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Permit File BLD-2022-0655 1901 Bradley Drive (2)
IGNED PROJECT DESCRIPTION PROJECT INFORMATION J. 5YKORA, GPBD DRAFTED BY: SINGLE FAMILY RE5IDENCE REMODEL PROJECT ADDRESS: CA 5GALE s Z� 1 q01 BRADLEY DR. - 3 ANAGORTES , V14A q5221 1-5-22 z CODE COMPLIANCE ' I � -- - PARCEL# P5q 141 --� , _ ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND M L - ORDINANCE5 AND THE FOLLOWING: - - PLAN AREAS - 2018 INTERNATIONAL RE5IDENTIAL GODE -- - -- - - - 2018 WA5HINGTON STATE ENERGY GODS - --- - ;4= - - `�' _ _ EXISTING MAIN FLOOR 1 ,216 5Q.FT. - 2018 UNIFORM PLUMBING CODE — - - -� EXISTING BASEMENT FLOOR 1 ,254 5Q.FT. I EXI5TING TOTAL LIVING AREA: 2,4�0 5Q.PT. DEFERRED SUBMITTAL5 s 1 . MECHANICAL HVAG SYSTEM DRAWINGS EXI5TING GARAGE 448 SQ.FT. 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS PROPOSED COVERED DECK 361 SQ.FT. 3. NATURAL 6A5 DISTRIBUTION DRA4NIN65 _ ° 4. PLUMBING DRAWING5 EXISTING MAIN DECK 1 bq 5Q.FT. 5. ROOF TRU55 DRAWING5 / CALCULATIONS %%Oo Ln I 6. FLOOR J015T DRAWING EXISTING MASTER DECK 211 5Q.FT. 5 / CALCULATIONS LU 7. LANDSCAPE PLANS 8. LIGHTING PLANS PROPOSED BASEMENT PATIO 61 SQ.FT. >Ew q. CABINET SHOP DRAWING5 10. CUSTOM HARDWARE / BRACKET SHOP DRAWIN65 Ln DESIGN INFORMATION THE WALSH RESIDENCE 1 q01 BRADLEY DR. ANACORTES , V�A q5221 to - - v LL z LU z — ___ ...• - - — w LU - v LU Q < LU L V— w o z � J � LAYOUT PAGE TABLE �— PG# TITLE Al GOVBR SHEET - A2 SITE PLAN A3 FOUNDATION PLAN Z>- A4 EXI5TING BASEMENT FLOOR PLAN Zoz,oz � W�¢O ¢�00 PROPOSED BASEMENT FLOOR LU =Wz� CITY OF ANACORTES Project scope is revised per memo below. Items listed below are not included in this permit. A5W . PLAN _.��_ �1,oW PLANNING AND BUILDING DEPT: RE RWzgm ■ ■ ■ A6 FLOOR FRAMING PLAN v�LLOUO APPROVED PLANS =�U�J z Ou a At this time, we are only working on the main floor and not all that Is included in the proposed A z`5zaz REVIEWED FOR CODE COMPLIANCE Al EXISTING MAIN FLOOR PLAN �=QdW° PERMIT#: BLD-2022-0655 plan . Z3¢Z� A ADDRESS: 1901 Bradley Dr Ab PROPOSED MAIN FLOOR PLAN LU Z=}Wo A <0<'0 APPROVED BY: Aq V14INDOV14 & DOOR SCHEDULE > ~WZ�Z Z=IQa SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT Boa°a Callout 1 pertains to the roof expansion to cover the deck. We have decided to hold off on that A10 EXISTING ROOF FRAMING PLAN o 16DWW= BE ALTERED WITHOUT AUTHORIZA ON. 002 ZoZ� for now, we may or may not do it in the future. Al PROPOSED R001= I=RAMING PLAN v a�zz °m3a �O .L Al2 BUILDING SECTIONS z"Nz .Z oo Callout 2 pertains to the vaulting of the family room ceiling , We have decided against that do to A13 BUILDING SECTIONS ~a the expected $40K+ price tag , we can live with an 8 foot ceiling . A14 EXISTING ELEVATIONS OWNER APPROVAL A PROPOSED EXTERIOR INITIAL: A 1 5 PAGE: Callout 4 pertains to the lower level . We have put all lower level plans on hold for now. We ELEVATIONS ■ Al expect to pursue the lower level work at some point In the future. We are aware of a beam PROPOSED EXTERIOR . A16 requirement for that space. ELEVATIONS OF: Al '7 ENGINEERING L!A-l8 ENGINEERING 5PECIFIIGATIONS DE5I6NED BY: J. SYKO RA, G P B D jw DRAFTED BY: . N O N to > fit.!I.�F1HSE3l 5GALE 3 s 6KY INE N 09 3 41.; ti 1" = 10' U.N.O. • 3 ,r� `Oti' .i:u .i,Ei3..r,,.. � � � DATE w )TI ONS 27 a 289 TWP 3 N ■, R . I E., WM. a '' N � � __._. - ,-5-22 V_ CITY OF ANAGORTES SKAGIT COUNTY WASHINGTON — M / .ia ° w x7�T oaf.x7 r�39 we ✓O � w '� ` w 7)32 rrra'77�6 J 4 rro pd'a ^ w a '� a° o4 �� r w TI77 I �r'+� .►�'' wi r�T 73g! Cs '13 - q 2'IB?G" �?'16Yd" �8•P3gP^ $ � � •�'+� � e'U � 1'l��rar7�,` h �. � � /I9 aA w 7T N�"SS9'l"ErQ� `� h �'f 40 m� � � -1 a 4J ph 5{ E4g a �P r N94TcH`Nsf 1 Td ?J'p?