB I fY / / / / I� `I \O = „ �" CLOSET ` W/ SI-LOWER SO L 1 d VAU 1 TED • w� \ kst 0) m I 12" BI-PASS\ \ 0 rILL LFT p 0 `" / 4-1 4-4 2-6 W 13 -4 pc 15-O r0 - _ z 14 14 OVEIRALL El = _ _ ,_ `;� (� _" dJ 3'-7r2" / S'-II" _ry 1./ I _Iin I I- G N Z W I d 1 4 WINDOW SEATN 4 ° }I 4xIO I-4F*2 LAUNDRY GUEST/BDRM *4 } �J° Q 1 — 12"-3" x 10'-1" BATH I 1 I♦ (0O40 PIG. = �" \ 0I SO L IPW W D 07 i O �: Z I = _10 I - c� 3 d d O.,e I� Q 1 J <7 9 '� \ 2030 PIC. 2030 PI . \ \ 4x6 HF*2 L I 4x6 I—IF*2 I HF*2 4x6 I—IF*2 \ \ �- \ 4x6 HF*2 \ LI I^—\— 4x6 HF .--N N (2)3050 SI4 'WALL LINE (2)3050 51-1 WA L LINE A IPW I IPW BELOW (SEE NOTE *16, IPW B LOW ak I 1 IPW SNT. A3.1) I IPW I 1 EXT, EXT. I I I I L J PORCH LINE BELOW / 4'-5" / 4'-5" / j'-6")-5" 4'-354" 3'-4 " 4'-354" 2'-I" S-10' 2'-I" 3'-11" I'-(o" 4-1054" 3'-4 " 4'-10544" 2'-11" 1 2'-6" / / / / / / / / / / / / / 12'-0" 13'-0" 5'-5" 13'-2" 5'-5" / / / / / / 49'-O" / -/ UPPER FLOOR FLAN SEE ENGINEERING NOTES G I B RALTAR SCALE: 1/4" = 1'-0" 1,S03 SQ. FL 4 DETAILS ON SHEET S-1 UPPER FLOOR PLAN JOB NO.: GIBRALTER DESIGNED: LG DRAWN: TP/JR DATE: 3/24/2021 SHEET A- 3 . 2 M•=I QFDR CODE CDMI 41, ��ti VC 0 A{ 4 , .i" CAW /6 4o Amok Nc�✓� 4C0 *%, `off LANDED GENTRY D FIELD H () M F, S AND C: () M M U N 1 T 1 H;S IK El 6xI2 1DF-L*2 (.45" DER-) OR 5 I/Sx12 GLIB 24F-V4 DF/DF I I I I I I I I I I I I I I I I I 4x12 IIF*2 , 5 I/Sx1O 1/2 GLIB 24F-V4 DF/DF 4x6 14F*2 4x10 1-1F*2 4x6 1-1F*2 1 -N lL 7 x N N_ X N N N N I II I 01 2xI2 DF-L*2 JOISTS 6 12" O.C. OR 11 v8" I-„OISTS ' 16" O,C, (VERIFY) 1 f I I OVERLAP FLR, JSTS, 3" 6 WALL/BEAM BEARING 4 — N T — NAIL TOGETHER W/ (3)IOd — IL i NAILS PER IRC R5O2,6,1 II - LI , ` BEARING POINT I TYPICAL — r II 1— (2)2x12 11 r LJ 41I LJLJLJLJLJ 1 L_ 4x6 1-IF*2 n71n71n7117 IPinn77 6xI2 DF-L*2 -� I BEARING WALL (HANG JSTS,) F = _ _ = BEARING WALL OPT. I; \ DOOR 1 i 11 I Ix BEARING WALL- o N , _ I.r n N o� * 2x12 HF*2 JOISTS la" O,Ga OR 11 �� 2x12 HF*2 JOISTS a 16" O.C. OR \ _ 1 0 11��/S" I-JOISTS 6 16" O.C. (VERIF`rµ) (2)2x12 HF*2 O 11 /S° I-JOISTS 16" O,C, (VERIFY) N v 4x10 HF*2 N (HANG JST ,) ('__ ' T 1_1 1_1 1_1 1_1I _It_ 5 I/6x25 1/2 GLIB 24F-V4 DF/DF 1771 1771 1771 1771 1771 HANG JOISTS (2.5" MIN. BRG.: .35" DEFL.) OR 5 1/Sx2I GLIB24F-V4 DF/DF (2,5" MIN. BRG.) BEARING WALL - - = - BEARING WALL _I I__I I—J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J U , - u } (a aL 2x12 HF*2 JOISTS e 16'j/O,C, OR 11 1/S" I-JOITS e 16" O,C, (VERIFY) - - J 1 `�' \ E - / o - an - — / _ � i C`1 (�l L J1 � N N �x 4x10 I-IF*2 4x6 I-IF*2 N N e n 4n \ 1L Q _I1 11 1L � L L � L � L - - - 4x12 HF#2 - - 2x12 2x12 : 2x12 4x6 1-1F*2 4x6 1-1F*2 5 1/5x16 1/2 GLIB 24F-V4 DF/DF (GARAGE R. BELOW) I I IV * I IL ILla u u u / /5-5 13-2 5-5 I x x1 I I•4 'DI I R. 1 LIFF)EIR FLOOR FRAMING FLAN SCALE: 1/4" = 1'-0" G I B RALTAR UPPER FLOOR FRAMING PLAN JOB NO.: GIBRALTER DESIGNED: LG DRAWN: JR DATE: 3/02/2021 SHEET A-4 . 1 M•=I O4oR CODS c MI D� MI .L"- CAlpie Tt. 4o R7 INMID II 74, e }� \ `PG 1891 Ay Z '��4coIP'6sQ '\ L ANDE, D GENTRY Tp ‘1.4 11-011 II-0" HOMES AND COMMUNITIES / / / / $EE NOTE *9 \ ROOF FRAMING NOTES: \ 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- TURER. PLAN AND PROFILES(IF APPLICABLE)ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS \ PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. I0 DS \ DSO 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT 1'_O" FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- / / ATION. 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED I I (� �I OUT BY DESIGNER. TRUSSNOTES : 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS TO BE SPECIFIED BY TRUSS MANUFACTURER. 1, ENGINEERED TRUSSES a 24" O.C., SPAN 35'-6" 15" TAILS ONE I 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED END ONLY, EXCEPT 6 TRUSSES W/ IS" TAIL BOTH ENDS, HANG I EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE FROM GIRDER TRUSS WHERE SHOWN F CLG. RIDGE BELOW 1 _Oi FRAMING MEMBERS (UNBLOCKED). FACE-GRAIN PERPEN- DICULAR TO SUPPORTS. USE METAL"H"CLIPS (VERIFY)AT / / UNSUPPORTED EDGES. 2, ENG'D GIRDER TRUSS, SPAN 241-0", NO TAILS 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- 3, ENG'D GIRDER TRUSS, SPAN If-0", 15" TAIL ONE END ONLY �� SEE NOTE *1 \ \ SEE NOTE *10 \ LOCATI IOR , INTERIOR SHEER WALLS, HIP AND VALLEY ONS 4, ENG'D TRUSSES 6 24" O,C,, SPAN 241-0" 15" TAILS I 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR VENTILATION. 5, ENG'D MONO-TRUSSES 6 24" O.C,, SPAN 1'-6", 15" TAILS (OR USE 2x4 RAFTERS 4 CEILING JOISTS 6 24" 0.C, - VERIFY) I 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- EDGE OF VAULTELQCEILI�IG = = = \ ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH �� L I t T - - END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) 6. ENG D TRUSSES e 24 O.C., SPAN 12-O , 15 TAILS �4 _, OPS TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON �\ HANGERS. -1. ENG'D MONO-TRUSSES 6 24" O.C,, SPAN 11-5 1/2" 15" TAILS (OR USE 2x4 RAFTERS a CLG. JOISTS 24" O.C. - VERIFY W/ BUILDER) RIDGE LINE _ _ _ _ _ 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS AND FLOOR BEAMS. S. ENG'D TRUSSES 6 24" O,C., SPAN 131-I1", 15" TAILS, CLIP 2 TRUSSES 5 1/2" 0 EA, END W/ NO TAILS, 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. 