• 11aS" � 'L � w a 5. _ d•?S i9/ aA SbS"aJ 2• ti 3 $i 7'�� , Qd., .. / \ T i,11_v �T axs fo 2'f8 1 d �atlo ' 644 ('1 STD ar d,�ro ,° .#�k5, �. �+ tza ��� � i 77 T,d2 „ 1fllr6' oy� 93 sa. ��. t ��r ad E 12" ?'4��9J 4." •/F3' 45 S'1 r N g'OQ ; / \ ZI t u 4 Tld2 9 g , h' � +q2 3�"l�a•Z4�9. B �7q y"5 1247 p9 2 29 �►" }' / / d- o �4 .y�y. � � � �` �, � 7� a � + '!J*r•4 � •vt�„ �da'� . �i• NdO ss ti.3��,s .�?,�`�,� ��, C / s�, �■ u o n 'pIr 7 L:pZA 1j0 4 any �� &' sr V 9T' S2• ?rs 6d • �y r ow r ss►y�., fr... 4 4P .\ �0 ZL7 del i6 f l�r, • + r 4 !y q: 3t. A. ,�. w 7.1 . M \ y' tip' �e 115� 4 ITT xrle �r. u �6 �6 S!'ss_ e•a45-1 d tg w 4 v� . / _ � � Ir9pp dE�99�4 •Apl�y »J� }f K ��' �� �� �9 �' �° �.. el63 6s.3a Z�2 _ ' " j4 �. 31 J / ' ° / , �4 !D Y. w Ik'PZ g w }� �5 !Oe I03 $ 11 W '�: . 75 tib 7d ry h 77 yB 79 �„ 1 ., �1 m �tti 1 `" ti f�f ii i$ ESN'r 'Fsps J.?a �a f8' '°q�yp,if k6+ -ou 0 n < 4gPW � " y 6177 ° 173 yJ,P eW vim°?f W F JAB.3 � sg7 1S,P� ao 76d to 1 W Iv' di0 _ p d.4� E R � ez,BB 0 7y$ 64 / tlR a Qa/ AA tR qy�g R c. �d Q k4 y 63,16'P8' a s= '$ `s k 1 a�, 31'37 � w / \ "Y� >E J k4 'P.10' E� 1!6 54 �S,Ap �P1 AO F�!'J/ � '�3 � N�• L/ �pqa 21'12 oe � �9� � `+t .h 5 U B J E GT PARCEL Fj[ fLn �I r K69 I Nb�•kt;5t d .4 , / \ mob. 4f, N77.4�'1§'EP �f 6L"` " `iv q ye ' �G • 1 !d •3 s tX-4 4+ ++1 oVi :� y �'' �E' �' T^ `3 i'S�''f 6w ori'; a �� a, Nb9.56'3' �� �S .(\ o $ i�• -era _` ra v. ti 4p a / ��Gj G� pGl \ \ r 7 � r �. r0'Ap�sN �• 3 ESM7 04 .'J6 3F a , / Y a� L3M�7. �, � al!J9 � la� s',r. R' Y2 `•• �t �+y64'34 �^ �� V,�. ,� ,- �.�`. ice, \ \ \ EXISTING DRIVEY�IAY p0 ail +� �„ AO !� ��,�• �� _ ,9 �F9R.i4 a ea 1� 67 dC + T 1 h �' .�_a A a `� % R / l� w 094 = 4 �y73°UI'!3' q b w �i� �p;4+•' N'� Jr rps� GQ� � `''���'a � '�B7•1C23�! F� � � - s '' v Iwo° Jif, p . 1' �yp7407'�� U EXISTING 5FR / or� days w100. \ / % lei lld� It NTp'!A'2?'E� oy \EXISTING GARAGE \ / i \\ ' � �\ / > '' / - PLOT MAP NOT TO 5GALE EXISTING DECK ua� \ -� N\ \ \ z LU (-4 Roadside Park jr z `\ _ PROPOSED ROOF ARE \ 1/. f Q \ 2 v l�l w g' / / v o — O \ EMIL w o v it T Exclusiv ■ ••ealt / O i IIISh1p Harbor -q. ApacorlesTo hi00 E e -ein \Custom Hornes - • / Sunset Beach AF%, r \ / 5 � ` - - F ! _' ■ - * ■ Sxhipp * ' 11 QR' m J shin ton *■ • ti ; W O Q a rjmF jii z0Zw k \� - 1 OzO FO Train•�- � �LL y i J , * L Z W?Q 1 r5- �azrY S7tDoJ6 Services `1w¢� a a ] ok0z • 1 • �•► m_ a rr �o w ■ •Ji 4 ; OF Deparl z---o F i F i ■ U 7— owcwi�> z.zam t woz-WWO 1n Park 4.4C - w�zaz ..-r.. It ` __ �OQ�O I� wSUKF U'H<WQ i• O - ar�c�rr J tea.W yU (Y =Ww �•}I "� y m w ZjdF �° % i V WoWzuO -o �Z o� z= QF .+I' "f - • NOTE. zza 0,ro wwo�Z % `I TH15 51TE PLAN 15 NOT A SURVEY. TO BE U5ED ONLY •• SUBJECT PARCEL J°oo z m awc7❑ 1 ` �- - FOR GENERAL PLANNING PURP05E5. IF A HIGHER oz? KZ�a ` r 4 LOT INFORMATION =Z�z OWL) �' ' � - �¢�� • LEVEL OF ACCURACY 15 REQUIRED THE SERVICES OF ~` Tugboat L�6-ach k A QUALIFIED SURVEYOR SHOULD BE RETAINED. OWNER APPROVAL FARGEL # P511141 INITIAL: ADDRESS : 1 q01 BRADLEY DRIVE, ANAGORTE5 PAGE: A2 ONNER: STEPHEN NAL5H OF: LOT 51ZE : 8,510 5G . FT. VICINITY MAP NOT TO 5GALE DE5I6NED BY: J. 5YKO RA, G P B D DRAFTED BY: N O N N S 5GALE s 1/4" = 1' U.N.O. DATE o w 1-5-22 52-o" 56'-0" 0".