9, ENG'D MONO-TRUSSES 6 24" O.C., SPAN S'-0" IS" TAIL / SEE NOTE *11 11. PROVIDE CONTINUOUS RIDGE VENT. / 10, ENG'D SCISSOR TRUSSES e 24" O.C., SPAN 35'-6" IS" TAILS ONE 12. SEE PLANS FOR HEADER SIZES. END ONLY, HANG FROM GIRDER TRUSS WHERE SHOWN (SEE TRUSS / \ 13. ATTIC ACCESS NOTE: PROVIDE MIN. 22"x 30"ACCESS PROFILE). / \ PANEL. SEE FLOOR PLANS FOR LOCATIONS. /2x4 2x4\ \ 11, ENG'D TRUSSES is) 24" O.G., SPAN 221-0", IS" TAILS / 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. / I \ \ 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY /I/ 2x4 2x4 \ \ RIDGE LINE LESS NOTED OTHERWISE. TRUSS ENGINEER AND/OR MANUFACTURER, PLAN AND PROFILE SHOWN / I I I \ ARE DESIGNERS CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/ / lu 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS I 2x6 n I 2x6 I ` WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 TRUSS ENGINEER AND/OR MANUFACTURER ^ \ �.i ' C1 I I I "4< PSF LIVE LOAD ON BOTTOM CHORD. �/ �� v, I I 0 I I I 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE y�, 24 2>d4 `�< Pv t I 2x6 x I 2x6 I I f�ti TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING ,-� / ' LU I ` � �� I I N I I I I COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE tip( _0 I �'�/ / / I I I I I I I \ 1i-0" TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- 4k'/ 2x41 Q 1 2x4 I ti I I 2x8 I I 2x8 I I I / / ING OF METAL PLATE-CONNECTED WOOD TRUSSES / I 1 m / 1 I 0 I I i I I I I I I I I = = / L_ _1;L_ _1,12' _I,L_ _1,L_ _1 1�\ \ / _I,L_ J;L_ _I,L_ _I,L_ _I,L_ _I L_ _I,L_ _I,L_ _I,L_ _L L_ \ _ _— / wl SEE NOTE *3 \ \ x �/ 4-` x / SEE NOTE *2 I DSO ZI ` C•4 v - N i W I _ DS - 1i-6il '� ^` 9 o w O / r/ I - / �`,,,,,, / - / w 111 In l'3 / I .//P < �/ / N fk \ LEI ti� \ 1 �\ - 4 i \ — `p ODS �I X II I I 1 1 1 ` 1 I S z 1 \ I \ I \ \ —\ <N, 11 I I 1 i 'r SO W I \SEE NOTE *-1 SEE NOTE *5 R� Ia iQ c-v I' 0 0I \ \ \ I1 . ^` w Q 2x4 RAFTERS 6) 24"" O.C. 1 w 1'-O" 1'-0" SEE NOTE *-I X/6 -3� 6/A' `� ,( / BELOW SISTERED TO / % 6x6 END BM, (TYP.) 21-414" -1'-31/2" 21-4' FLR. JSTS. ' 16" O.C. / / / / / 2x6 RAFTERS a 24" O.C. �O VALLEY LINE \ (VERIFY W/ BUILDER) I 6x6 DF-L*2 BM. (SEE II SHED ROOF DET, BELOW) JP -6 / II-6"/ NOTE: SHED ROOF FRAMING BELOW ' MAIN FLOOR (SEE FRONT ELEVATION) ROOF FRAMING ELAN 2x6 RAFTERS fit 24" O.C. - „a_____------- - ENGID TRUSS SCALE: 1/4" = 1'-011 12 2x6 BLOCKING 8y / g� 2x4 LEDGER 2x4 BLOCKING I 12 5/4x6 FASCIA --g'_ �� -HANG FROM HOUSE 6 . 6x6 DF-L*2 BM, G I B RA LTA R (HANG BETWEEN S/4x6 PRIMED SPRUCE END BEAMS \ 4 % 'IP -2x6 STUD WALL 12 6x6 END BM. \ 1,-0'" / / ,'-43i4" ,1-43i4" 6x6 (MIN.) BRACE ROOF FRAMING PLAN (SCREW OR NAIL - -6"/ 20-3" / 14'-9i2 5i2'// -6"/ INTO STUD) �� CRAFTSMAN 1 35'-6' / / TRUSS FDROFILE #10 JOB NO.: GIBRALTER SCALE: 1/411 = 11_0 11 SHED ROOF DETAIL DESIGNED: LG SCALE: 1/211 = 1'-011 DRAWN: TP/JR DATE: 3/02/2021 SHEET A-4 . 2 IM•= 1 iiIN 10 o, 01N,CODE 0 RIDGE BOARD �`w��G11 Y 0A{ NI 7y OVER-FRAMING PER PLAN 12 11 N 7 'D GIRDER TRUSS 6 . LANDED GENTRY 1 ,4, x x S N" HOMES AND COMMUNITIES ENG'D TRUSSES e 24" O.C. -ENG'D TRUSSES e 24" O.C. 2x4 VENTED BLKG. ATTIC INSUL. PER - ENG'D MONO-TRUSS 24" O,C, 12 a NOTE *11, SHT, A3.1 5/4x8 S1S2E FASCIA R. x - I I \ ' i II 2x4 STUDS 0 I 16" O,C, W/ - 3/4" T 4 G SUBFLOOR 5/8" GYP. BD. I/2" GYP. BD. (VERIFY TYPE) ON WALL BEYOND 4 IN FOREGROUND - I P �°j 2x6 STUDS 16" O.C. EA, SIDE ITY .) 2xI2 FLOOR JOISTS. 11 GRADE 4 SPACING m PER PLAN OR 11 -1/8' I ENG'D TRUSSES 6 24" O.C. I-JOISTS 6 16" 0,C, 6 l . 2x6 RAFTERS SISTERED TO F.J. a 2x12 BLOCKING (VERIFY) 16" 0.C. (OR ENG'D MONO-TRUSSES I II 0 24" O,C.) W/ VENTED BLOCKING f d — 2x4 VENTED BLKG. (BEYOND $ IN FOREGROUND) 'I I I' 1 `Ir _ 5/4x8 S1S2E FASCIA BEAM PER PLAN -1/2" GYP. BD. - ------.4„. 5/S" TYPE 'X' GYP. BD. 2x6 STUDS 6 16" O.C. W/ INSUL, 5/5" TYPE 'X' GYP. BD. _ Ah, PER NOTE *17, SHEET A3.1 1/2" HIGH-DENSITY OR 5/S" TYPE 'X' -01 -1/2" HIGH-DENSITY OR 5/S" TYPE 'X' GYP. BD. 0 GARAGE BEARING WALLS 3/4" T 4 G SUBFLOOR (VERIFY TYPE) GYP. BD. 0 GARAGE BEARING WALLS ON 2x1O I-IF*2 FLOOR JOISTS 6 16" O.C. 2x6 STUDS 0 16" _u=1n _In=nt O.G. 4" GONG, SLAB PER FOUNDATION - 2x6 0STUDS 16" O.G. OR 9 1/2" I-JOISTS 0 16" O.C. (VERIFY) 4" CONC, SLAB PER FOUNDATION -2x6 STUDS 016" O.G. �� PLAN, TO SLOPE I/S" PLF MIN. W/ INSUL, PER NOTE *11, SHEET A3.1 PLAN, TO SLOPE I/S" PLF MIN. - TOWARD GARAGE DR. TOWARD GARAGE DOOR 4" PERFORATED DRAIN = ° ° ° -III- 11�'C -1II III II 111 I= 6" CONC, FDN, WALL /-II III A v:LIP a 4x8 DF-L*2 ON 4x4 POST ON 6" CONC, FDN, WALL -ma--u1 _-II III PER FOUNDATION PLAN PERFOUNDATIONP n-ul -III=1n�� -ul=n1 ��11 III 90* FELT (OR EQ.) ON CONC, 6 MIL, VAPOR BARRIER 16" x S" CONC. FOOTING - THROUGH-OUT CRAWLSPACE PAD FOOTING PER FDN. PLAN 16" x 8" CONC, FOOTING PER FOUNDATION PLAN PER FOUNDATION PLAN SECTION 6 GAI'AC E/LIVING SECTION 6 3-CAR GARAGE SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" SIMPSON A35 FLOOR SHEATHING @ 48"O.C. 12 �� 2 X TREADS 6 . II ' 3/4" PLYWOOD RISERS ENG'D TRUSSES 6 24" O.C. M..."-- 11 WITH SHANK NAILSIN EACH @ 2x4 VENTED BLKG. WOOD BEAM III STAIR STRINGER ATTIC INSUL, PER 5/4x8 SIS2E FASCIA 7-----NOTE *11, BHT. A3.1 :`1 I 2x6 STUDS 016° O.G. W/ " 2 X STRINGERSVI INSUL, PER NOTE *11, 5/S GYP, BD, III SHEET A3,1 3/4" T 4 G SUBFLOOR = 2x4 STUDS a NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4" MAX. ENG'D TRUSSES (VERIFY TYPE) ON I6" O.C. W/- AND TREAD WIDTH 10" MIN. LENGTH (TYPICAL). 2xI2 FLOOR JOISTS, I/2" GYP. BD, NOSING PROJECTION SHALL NOT BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" 24" O.C. GRADE 4 SPACING - EA. SIDE (TYP.) V I x x PER PLAN OR 11 l/S" I-JSTS, e 16" O.C. ENG'D MONO-TRUSSES STAIR D E TA I L (VERIFY) 0K2x12 BLOCKING 6 24" O.C. 1 N.T.S. g , x x J N II / -1/2" GYP. BD. -BEAM PER PLAN I I BEAM PER PLAN I 1/2" BLANK PANEL I = SOFFIT (VERIFY) P.T. 6x6 POST ,A I WRAPPED 3/4" T 4 G SUBFLOOR (VERIFY Tali MIN. 3/4" PLYWOOD RISERS m 2x6 STUDS 16" O.C. PER BUILDER. I I TYPE) ON 2x1O HF*2 FLOOR �_ , WITH (2) 16d RING SHANK I JOISTS 16" OR 9 1/2" I-JSTS. ` P.T. 6x6 POSTS NAILS AT EACH STAIR GIBRALTAR 4" CONC, SLAB 116 O.C. (VERIFY) W/ INSUL. C'0 BLOCKING � PER PLAN $ STRINGER PER FDN, PLAN PER NOTE *17, SHEET A3,1) Q I N 4" CONC. SLAB �� ° ° -1i1-ni PER FDN, PLAN \ o° M ° � _ �I 2 X TREADS III—III 'p ' , /-111-111 ° ° -111=Ill „ =III=111 2"x12"STRINGER �11-1I. o 0 0 0 0 BUILDING SECTIONS 6 GONC, FDN, WALL 'P v a a -11i-III ° PER FOUNDATION PLAN -I nl �In-III -u1- -1n-ul � 1—:: o 4" PERFORATED 16 x 8 CONC, FOOTING 6 MIL, VAPOR BARRIER 4x8 DF-L*2 ON 4x4 POST ON 3-16d NAILS ° DRAIN PER FOUNDATION PLAN THROUGH-OUT CRAWLSPACE 90* FELT (OR EQ.) ON CONC. PAD FOOTING PER FDN. PLAN y SIMPSON H5'SAT32" JOB NO. GIBRALTAR 2"x4" 16"o.c. STUDS O.C., STUD TO STRINGER DESIGNED: LG DRAWN: TP/JR SECTION 6 ENTRY/DINING DATE: 3/02/2021 SCALE: 1/4" = 1�—O" STAIR DETAIL L 2� SHEET N.T.S. MAID O4oR CODE co � 11 4 1TYOVA{ tL1C`� �� 9� MGM . R7 ll N - _ - G 891 wo� LANDED GENTRY c'I'ro FIELD t1.4se� HOMES AND COMMUNITIES IIV SIDING PER ELEVATION WALL SHEATHING HEADER ♦:♦: SEE STRUC. R 10 INSULATION ♦N.* CAULKING NIP,� �/ METAL'Z' FLASHING ♦�♦� 2X6 WINDOW TRIM VINYL WINDOW FRAME 12 ROOF PITCH �♦�♦ WINDOW FLANG PER PLAN •� WINDOW FLANGE 2x4 VENTED BLOCKING �IIIII _ 5/4"WINDOW TRIM @ FRONT& BACK ELEVATIONS ONLY(VERIFY) 5/4x6 SIS2E CEDAR OR PRIMED - 5/8" TYPE "X" GYP. BOARD VINYL WINDOW FRAME SPRUCE FASCIA (VERIFY W/ BUILDER) -(2)2x6 TOP PLATE LI 11 WALL SHEATHING STUD WALL SIDING OR BATTS WINDOW HEADER WINDOW SILL 1/2" GYP. BOARD SCALE 3" = 1'-0" SCALE 3 1 -0 3/4" T 4 G PLYWOOD OR OBIS SHEATHING (VERIFY) ON 2xI2 FLOOR JOISTS (GRADE 2x6 PLATE 4 SPACING PER PLAN) OR II VS' I-JOISTS WINDOW WEATHER STRIPPING x (VERIFY) 1. INSTALL BUILDING WRAP PER MANUFACTURERS 2x12 RIM JOIST (VERIFY W/ BUILDER) INSTRUCTIONS WRAPPING INTO OPENING. ( 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM (2)2x6 TOP PLATE CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS -1/2" GYP. BOARD RECOMMENDATIONS&BEDDED IN CAULK. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER 2x6 STUDS iD 16" O.G. 1/2" GYP. BOARD TOP OF TRIM.° 7. CAULK BOTTOM, SIDE, &HEAD TRIM TO WINDOW FRAME I/2" PLYWOOD OR OSB SHEATHING AND SIDING. (VERIFY * FLASHING TO BE UNDER BUILDING PAPER CONTINUING W/ BUILDER) W/ SIDING PER UPWARD. ELEVATIONS 2x6 PLATE 2x10 RIM JOIST (VERIFY W/ BUILDER 3/4" T 4 G PLYWOOD OR OBIS SHEATHING P.T. 2x6 PLATE W/ I/2" DIA. x 10" (VERIFY) ON 2x1O FLOOR JOISTS (GRADE 4 SPACING PER PLAN) OR 9 1/2" I-JOIST ANCHOR BOLT 4 3"x3"x1/4" PLATE WASHER 45" O.G. (VERIFY) I I 6" CONCRETE FOUNDATION WALL W/ sEEA5.1 REBAR PER FDN. PLAN, R403.1.3.1 4 FOR HEADER DETAILS 4x8 HF2 BEAM ON 4x4 POST 14x6 IRC TABLES 404.1,2(1) - 404.1.2(8). FOR . • -SPLICE) ON 90* FELT (OR SIM.) ON \ \ . FDN. WALLS TALLER THAN 48 , USE 4 VERT. REBAR W/ 3" HOOK INTO FIG =III=III=III=III D PAD FTG, PER FOUNDATION PLAN 48' O.C. :r : 16 x 8" CONCRETE FOOTING W/ 4" PERFORATED DRAIN IN � ` � s REBAR PER FDN. PLAN 4 R403.1.3.1 z FREE-DRAINING GRAVEL BASE =111=111=I11=111 z LU a o O ink 0 0 ro TYPICAL WALL DETAIL SCALE: 1/2" = 11-0" GIBRALTAR WALL DETAILS 9'-1 1/8" TYPICAL WALL SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL JOB NO.: GIBRALTER DESIGNED: LG DRAWN: S D/TP/J R DATE: 3/02/2021 SHEET I•al II O4oR CODE Cp 1111 " 1TYnor1: tL1C`� Awe 9iimo R7 4, 1891 c w °� LANDED GENTRY fro FrELn HOMES AND C O M M U N I T 11-i,S BUILDING INEIGI-IT ELEVATION NOTES: VARYING E COMPLIMENTARY COLORS COMPOSITION ROOFING WILL BE USED FOR THE TRIM AND THE (VERIFY TYPE COLOR DIFFERENT BUILDING MATERIALSLS ON BLANK PANEL SIDING 12 W/ BUILDER) THE FRONT ELEVATION W/ Ix2 BATTENS 6 16" O,C, 6 (VERIFY W/ BUILDER) - - - - - - - - - - - 5/4x8 SIS2E PRIMED SPRUCE INSTALL A SILL WHEREVER STONE/ _ - - BARGE BOARD W/ 1x4 TRIM BRICK VENEER IS INSTALLED 1 1 1 1 1 , 1 1 1 1 1 1 a TOP EDGE (TYP,) UPPER FLOOR PLt, HGt_ LAP SIDING (VERIFY TYPE 8 EXPOSURE W/ BUILDER) WDW, HDR, HGT, - 1 1 METAL ROOFING - (VERIFY LOCATION - - W/ BUILDER) [1 N p 5/4x4 CORNER TRIM L - `4 m Ico f 1 2xIO TRIM BOARD W/ 1/2" CHAMFER TOP EDGE L 1 f 1 5/4x 6 S1S2E PRIMED SPRUCE FASCIA W/ 5" (SEE DET, "A" THIS SHT,) 7 -,.___----------- CONT, PAINTED METAL O UPPER FLOOR LEVEL _ GUTTER (TYPICAL) MAIN FLOOR PLT, MGT. - )e \ 1 WDW, HDR, - - - J SHED ROOF ASV, WDWS, 4 WHERE SHOWN (SEE DET, ON SHEET A4,2) WALL MOUNTED LIGHTS O 1 — a GARAGE DOORS 4 AT al 1 ° 5/4x6 DOOR/WINDOW TRIM ENTRY (4 TYPICAL) (ALL SIDES TYPICAL) - - - - - - - - - _ 1 1 N - _ _-_ _ _- _ _-_ _ i _ _-_ - - - - - - - - - - - - - - - - - - - _ - - - - _ _ _ _ _ - _ _AVERAGE-EXISTING GRAD_E - - MAIN FLOOR LEVEL - - - - - - - - - - SLAB a GARAGE DOOR _ I - - - - - - APPROX, EXISTING GRADE P.T. 6x6 POST WRAPPED APPROX, FINISH GRADE PER BUILDER (2 TYP,) FRONT ELEVATION SCALE: 1/4" = 11-0" BUILDING HEIGHT 16L 2x TRIM W/ 1/2" N ,k— CHAMFER SHEATHING TOP EDGE PER PLAN - - - - SIDING PER 12 �. PLAN 8 / L 1 L 1 L 1 DETAILA . SCALE: 3/4" = 1 -0" m r 1 CP N SIDING PER PLAN - - - PRIMED SPRUCE G,1, FLASHING 1 L 1 L CAP (OR EQ.) MASTIC-APPLIED SHEATHING STONE VENEER PER PLAN r 1 r 1 PER PLAN 7 7 GIBRALTAR DETAIL SCALE: 3/4" = 1'-0" APPROXIMATE FRONT & RIGHT ORIGINAL GRADE I - FINISH GRADE ELEVATIONS OPTIONAL DOOR 3-CAR GARAGE Cl (VERIFY W/ BUILDER) JOB NO.: GIBRALTER DESIGNED: LG RIGHT ELEVATION DRAWN: TP/JR DATE: 4/05/2021 SCALE: 1/4" = 11-0" SHEET A-6 . 1 MIDI 4o oi QFOR CODE(. � fr 4ti AliYA{ M 1891 N��✓' 4C0 V:%, `o� LANDED GENTRY O FIELD HOMES AND COMMUNITIES / ` - I L J I 1 [ I I I 7,/ I , \\ I f 1 f 1 f 1 I 1 1 I SACK ELEVATION SCALE: 1/4" = 1'—O" — — —L J f J f 1 f 1 L J I 1 G I B RALTAR BACK & LEFT ELEVATIONS 3-CAR GARAGE C 1 1 1 I JOB NO.: GIBRALTER DESIGNED: LG LEFT ELEVATION DRAWN: TP/JR SCALE: 1/4" = 11-0" DATE: 3 02 2021 SHEET A- 6 . 2 LUME�I1�lC CCONT�1»: �.`z�<,,o ), oNERAL NOTES : �'C)) CY1 105. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE amen ammumm r PER IRC CHAPTER 29 amisimmo :E�',4i�,4TION: FLOOR FRAMING (CO1�TIl ): aIIMIIIIIIIIIMIIIIIIIIIMIII Y 891 109. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401.2 I Ay %,< 4Co � LANDED GENTRY -iv, EFORE STARTING ANY SITEWORK CALL 1-500-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN OFIELD HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRG SEC. 502.1 ] HOMES AND COMMUNITIES 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BAGKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF ' I BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO MECHANICAL. PER IRC 201E SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC. 502.4 1 EAMSAND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN I I/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE [ IRC SEC. 502.6 ] APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111.1 / NFPA 541.1.1.1 ] 21, DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYP, (U,N.O.), UNLESS NOTED OTHERWISE USE 4x6 WF*2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,1), NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56, ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN WI 4x DEPTH, BEAMS AND HEADERS TO HAVE 1 1/2" MIN. BEARING TYP. U,N,O, SEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. G2411.4.I / NFPA 54 ] BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDERS DISCRETION. CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING. 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- LOCATION 4 LOADS IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC. 311,1 ] [ IRC SEC. 503.2.1.1 ] TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62, ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1, GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY, CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC. 311,1 ] THAN I/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1,5 OR LESS 4 BE WIRED TO A TIMER OR 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ASV. THE EAVE OR DEWUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS [ IRC SEC. 806.2 1 THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS. BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS [ IRC SEC. 311,1,3 ] 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS I IRC SEC. 311,1 ] I IRC SEC. 802.10.2 ] QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC. 311 ] 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN. DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS [ IRC SEC. 802.10.3 ] BATHROOMS: 50 CFM MIN. 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA. OR GREATER STEEL BOLTS) I IRC SEC. 311.3.1 ] 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC. 802.10.4 ] DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC, I /� I p 311,1,5 ] 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R3O1.5 ARE PRESENT (TRUSS WAS' �-4II GTOIV STATE ENERGY COI:DE COMPLIANCE: III I ENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING : (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) p EXTEI`IOR SMELL: 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER 11) IS AS FOLLOWS: 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS FLOOR: R-38 WALLS: R-21 W/ 92 5/5" 2x6 STUDS e 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/5" 2x STUDS (PER PLAN) 0 16" O.C. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/5" 2x4 STUDS e 16" O.C. W/ 1/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 9 16" O.G. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=.280 MAX. TYP, UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=.50O MAX. SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN HEATED OR UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. 4 EXHAUST 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC. 103 ] DUCTS MIN. R-4 (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS CORNERS, FITTED AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY: DOORS/HATCHES TO CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR THROUGH WHICH THEY PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK 4 INTERIOR PLUMBING PIPES 9 EXTERIOR WALLS. REFER TO 2018 WSEC CHAPTER 4 4 IRC CHAPTER 11 FOR VERIFICATION 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET [ IRC SEC. 319.1 ] OF INSULATION VALUES (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS NAILS EA, SIDE [ R602.6.1 ] THAT EXCEED THE 2015 WSEC) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR 132. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34. INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48 A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV. THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR 35, CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE, WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE [ IRC SEC. 310 1 DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN 1" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV, LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 53. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 1S% MORE BRACING THAN AS REQ'D ABOVE [ IRC SEC. 801 ] VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602.9 AND 602.10.11.1 ] 54. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT [ IRC SEC. 401.3 ] MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.1(1) AND R602.1(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT GROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 ] 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC, 103.2 ] 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTLI STORIES LE TR GAUIPLUMBI AIED. ALL HOLES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAG PENE- 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC. 315 ] TRATIONS, OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602.3.2 1 SINGLE TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86, PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE AIR TIGHT 4 SEALED t0 SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS [ IRC SEC. 312.1 ] PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/5 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED At ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR NOTCH [ IRC FIGURES R602.6(1) 4 R602.6(2) ] 81. INSTALL 1/2 GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN SO% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE I I/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602.6,1 [ IRC SEC. 302.6 ] NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST [ WSEC R402.4MANUFACTURED .1.2 ] EXCEPTIONS: A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- I EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY [ IRC SEC. 