— r 52'-0" r —1 I 7 I -1 4' 0" 16' 0" 36-0" r r -1 r 1 1 I I I I _ _ _ _ I I I I I I I F I 1 1 —1 r L J J—J L L -J EXISTING FOOTING EXISTING FOOTING x PROP05ED 4" EXISTING FOOTING G EXISTING FOOTING- 1 CONCRETE SLAB 1 F 1 - 61 5a.FT. I I F I Ir N L — J I — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — I _ _ J _ _ _ y EXI5TING FOOTING W — — — — — — — — — — — — — — — — - I I I I I I I p >E r - - - - - - - - - - - - - - - - J — — — — — — — — — — — — — Ln r J SOME CONCRETE SAW GUTS MAY BE REQUIRED TO MOVE PLUMBING F I I I I I FIXTURES IN THIS AREA.I I _ _ - - - - - � Iin F I I I i - - - I I - - - - - - - - - - -I A I o r - - - - - - - - - - - - - - - - - - - - - — rI - - - - - - - -� I in I I I I I EXISTING FOOTING I � I ry _ _ _ Lower - -- - - k not part of _ - - - - - - ..J'� L 50MECONCRETE5ANCUTSMAYBE Ala-Itl - - - - - - - - - - - - - - - - - - - — REQUIRED TO MOVE PLUMBING L I I ry I I FIXTURES IN TH15 AREA. - - - - - - - - - - - - - � F- - -1 I — — — — — — — — — — — — — — LL_I EXISTING FOOTING I = o I I o a I I I I I I N o — co '" I I o I I ° Ln v LU Q Lu v � � EXISTING FOUNDATION PLAN PROPOSED FOUNDATION PLAN 7 z SCALE: 1 /4" = 1 ' SCALE: 1/4" = 1 ' in ° V e (V O N INN ° <V (V ¢o— C Q IL Z 0 2~ a LL~W Z Oz LL O ¢. O O W Z a a K gLLZz�FFZUN N~O¢W pz' H 3iVozoo m aO =�VOw� o z w x z a Z F-.?' O Y N 0¢�O � W2UKH e z3¢z- No a ° ° <4 ¢ac=ia3 <���� FWzui7a � oo�zo U �ZNOO LL 20' 3 1/2" 35'-&1/2" o W 35'-8 1/2" g S Z o Z�zz 0 mEm oxz �F OQ�U wowoo xzoo OWNER APPROVAL INITIAL: PAGE: OF: ZONED J. 5YKORA, GPBD DRAFTED BY: q 0 CV N s 5GALE s m 1/4" = 1' U.N.O. 7 0 W 1- 1-5-22 w IL 4'-0" 16' r 5'-4" 216'-9" J L_DECK BEAM L J m DECK BEAM L� m o F , DEGK BEAM u� - — — — — W43-6630- — — — — —— — — — — -kN42-9030 — — — — — — — — — — —1^141-9030— — — — — r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- L_ J i 0 0 0 ! I I I L a ,2,_ 11 I %WOW II - - - - - - - - - - - - - - - - - I o "-4'/2 BEDROOM #3 I I w 1 — — — — — — — — — — — — — — — J BEDROOM #1 15350FT 1 I I 154 5Q FT 15'-a 1/2" BEDROOM #2 Ln 154 5 Q FT a'-b 1/2" I I I a' G�� 6068 L_ I I 6068 b0b8 — — CLOSET I q in CV c, CLOSET N CLOSET n 5faLFL - - 2, 5QFT 91 - - - - — — — � — — r MA5TER BEDROOM 2666 2668 2668 2068 2365QFT I - - - - — — — — — — — — — — — — — — — — — ry HALL 6BSG2 FT � 1515QFT 5s m o Fl� L zD,--J I - - - - - -ry - - - - - -® � 2668 CEN.VAC 2668 32QITYS ry I LAUNDRY F— Y F- _ -1 - - - - - - - - 26�—, 515QFT I Lu lZ I3 50 lZ I I I N WALK IN CL05ET I I I UP F A.0 55 50 FT NH 7 4 , I 1- - ^ � r ,,11 cV a � a I a a a p I I MASTER Z Lu 0 6'-1°^ BATH � I 64 SQ FTcil 35-6 1/2" Z a w v Lu 1_U w EXISTING BASEMENT FLOOR FLAN v w o Z o CV (V CV a <�am� ZY Z Z 0 L . ■ Wp¢O Q.O 0 Zwz- a- �wF�N m�0aw Hof 0, Lu p.w 0 0 m 3LLOU°w =u-,U07 mw"za Z F O 0 N g0¢-O w2UKH Z 2�Q2m ��=NO V wo 0 o z x" .- wUQ 20'-31/2" Boa on°o z= w Z Z S�Zai zwZa °m3 Mon 02U'0 Z zoo wo 'I ' wo,y, T f Q OWNER APPROVAL INITIAL: PAOE: A4 OF: FLOOR PLAN NOTE5 IGNED J. SYKORA, GPBD SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED DRAFTED BY: IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA c� GIVING ACCE55 TO EACH SEPARATE 5LEEPING AREA. IN NEW CONSTRUCTION, CV REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE 3' DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 5CALE s m U.N.O.1/q ii SHELF AND HANGING ROD. - 0 W Z�/ BUILT IN 5HELVE5. 1-5-22 CABINET-OWNER/CONTRACTOR TO VERIFY. EGRE55 WINOOW5 SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRE55 5.'1 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20"WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC,CONTROL,SUCH 56�-O 6 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. z"441" 4'-0" 16'-0" 36'-0" F.A.U.ON 15"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. r 5-4" 6'-a" 4 b'-11" EXP05ED FACE AND 5IDE5 TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL F = ] a BE INSTALLED IN ANY CONFINED SPACE WITH AGGE55 ONLY THROUGH A BEDROOM, -I - I- BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF L_ J L- —J L_DECK BEAM L J FURNACE. `g a'-a" a'-o" ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE x 017— t-] F 1 17— �—1 17— —1 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 3 I - - _ - - - - - - - I ❑ END OF PIPE LE55 THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE L I J L_ J L- —J L— DECK BEAM L— STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN a EARTHQUAKE. N DECK BEAM m PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COL05HUTOFF - - - - - - - - - - - - - - - - -W169030 - - - - - - - - - - -W1I9030- - - - 2 CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL - r J EXISTING WINDOW EXISTING WINDOW COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF L I I E r — — — — — — — — — — — — — — — — — — — — — — — — � THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR E. EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF o BEDROOM #3 I I SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. Ln q q 152 50 FT %wo a — I I MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Lu e 11'11 1/2" PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUT5IDE CAPABLE OF 50 ci G.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW Q — — — — — — — — — — — — — —— I I OR OPENING INTO THE BUILDING. MINIMUM DUCT 5IZE I5 4 INCHES. DRYER,KITCHEN, 10 AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK >E 11'-5" I PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE dill 11LL CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX be CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 0 T � � 22"x 30"MIN.ATTIC AGGE55 TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. O M 3'-b" a'-5 /2" FRAME OUT ACE55 HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" W _ � Q FT 11 PLYWOOD. AGGE55 COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. LINv 9 SMOKE PET. SMOKE DET. GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. L- J I Fie Q - - _ - - - - _ - - , D1l b 1 O 1 — CLOSET o 12 INTERMEDIATE RAIL SPACING SHALL NOT c�1 ALLOW A 4"DIAMETER SPHERE TO PASS THROUGH PER I.R.G.SECTION 312.2. is I I � ,_1„ I r — — 1 — — GL E �— — r — — — I PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR 0J 13 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO - - - - - - - _ - - - - D16-266 STACK I ❑ MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBU5TABLE LAUNDRY SURROUND&HEARTH MATERIAL. 10 _ I ■ I INTERIOR WALL HALL f LAUNDR REMOVED IN THIS AREA qq c�Q FT n Q 48 50 FT ® 1 O 14 GARAGE FLOOR SUFAGES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR MIN B D M I PANEL I 1/8"PER 12"TOWARD5 MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 2 5 F SMOKE T. L � SMOKE PET. 22-2665 021-2568 0 OO PET. TEMPERED GLASS 1 m 1 ! - ❑ OO ❑ 15 CEN.VAC.D 14-3068 UTILITY BATH 10 Lu 4,0" o 16 20 MIN.FIRE RATED DOOR. 10 UTILITY L I I ® CID -^ 6 39 50 FT I I F.A.U. LINEN O MASTER BATH o m I I I U P o o A I !�1 ttl 90 50 FT 2668. 8 WH 4 a Y Lu GENERAL NOTES z_ m a'-51/2" ° , a 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. SHOWER Q — — — — — — — — — — ,+ 3150FT a cil ® m AREA OF REMODEL GRANGES 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. w Lu ° e 3.VERIFY HERDER HEIGHTS WITH SUPER. 35'-81/2" l 1 LU T 4.ALL EXTERIOR WALLS ARE 2 x b 16"O.G. STUDS, UNLESS NOTED OTHERWISE. `�/ Lu AREA OF REMODEL CHANGES 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED OTHERWISE. PROP05ED BASEMENT FLOOR PLAN Lu V b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER c DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR y. LOCATIONS. o Z FRAMING NOTES 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2.COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS N BL06KOUT5. v �+ 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT 5HOWN HERE 15 FOR SCHEMATIC fV DESIGN ONLY. MANUFACTURER 5HALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO ° THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRIGATIONAND o Q INSTALLATION. W.LL.W zooz oo¢o 4.ALL TRUSS TO TRU55&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. Lu a o iWZ� 5.FLOOR SHEATHING TO BE 3/4"GDX OR 05B 5TURDI-FLOOR T&G,GLUE AND NAIL W/RING SHANKLu W a 8d's Q 6"EDGES&12"IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF N o a w SHEATHING TO BE 1/16"05B OR EQUAL. o w(J-m 6.PROVIDE 50LID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T LOCATIONS AND _ °o°_ mw�za BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. FFowN CID 0 Q m o 1. PROVIDE BLOCKING BETWEEN I-JOI5T5 AT INTERIOR BEARING LOCATIONS WHERE wxoxF U'5 Fw¢ W THERE 15 A LOAD BEARING ALL ABOVE. ^ O ��=Na Ck °° 8.ALL CONNECTIONS TO BE 51MP50N OR EQUAL. Lu yoQwl ° a a O �w Z,U'z 9. INSTALL HURRIGANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS A5 WELL Z0::j=a A5 FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. O ,t Z o a l LL 20'-3 1/2" o 1)'w W z Z Noz, PLAN AREA5 O gaNN z�ZQ ow3� �oot EXI5TIN6 MAIN FLOOR 1,216 5a.FT. �z /1 zmu5z ■ice ow o w �, EXISTING BASEMENT FLOOR 1,254 5a.FT. ~ate EXI5TINO TOTAL LIVING AREA: 2,410 56t.FT. OWNER APPROVAL EXISTING GARAGE 448 5Q.FT. INITIAL: PROP05ED COVERED DECK 361 SQ.FT. PAGE: EXISTING MAIN DECK 16q Sa.FT. EXI5TIN67 MASTER DECK 211 5a.FT. A5 PROP05ED BASEMENT PATIO 61 SQ.FT. OF: IGNED J. 5YKORA, GPBD DRAFTED BY: 0 CV N s SCALE s 1/4" = 1' U.N.O. a W 1-5-22 w IL Z"qqqq 56'-0" 52"1 52"1 4'-0" 36'0" — r — r— r m — I F —� F- -1F -1 I I I ry a N I 0 L— El - I 4400 UI 1 — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — r ,i - N. N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — n u� 4 i L U I I I I �I I I ILn I I I I —_ I I — — — — — — — — — — — — ___j EXISTING FLOOR JOISTS @ 1 O.G. EXISTING FLOOR JOISTS @ 16" O. . i i I — — — — — J (JOIST SIZE UNKNOWN) NJ G _ F L_ — J - L_ _ J — — I N ADD OST MEN— ry I I EW FLOOR BEAM V OTI R TIO I VERIFY FOOTING UNDER P05T LOCATION �� EXISTING FLOOR J015T5 @ 16 O.C.—ry I I STING FLOOR J T5 @ 16 O.G. N I I I I I I I (JOIST SIZE U OWN) ■ I I w L iL I I I I I I LJLJLLIL� N r — � I — — — — , I I I z w D EXISTING FLOOR BEAM 6F ■ I I I I Q ( I I uP UP a J Lu o I I d d d L a v � a � � I I w w � o v EXISTING FLOOR FRAMING PLAN 4 PROPOSED FLOOR FRAMING PLAN a N a� a N o�=a w z CV ■ ■` OZ Oz ry V UO�O ry W m RE (V c d 7- KWza aw KK a � a0 ZUt� n N,paw K F�HH zow-w�O 0 e � �LLpUo z�zgm 7 =u�U07 mw�zw Z F =O y N wa�0 W 2UKH z3¢z62 m�=Wo ^ aaoa? zwoaK�FO m OOj ° e pZg-�WmZ Z O gOwwo�0 W. a -ON <d a m OO z�Za ow3� mqQ xz 20'-3 1/2" 35'-b 1/2" 2' u 20'-3 1/2" 35'-b 1/2" w zo" 0 w z m �a OWNER APPROVAL INITIAL: PAGE: A6 OF: IGNED J. 5YKORA, GFBD DRAFTED BY: q 0 CV N s 5GALE s m 1/4" = 1' U.N.O. 7 0 W I- 1-5-22 w IL 20'-0" 36.-0.. DECK o 536 50 FT 4' 0" 16.4.. 36'-0" X v � N34-5036 1^l39-4050 V438-4050 W31-4050 Yg36-4050 YV35-4050 1-0 a N 8'2" - — - - - a � I Uhl o o L 00� � a W o _ o I DINING 166 5Q FT I FLAT CEILING "1'-8" LL FAMILY z I Ln 1.1 309 50 FT o KITCHEN 135 5Q FT lz I N VAULTED CEILING o w in r - = LIVING ry 397 5Q FT 11'-11/2" o w v o } r w V fl o Z m z GL05ET GEILING BEAM a N 26 50 FT ' N - - - - - - - - - - - - - - - - - - - - - - - - - - 4068 3666 6068 VAULTED CEILING w v TN .p = _ N srovE 1 N ENTRY/ FOYER 124 5Q FT Ln cA 1/2" ST IRS 335 FT I I ;p Lu STEF ON 15'-5 1/2" 6068 O ° °ON BATH ^' LANDING 345Q FT .. f- — — — — — -- Z (11 LANDING HVAG EQUIP.4'-0" I 23 — — — — — — — — — — — — z STEP ROOFBEAM STEPS I I ROOF BEAM L — — — — — � W J 11'-T. 8'-11" 13'-41/2" 1'-8" �/ Lu w I w EXISTING MAIN FLOOR PLAN in CV I o GARAGE 448 5Q FT o <�mQ o�Fa zOOz W ¢O° ¢�00 Wz a 9WF �FZOK Z.Oao K F�HOH pofwg0 