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC. AI3IBREVIATIONS: BORED 309.4 ] B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS [ IRC SEC. 602.6 ] 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- e AT EL. ELEVATION MAX. MAXIMUM SH SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1" OF THE EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRG SEC. 301 ] ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SWWR. SHOWER 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SWTW'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC. 302.11 I 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM, SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALt, ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. IS" ABOVE GARAGE SLAB. STRAP ALUM. ALUMINUM EXP. JT. EXPANSION JOINT MTL. METAL SQ. SQUARE STAGGERED-STUDS AS FOLLOWS: HWT TO WALL [ IRC SEC. M13O1.3 1 PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BA. BATH EXIST. EXISTING N.I.G. NOT IN CONTRACT S.S. STAINLESS STEEL a. VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BDRM. BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDG. BUILDING F.D. FLOOR DRAIN O,C, ON CENTER STL, STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, BLKG, BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR, STORAGE GIBRALTAR DROP CEILINGS AND COVE CEILINGS: I B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT. STRUCTURAL C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: PLUMBING. BOT. BOTTOM FLR. FLOOR O.F.C.I. OWNER TO FURNISH, SUSP. SUSPENDED D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO BWP BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS CAB. CABINET F.O.G. FACE OF CONCRETE OH. OVERHANG TEMP. TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 ] GSMT. CASEMENT (WINDOW) F,O,S, FACE OF STUDS O.H. OVERHEAD THK, THICKNESS STRIPS OR METAL LATH: CENTERLINE FT, FOOT OR FEET OPNG, OPENING T.O. TOP OF F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG, CAULKING F.E. FIRE EXTINGUISHER OPT, OPTIONAL Tv TELEVISION PRESSURE [ UPC SEC. 609.4 ] CLO, CLOSET FRPLC, FIREPLACE PH PHONE TYP. TYPICAL GENERAL NOTES 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- CMU CONC. MASONRY UNIT FURN. FURNACE PIG PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED ANCE WITH AWPA M4 I IRC SEC. 311.1.1 ] 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE [ UPC SEC. 112,2,3 ] CONC. CONCRETE GALV. GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST, CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL /� I FLOOR FRAMING: 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT. CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS. PLASTIC VEST. VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT. CARPET GR, GRADE FWD. PLYWOOD VIN. VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPG SEC. 313.1 ] G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER JOB NO: GIBRALTAR DIA. DIAMETER WB HOSE BIBB P.T. PRESSURE-TREATED W/ WITH 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC. 502,6,2 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314.5 4 314.5.1 ] DRAWN: BJ/JR DF DOUGLAS FIR HWT HOT WATER TANK REF. REFERENCE WDW, WINDOW 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D.F. DRINKING FOUNTAIN INSUL, INSULATION REFG, REFRIGERATOR W/0 WITHOUT DATE: 3/02/2021 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP SHALL NOT EXCEED 25 o OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM I IRC P2120 1 DN. DOWN INT, INTERIOR REQ'D REQUIRED WP WATERPROOF DR. DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT DTI. DETAIL JST. JOIST R.O. ROUGH OPENING FABRIC BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED I/6 THE JOIST DEPTH 101, SHOWERS HEADS AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS TO AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC. 502.1 4 502.5 1FOR NOTCHING AND BORING OF BE RATED AT 1.0 OR LESS. WATER CLOSET SHALL BE 1.6 GALLON/FLUSH MAX. DW DISHWASHER LAV, LAVATORY S 4 R SHELF 4 ROD XO SLIDER (WINDOW) A_ 7 1 DRWG, DRAWING MAIL. MATERIAL S.F. SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR A- 7 . 1 FULLY WA MIMI MI II QFDR COD CD MEM .i'-• Allple /6 il N��✓q ,4COg'�`off LANDED GENTRY • D FIELD HOM F'. S AND CC) MMUNI1" I H;S ELECTRICAL PLAN KEY WALL SCONCE RECESSED CAN CEILING FIXTURE 4- EYEBALL CAN ®SD SMOKE DETECTOR I Q EXHAUST FAN/EXHAUST FAN W/LIGHT I I S LIGHT SWITCH I - S3 3 WAY LIGHT SWITCH ��J LA S4 4 WAY LIGHT SWITCH \ I � I Si TIMER SWITCH SWITCH TO I d) WALL OUTLET 120 VOLTS DISPOSAL dt wP / 0 220 VOLT OUTLET(DRYER&OVEN PLUG) ° { -I - WATER PROOF GROUND FAULT uo0 i --- , Loq S _ (P (P P INTERRUPTER OUTLET 120 VOLTS r - - J LI O itli > den GROUND FAULT INTERRUPTER \ n OUTLET 120 VOLTS T = Tv TEL 1 - TO DISPOSAL \ ' - - ` O 4 4 TELEVISION,TELEPHONE ci I I AND INTERNET MODULE } = PULL CHAIN LIGHT > OU'FI \ \ Tk TO HOOD- 0 1I 4 Ifil \ I' {} WALL MOUNTED LIGHT ABOVE 1 8 , Z III` I 1 ® HARDWIRE OUTLET O o p l l HANGING -� 1 z I I I ) FIXTURE et Q- ]I I , 1 L�J Tv/-EC NOTE: ee ee 0 U II U O "' \ I ,,- I SMOKE DETECTOR(SD)®SD 110V INTERCONNECTED O uo0 I L WITH BATTERY BACKUP I / I 1 r1 - — — / r�1 r�� = Oz n I� e1 . If -- 1___ 0 w u REFG, I I — C E OGFI I) \ ' , W O I O \ i /( r 0 Y O I /�lY�l T-f Hc, I I C I` )�— _ - - / Jcp I,CJ� \/ T LCJ I I LJA I +48" A.F.F. DEDICATED F (OPT. I II � 1 I ( (TYP. ALL TO FREEZER DOOR)GARAGE \ I I, ` / ®SD I OUTLETS) 0 50 CFM, Sj i I T M IN.)) cO� TOL. (cn EX( , AN UPPER o \/ _ I /� OOR /\ I z I O / I 4) - 2- 1 , I - I 7 tF — — — I I a CEILING HANGING I El C \ FIRE i , a CEILING I , ' i 1H9V I / , I / II Ki Tv/TEL / N / I 0 0 �,_ - O I u T 0- O , � �JYr , 4 II II ______ „„.._ I I ____ _ - - II —try ' i — — I I I � - � _ _ - ' II I II I R ,., MAIN FLOOR ELECTRICAL FLAN G I B RALTAR SCALE: 1/4" = II-0" NOTE: MAIN FLOOR EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ ELECTRICAL PLAN OWNER). EXHAUST FANS TO COMPLY W/ 201S IRC MI5O3, FAN NOISE NOT TO EXCEED 1.5 SONES 6 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER JOB NO.: GIBRALTER INTERIOR LIGHTING: A MINIMUM OF SO PERCENT OF ALL DESIGNED: LG LUMINAIRIIES SHALL BE HIGH EFFICACY LUMINAIRIES. DRAWN: TP/JR EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR DATE: 3/03/2021 LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL SHEET BE HIGH EFFICACY LUMINAIRIES. E - 1 . M•=I QFDR COD CDMIMI 41, ��ti VC 0 A{ 41 CAW /6 40 N��✓( 4 C0 31 `off LANDED GENTRY D FIELD HOMES AND COMMUNITIES ELECTRICAL PLAN KEY _ WALL SCONCE RECESSED CAN PATIO ROOF LINE BELOW CEILING FIXTURE I- I I 4— EYEBALL CAN I I ®so SMOKE DETECTOR I I Q EXHAUST FAN/EXHAUST FAN W/LIGHT S LIGHT SWITCH S3 3 WAY LIGHT SWITCH I I 50 CFM. S4 4 WAY LIGHT SWITCH (MIN.) EX FAN Si TIMER SWITCH J o I I--I I--I WALL OUTLET 120 VOLTS T 0 220 VOLT OUTLET(DRYER&OVEN PLUG) r - /�\ _ WATER PROOF GROUND FAULT Pdi _c-i INTERRUPTER OUTLET 120 VOLTS I l SS _ L II L•J �GFI GROUND FAULT INTERRUPTER _ - _ _cn / OUTLET 120 VOLTS r Tv TEL TELEVISION,TELEPHONE _ / 5(M N) \ 4 4 AND INTERNET MODULE L r - EX. FAN y 1 0 i Ju _ A c PULL CHAIN LIGHT 0 0 U , I } WALL MOUNTED LIGHT / ` L _ ® HARDWIRE OUTLET ' ,(-5 / 0— �, NOTE: ®CO �$ / - - [9] SMOKE DETECTOR(SD)®sue 110V INTERCONNECTED * / _ - WITH BATTERY BACKUP SD ® L�J CO/SD w -----_ _ _ 0 4 0 F --be / TO4 @0 0 0 MAIN FURN. r — — — — - L SD ® / FLOOR ' —�f I - t _ 50 CFM.' ( I Y (>~IN.) Q I / I I - EX. FAN — y o n n C62 6� I 0 / SDI w W A -j* - --\- ' H -----2 CO I II Eh 4 O tu _z FI = = = 1 I J J 0 �I ❑ SD ® ocC \ • I \ / 3 / I \ / I rn I 0SCO I I _ \ 50 CFM, tY , /I 1 0 Fl it _� \ \\ -cn— 17 I 50 F a Tv/TEL �� _� �GFi 0 / (MIN.) /Tv/TEL 0 0 EX. FAN IIIGFI l�J r 0 W D J I _ di I 1 u I WALL LINE I u I WALL LINE J BELOW BELOW I I I I I I I I I I L J PORCH LINE BELOW UPPER FLOOR ELECTRICAL FLAN G I B RALTAR SCALE: 1/4" = 1'-0" NOTE: UPPER FLOOR EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ ELECTRICAL PLAN OWNER), EXHAUST FANS TO COMPLY W/ 201S IRC MI503, FAN NOISE NOT TO EXCEED 1.5 SONES ' 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER JOB NO.: GIBRALTER INTERIOR LIGHTING: A MINIMUM OF SO PERCENT OF ALL DESIGNED: LG LUMINAIRIIES SHALL BE HIGH EFFICACY LUMINAIRIES. DRAWN: TP/JR EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR DATE: 3/03/2021 LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL SHEET BE HIGH EFFICACY LUMINAIRIES. E - 1 ■ vg,CODE • chiral Specifications — Copyright, Tim K. Garrison, P.E. Main Level Walls, Floor Diaphragms, and Lower .. � 9� — — — u Roof 1/8" = 1' Structural Gallants© — CoAvri2ht ConstructionCalc, Inc (CCI) - Roof diaphragm is 11RD,typ. BAST f APPLICABLE CODES: - Roof ledger to shear walls, use 80L,typ. 0 PA Per Architect Code�. I I On are prepared in accordance with the 2018 IBC. Construction shall conform with pw -All interior floor sheathing is 12FD,typ. * Structural Item: This item and related connectors shall be per architect/designer. W the mostrto irrn-bi�d1 g code adopted by the approving jurisdiction. 11 RD Roof Diaphragm Calculations. The calculations included herein are only those required to ensure compliance with code. We oq �.,.. - (ReF) * Shear Capacity: Good for Eh=230 plf- seismic; Eh= 322 plf-wind. Max aspect ratio=3:1. do not intend to compute everystructural element nor every load combination. Much of our analysis is`'BI'' i 4' '& ti f s'- * Framing: Trusses or rafters: 2x at 24 OC, max. p -_ l m * (By Inspection.) II Framing Connection at Support: Where connected to shear wall,connect per shear wall callout top of wall. LIMITED SCOPE OF CONSULTANT'S WORK: - - Where trusses of rafters connect to beam, use H2.5,or A34 with screws, or similar, typ. Consultant.The consultant in responsible charge of the work indicated herein is Tim K.Garrison, P.E., o o - At ledger, connect per ledger callout. p 6' doing business as ConstructionCalc, Inc., hereafter indicated as''CCI.'" ,I �' , * Sheathing: 7/16"min., OSB or CDX plywood. , Scope of Consultant's Work. The scope of work of CCI is limited to structural lateral analysis ofa new Sheathing Layout: Case 1 per IBC 2306.2.(I) single-family residence as follows: 19 * Nailing: Use 8d at 6" edges, 12" field. inclusions: s ii © • * Blocking: Not required except at supports and at connections to shear walls below. O Lateral(wind and earthquake)analysis. 12 FD Floor Diaphragm _ ___ - -- N Sheathing: With joists at 24" or 19.2 OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3/4" species Exclusions: ›..-. - g Typ.shear wall TOP Typ.shear wall TOP or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TL L L/360 deft. O Gravity analysis(beams,joists,headers,rafters, columns,trusses, foundations,and related D1 connection-framing parallel D2 connection-framingV A coup 1, or rim or ton t blocking, NTS perpendicular,NTS -''' s o - connectors.)This was by architectural designer. $.w.., �1 * Sheathing; With joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor,min., 19/32" thick. May be addressed in our drawings calculations. Constructed \`/ f, for items specifically �` OSB or plywood. Good for 245 psf TL L L/360 deft. CCI takes responsibility only to s g items not specifically addressed herein shall be built per minimum code. Tauss,o - • A� ® ,,,,, 3 * use 7iu css oa ' ' v� Sheathing Layout: C l per IBC 2306 2 1(1) , Vi LOADS Jo tSF,oft C,a„T } qL7. 