Z�Z m O U w =u�007 mw'za w2UKH z3¢z� wt7K m�=Wo <aoa? — O ao< m 20' 31/2" oW w= O zO�zO =L=a zZau� o ,6 LL UWUK Xoc z=.' So-Zai imZa Lu om3 �0 t: OQaU Zmyz w a w O m z f Q OWNER APPROVAL INITIAL: PAGE: Al OF: FLOOR PLAN NOTE5 IGNED J. SYKORA, GPBD SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED DRAFTED BY: IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA c� GIVING AGGE55 TO EACH SEPARATE 5LEEPING AREA. IN NEW CONSTRUCTION, CV REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE 3' DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SCALE s q �I I I M SHELF AND HANGING ROD. I/�" = I 1 v N. O 0 w Z�/ BUILT IN 5HELVE5. 1-5-22 W IL 3F 2 1 Hi Rob, A 12 A 12 A 1 2 CABINET-OWNER/CONTRACTOR TO VERIFY. Well, other than the common wall I've already 1 ii EGRE55 WINOOW5 SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRE55 5.1 Y S6 -0 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20"WIDE AND 24" commented on, m y take is the interior walls are not HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. 20'-0" 36'-0" intended to take shear, there is no apparent connection WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC,CONTROL,SUCH to roof diaphragm. So altering them should not affect ASA CLOCK TIMER WITHA ZONE RATING OF1.5ORLESS. the lateral strength. That said, this building, like so o F.A.U.ON 15"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. P05T TO BEAR ON NEW ROOF BEAM many older buildings may not meet current code for POST TO BEARON v EXP05ED FACE AND 5IDE5 TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BO. NO FURNACE SHALL EXISTING BEAM AND BE INSTALLED IN ANY CONFINED SPACE WITH AGGE55 ONLY THROUGH A BEDROOM, hi lateral, but these alterations do not trigger upgrade PO5T5 BELOW. EXISTING DeCK P0 E 5T5 LLOWMAND BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF I M 0° FURNACE. 4'-0" - 36'0" ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE x Tim K. Garrison, P.E. o INSTALLED,SHALL BE PROVIDED WITH DEVICES TO AB50RB HIGH PRESSURES 2_1" b._0 a RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 3 PROPOSED COVERED DECK END OF PIPE LE55 THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE L — 1_0 0 NEW DOOR W10-4050 W11-4050 W12-4050 W13-4 50 W14-4050 STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN a EARTHQUAKE. N f PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&GOLDSHUTOFF f CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL z I IS SBQ AREA COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF � CA Q. DINING , THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR E. o EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF o 0 200 5Q FT SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. Ln 2_7 5'_0" 1'_b„ 4'_0" 11" c NEW WINDOW MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE La 8. NEW DOOR WOS-4028 PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 LIVING G.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW Q OR OPENING INTO THE BUILDING. MINIMUM DUCT 5IZE 15 4 INCHES. DRYER,KITCHEN, I DW 519 5Q FT 1 0 AND BATH FANS TO BE 5EPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK w m w i I ° ° ❑ >E PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE LL CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX m I L 1 CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH FJ64 2'-0" 5'-51/2" a'-4" 4 DOMESTIC DRYER EXHAUST. Ln 12 KITCHEN A 12 226 5Q FT 22"x 30"MIN.ATTIC AGGE55 TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 11 FRAME OUT ACE55 HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" w r PLYWOOD. AGGE55 COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- Z I VAULTED CEILING Future knee I w STRIPPED OR SEALED TIGHT. 4 X 5 15LAND lu BUFFET v Z braces may — — — a f GUARDRAIL 36'.ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. 1 I N v 1 2 INTERMEDIATE RAIL SPACING SHALL NOT lu require additional I � m v ALLOW A 4"DIAMETER SPHERE TO PASS THROUGH PER I.R.G.SECTION 312.2. support in the L - CLOSET m PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE,CONSULT WITH OWNER FOR wall. You may — — — — VAULTED CEILING — — — — — — — — 20 5Q FT 13 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO want to address ry _ _ _ - - _ - - - - - - - - - - - - - - - - - -- D09-bou, MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-GOMBUSTABLE I EXISTING ROOF BEAM CEILING BEAM SURROUND&HEARTH MATERIAL. that before finishing the new DOS-26 8 - - - - - - - - - a'-b" 8'-8" 14 GARAGE FLOOR 5UFACE5 SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR MIN I 1/8"PER 12"TOWARD5 MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. kitchen. I 5MOKEDET. ENTRY O1 N REFER COVET. OO 1 122 5Q FT 15 8„ o co I 12 � � TEMPERED LA b'-5" N 5 I BATH 5TAIRF5 I I 5 LU ON STEP PANTRY 5b 5Q FT m Al2 1 65 5Q FT 16 20 MIN.FIRE RATED DOOR. I � D01-BOBS - - - - - - -- GENERAL NOTES 10 i-L z m LANDING I _ _ WO -2650 W02-2650 W01-2650 LU — 1 G NEW WINDOWS TOREPLAGEOLDWINDOWS -LANDING •~ 4'-0��� HVAGEQUIP. 1 0 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. Q D b 2468 b _ 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .STEP„° EXISTING ROOF BEAM STEPS I I EXISTING ROOF BEAM LU . ^ !U; 3.VERIFY HEADER HEIGHTS WITH SUPER. ^ . v � . ' ,• _ 4.ALL EXTERIOR WALLS ARE 2 x 6 16"O.G. STUDS, UNLESS NOTED OTHERWISE. •Ti"-9" . ' b- 1"� "13'-4112"a 1'-8" M 5.ALL INTERIOR WALL5 ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED OTHERWISE. Lu 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER c V '°. • ° e ° DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR O PROPOSED MAIN FLOOR PLAN LOCATIONS. z = ' : ' ° • • FRAMING NOTES N_ .' '° - 1• 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 1+ GARAGE ° °` ° 2.COORDINATE W/MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS ry 448 5Q FT a • a :. . BLOGKOUTS. v 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT 5HOWN HERE 15 FOR SCHEMATIC f ' DESIGN ONLY. MANUFACTURER 5HALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRIGATIONAND o Q 0 4 ° INSTALLATION. zoo °zo zo 4.ALL TRUSS TO TRU55&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. a W2 o 5.FLOOR SHEATHING TO BE 3/4"GDX OR 05B STURDI-FLOOR T&G,GLUE AND NAIL W/RING SHANK 7 9 W a 81 ° r °• , ' ° ° :° ° 8d's Q 6"EDGES&12"IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF +'� N o a L — — — — — — ° . .' .. ° ° , ° • , SHEATHING TO BE 1/16"058 0R EQUAL. z�a°°o 0. 6.PROVIDE 50LID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T LOCATIONS AND _�o°o°w_ mw�za BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. ow F o w N 0o��o 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE 'L U�Fz2 THERE 15 A LOAD BEARING WALL ABOVE. _ ^LU ��=Na U ' ii�� ¢aoa3 8.ALL CONNECTIONS TO BE 51MP50N OR EQUAL. O O 00<.0 w 0 20'-3 1/2" 0o�zo 9. INSTALL HURRIGANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS A5 WELL (� Nx�=Q A5 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. �/— Z,z 0-o 2W �o O o?Wwz 3 2 1 L L zoz� PLAN AREA5 gaNN z�zz Al2 Al2 Al2 °w3a EXI5TING MAIN FLOOR 1,216 5G2.FT. Q— 2°au OQu5U w0wo,,,ow0 EXISTING BASEMENT FLOOR 1,254 5a.FT. ~ate EXI5TINO TOTAL LIVING AREA: 2,410 56t-FT. OWNER APPROVAL EXISTING GARAGE 448 5Q.FT. INITIAL: PROP05ED COVERED DECK 361 SQ.FT. PAGE: EXISTING MAIN DECK 16q Sa.FT. Ab EXI5TING MASTER DECK 211 5a.FT. PROP05ED BASEMENT PATIO 61 Sa.FT. OF: WINDOW FLASHING DETAIL - STEP 1 IGNED Ty1���. 