12-Attu • $ - Orient sheets continuous over two or more spans,with the long dimension across supports. �� - e` \ - * Nailing: Glue,and connect with 8d ring shank nails or#9 screws, at 6" edges, 12" field. Following are the loads used for the subject design/analysis: * notand connections to shear walls below. s#t +�E r Blocking: required H�Qe ;_ , g except at supports(beams) O Roof+ceiling dead: 15 psf 0 Interior wall dead: 7 psf �'�' °� - 17 HD Alt 1 - Holdown -Embedded Strap Type. O Roof snow: 25 psf 0 Seismic Factors: Ss= 1.154, S1=0.41 ara,_� MG co,t A Al 2..s 4a. --' 1 3 2 F Min. Capacity: Good for 2185 lb uplift. O Floor dead: 15 psf 0 Seismic Des Category: "D" 1ar of B`e- ,_;. • , ,., - tEgz u.lu qLr, * Holdown: Use LSTHD8 for no rim joist condition. O Deck dead: 10 psf. 0 Wind Exposure '13%3-sec gust: 110 mph. U p R � '�$ISS O Exterior wall dead: 10 psf �; w - For rim joist condition use LSTHD8R.1. Solve-156•000 TEuss az l2QrT - studs. I! �� ''-4. Nails; Use l6, 16d to full height as follow pc.-G, N orz VOiST nrt girl cm PF-rE2. s2 ,.•1 ,:Y ;: 1 SINGLE PROJECT: crtQ¢ i s-r 0L. .'q• c - r Si..Ver To,'i-r - * Stud: Use larger of: king stud as speed elsewhere;or choice of 2- 2x, 3x, or 4x. r Act., _ A 17 DAlt 2 -Holdown- Bolt Type The calculations, drawings,notes, specifications,and/or tables prepared by CCI are valid only for the 52{ i me, rag sue...0'144 * Holdown: Use HDU2. project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any -srt..,o6 arm -za si'� a Ili__ _ .- i 2 Pv+/ * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above other project at any other location. 1 c ,,..iky l l r --- ,rn Anchor Bolt: If wet set, use 5/8"diameter SSTB16, or 5/8" all-thread with nut and 3" washer on COMPETENT CONSTRUCTION PERSONNEL!SAFETY: $U" '~ -ram DF A�tt?-5- * embedded end. Min embedment= 12". If too long to fit in footing, bend 90-degrees at bottom of footing, — �'ToP of Only competent personnel familiar with construction and safety practices germane to the project shown S,{EAa. 0 AI-c SEA FAL � maintain 3" cover at bottom of footing. herein should be employed to assemble and construct the work. � - 1'i.A. � ,,, l , Act Upper Level Walls and Upper Roof 1/8" = 1' twc IS oo If rotohammer, use 5/8- Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. -Roof diaphragm is 11RD,typ. 1 stem wall. a _ ..... -Roof ledger to upper shear walls, use 80L typ. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the _- 11-41---I-- - 77 KS King to finished as-built condition of the structure and related systems. _ - 1 31, o.z coy lT * At sides of opening use min 2, king studs, continuous bottom plate to top plate. Typ.shear wall BOTTOM P MATERIALS AND METHODS: D3 connection on framed floor, i - �� Sol (Res - Support header with trimmer(s) or concealed flange hanger per plan or Arch. �� �lsY � � 7 t Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is •� * sides ofopening min tad continuousbottomplate toate. ��.. .>:�: .� � ; �.i--�. ::u�. .- 8 KS King Stud the contractor's responsibility to ensure all field personnel understand and adhere to this. o,c.-7., >& _ 23 a ,g At use3, kingstuds, 1 top plate. a�Wrr, of 4+4 AtH0N ;ice - Support header with trimmer(s)or concealed flange hanger per plan or Arch. - CONVENTIONAL WOOD FRAMING: swFdQ wALL m-,-, - �L-r, unA�E 5�+-Eck �� `l`dp aF Sli +4TL st, r'r+E�u� i Pu4,1 0,02,E l ` Awl. ?E2 1.. i 0 - 80 L Ledger- Roof Diaphragm General Construction: Predrill all nail holes where required to avoid splitting.Connect all wood members S-r&' D� 1, RiL r 5�c eta it�R>r 5►�� ?ER 1 Ft AN 5 per the Plans and applicable building code. Where Structural Plans do not specifically address a structural �, Tam * Ledger Screws: If connecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered_ If y connecting to studs, use 2, SDS or LedgerLOK per stud. element, construct said element per minimum building code. = - - " i� "`- -i - Length of SDS or LedgerLOK= full depth penetration into rim,or 2" min embedment into solid framing. Framing Material.All sawn framing lumber,not including beams, posts,and columns, shall be Spruce Pine i 0 l ` �ry = _ Min distance of connector to end of ledger or splice= 2". Min edge distance to top or bottom of ledger=2" i IIFir, Hem Fir, or Douglas Fir- Larch,Number 2 or better, unless otherwise shown. All sawn wood shall � have moisture content less than 25%. 3 * Ledger Connection to Wall: Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous) from horizontalI - g p I k,Au,ors R Perpendicular:a�: Use 2x or LVL led n o match rafters over wall • diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior I �� niz 3 -7 ---- _ - Rafters P .j 1 ledger,min height t . Apply ledger o a. ~Wl sheathing. Use hangers to hang rafters on ledger. walls.}Use balloon framing at stairwells, openings in floor diaphragms,etc. Stud size, material,and F� - i ii Parallel Rater or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to Mmaximum length between diaphragms is shown in shear wall table. � ...�.w -' - • $01a'o'E of Nails:Nails called out herein are-common"sizes, i.e. 16d, 12d, 10d, Sd. Smaller diameter, similar length (' qr wA+� l be placed over wall sheathing. ag ,q„4 pl, Mono Ti rtss Top Cha d Perpendictrlcrr: Use continuous 2x blocking between trusses nailed through wall nail gun nails may be substituted provided 50%more nails are used. For example if 8, 16d are called out, _ - -- - the number of similar length .131 diameter nail gun nails required is 8*1.5= 12. As another example if 16d coAe M"`' ® { MonoTrussBottom Chord Perpendicular: o bac kt g ontEnuous rt plate, e blocking.) sheathing with 16d L 6" OC t lid wood 'n (c m, 1 dger, or nails are called out at 4" spacing,the spacing of similar length, narrower nail gun nails shall be 4/1.5 =2.7'-. •�JA�Ui►a� ` Q. �` ' s - d backing 7 CT A------r_FAME _ _ __ ( Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid woo king (rim, . Val . -v Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall S�EaT+4rub '- /MNTable herein using materials designated for lateral load resistance by nationally-approved manufacturers. 5pucE lternat se plate, ledger, or blocking.) All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called R ° A e 2: U min., 2x4 ledger let in.tct_truss bottom chord. Ledger to be placed over wall sheathing and out,or labled"NS"are not intended as shear walls and shall be built per minimum code. ' 0 1'. ; • connected with ledger screws per above. Wqu_ zhz r O Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Sheathing.-VW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wail I i Ir I gam, a>2 Table,oriented either direction. "GW"walls are drywall shear walls,use per Shear Wall Table. - i1 i fiwa. ""4°"" ' `Y a" `� eSheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW"and"GW" - a walls,no sheathing joints are allowed within 2-feet in any direction of a door or window corner. 3 3 'IR001- E.-., ..I= 3. 1 ti ,�.. �aI ' Multiple Ply Members. ,, ��, � Trimmers, King Studs, Headers.Where more than one 2x is placed against another and used as a multiple 4 ply king stud,trimmer, or header, connect all plies with 16d at 4"OC,staggered. 4 • ® \ems Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full-height king studs between them. Each header shall use the number of king studs specified below or in the Structural Cal louts. King Studs. Unless otherwise shown on Plans use the following.These must be full-height,bottom plate to Structural Shear Wall Callouts -Copyright ConstructionCalc, Inc (CCI) top plate, IE diaphragm to diaphragm. Typical Shear Nall Callous Symbol * Opening less than 6' wide-use min.,one king stud each end of header. ® This symbol indicates a dedicated shear wall or panel,the type per callout below. * Opening 6.1' wide to 9' wide-use min., two king studs each end of header. Walls without this symbol,or labled"NS" are not dedicated shear walls-use code-standard construction. 3-4 ♦--^ * Opening 9.1' wide to 16' wide, use min.,three king studs each end of header. -------- Min. length of shear panel,ft. If"W",construct entire Wall per this callout,with minimum individual panel lengths indicated on plan. Discontinuous Top Plate.Where wall top plates are cut,omitted, or otherwise discontinuous at a header,the end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with Top of Cone. minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside.or wall to anchor outside of wall. Capa- Stud Nail Edge Sill Block- parallel Top of max city, Nails Stud Stud mat'l /Field Top plate& ing at framing wall to spc'g, Anchor Bolts. • wind/ Sheath- or height, spac'g, Stud (see spac'g @ Top plate studs unsup- or rim or perpen- Bottom Mud sill w/4" Shear wall anchor bolts connecting mud sills, use 5/8"diameter x 8"min embedment at the spacing shown Call- seis, ing, Sides of screws, max., max., size, std st'i Stud Plate, splice, WI edge ported rim dicular plate to anchor to min in the Plans but never greater than 60"OC and within 12"of ends and corners, with 3-x 3"x .229-steel out Eh,plf min. wall size ft. in. min. specs) spac'g,in. min. min. nail'g • edges blk'g. framing. framing. concrete embed washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Detail Detail Detail Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in C/ D1) ( previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at D2) D3 the same spacing specified for wet set anchor bolts. Can't 5/8" '-bolt 2316 Antone way PRE-FABRICATED FRAMING CONNECTORS: one, 2x4 or 6/6([r;24 sheathing Can't 1 Tim K. Garrison, P.E. S 1 �� ]0 24 Sawn Con't or 5/8" Anacortes,WA 98221 7/16" either 2x6 6/12@i6 +blkg,or sheathing Professional Engineer Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used 48" lap sheathing Titen HD, TimG@TimKGarrison.com 1681 OSB or side, H2.5,or or l6d rr) 360 708-1865 provided that they are equivalent in their ability to carry all applied loads in all orientations. 1 PW 120 Iwo apply 8d 2 2x w/ 10- 2x NA or A34 or w/3 72 1 Lateral Plans and Specs pY pAy SDWC- 6"or Installation: The Contractor shaft install allprefabricated items in strict accordance with the manufacturer's 16d LTP4 at wshr.Or od directly 15600, 4.5" SDS 14 16 2x6 Sawn 6/12(r16. 36"' max. MASA or recommendations and requirements. The load carrying capacity of the prefabricated item cannot be to study ��24 i<i? 12". Structural Lateral AIIalysfs. 1 guaranteed if thisprovision is not adhered to.Nails and screws which will be exposed to weather shall be MASAPeW Home at 4310 ,C ` max galvanized or stainless steel. If installation risks cracking of wood,contact engineer for alternate nailing and Cherry Court, Lot. 2, Anacortes, WA ,,4. .o*WAsi% Con't f. /or alternate connector. t. sltt'g or ` s� '. Simpson SDS Wood Screws.Wheres specified, install per manufacturers recommendations. In generalI15 p p void 2PW 350 (same) same same • ' 490/ } ( ) (same) (same} 16 (same) (same) 4/12�16 , (same) (same) (same} 2x (same) (same) I 6d a�3, (game) 36 � � �sr3 these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to a or 4.5 Client: LG Anacortes, LLC ' splitting. Use length as specified in Plans but never less than required to ensure full strength. SDS Op Building Design: Jack Reinstra /..A' Simpson SD Wood Screws. With most Simpson connectors,Contractor may use SD9 in lieu of I Od nails, �� Job Number: T21023 � ��•?/1 and/or SD10 in lieu of 16d nails. These are provided in 1-1/2"and 2-1n- lengths. Use the length 5d for „ Date: March 4, 2021 twos!. at/ 'Z .. 200/ 1/2" or 4/4@24 4.5 SDS necessary for full penetration into the member(s)connected. 5GW 200 5/8"gyp both 1/2";6d 10 24 2x4 (same) 7/7 a 16 (same) (same) (same) NA (same) (same) a. g„ (same) 72 for 5/K"