1 5YKORA, CPBD Exterior f Exterior Interior DRAFTED BY: I' f Alternate Method to I Secure Head Flap q 6"Minimum .f ••'�- ry I i A+—��� L ••r r '� ui + Ji + � i,i .•�+ 6 r f �• a J �f • 1 r t ' a �f _ r 1/4" = 1' U.N.O. 1 a r e r Minimum �Rw 7v I �' rl - - N �T � [h T 11 c Z �v LJ 7-5-22 IL k - ' ek WV NINDOV"llillill, SCHEDULE � for R°° Wi NUMBER aTY FLOOR TOP SIZE EGRESS TEMPERED DESGRIPTION ROOM NAME COMMENTS aTY NUMBER STEP I Prepare the Tyvek'WRB for window installation: N01 1 1 boI 2650 FIXED GLASS STAIRS PROPOSED 1 Nol A. Make an"I-Cut""{Standard 1—Cut)in the cut across WRB(modified I-Cut is also accepted). ALTERNATE METHOD under SECURE HEAD FLAP; In li eu of temporarily taping,the head NO2 1 1 60" 2650 FIXED GLASS STAIRS PROP0SED 1 NO2 Far an"I-Cut",begin with a horizontal cut across the bottom and the top of the flap can be tucked under the TyvekWRB. window frame(for round top windows,the cut should begin above the mull joint). NOTE:Some windows and flashing widths may require longer slits. From the center,cut straight down of 8"extending from the corner of the window the sill. NO3 1 1 bo" 2650 FIXEDB. Cut two 45 degree slits a minimum o GLA55 5TAIR5 PROP05ED 1 NO3 C. Fold side flaps into rough opening and secure to inside wall.Cut off excess flaps if head,up and away from the window opening-This will create a flap above the desired. rough opening toexpose sheathing or framing members to allow head flashing N04 1 1 80" 4014 IXED GLASS GARAGE EXISTING 1 N04 nstal s lation{see step 4J.Flip head flap up and temporarily secure with DuPont" Tyvek"Tape. WINDOW FLASHING DETAIL - STEP 2 N05 1 1 bo 4014 FIXED GLASS GARAGE EXISTING 1 N05 N06 1 1 80" 4014 FIXED GLASS GARAGE EXISTING 1 N06 N N01 1 1 51011 2630 FIXED GLASS KITCHEN/DECK PROPOSED 1 N01 Z Ivel No Gap in Corner Iy//�`�' To WindawJa Ln inb •'08 1 1 510 402b LEFT 5LIDSLIDINGKITCHEN/DECK PROPOSED 1 NOb FlexWrap;" .+n + ,{ kNoq 1 1 bo 402b LEFT SLIDING DINING/DECK PROPOSED 1 kNOq u.i WRONG sill CORRECT .' r N10 1 1 bo" 4050 SINGLE HUNG LN/1 NG/DECK EXISTING 1 N10 ISI� r ! U R W �f J e� LL 414 Sill Width Minimum OO NOT STRETCH er +12 inches LnT�`' A STEP 2 A. Cut DuPont"FlexWrap:'at Least 12"LONGER than width of rough opening silt(S). C. Remove narrow release paper. Use rail widths sufficient to achieve a minimum of 1"adhesion BEYOND where the D. Fan out the FlexWrap at earners and adhere onto face of wall Continue adhering wi ndow frame will be located,ensuring 2 3"adhesion onto the face of the wall. onto face of wall along sill-Coverage of FlexWrap"should be 2"-3"onta the face of B. Remove wide piece of release paper. position on horizontal sill by aligning the the wall, Inside edge of the narrow release paper with the face of the wall to ensure 2'-3" of the FlexWrap"will be adhered to the face of the wall with a minimum of li"up each jamb. Adhere into rough opening. WINDOW FLA5HING DETAIL - STEP 3 & 4 VEl DOOR 50HEOULE LUS�Jej iey NUMBER GTY FLOOR 51ZE NIDTH HEIGHT DESCRIPTION ROOM NAME COMMENTS QTY NUMBER v T Ei a e� 001 1 1 6068 12 " 80 " EXT. DOUBLE HINGED—GLASS PANEL ENTRY EXISTING 1 001 Vej �' TY�ek e yJEk 002 1 1 16010 1 q2 " 84 " GARAGE—SLAB GARAGE 1 002 zLU aZ k D03 1 1 2868 32 " 80 " HINGED—DOOR P01 GARAGE/DECK EX15T1 NG 1 D03 z A Ve T� Tv S"alaNAE:Apply recomoweYeResidential DO4 1 1 5068 60 " 80 " EXT SLIDER—GLA55 PANEL KITCHEN/DECK PROPOSED 1 D04 L Sealant,or recommended sealant at sill with at[east two{2i p^gaps in the . A sealant bead for every 4'of window to INCORRECT INCORRECT CORRECTCORRECT \ LU allow for drai nag e. ❑ue�etsa Fla e'l flush withaFzwrap navelaps FIaxI;pe�B 005 1 1 6068 12 " 80 " EXT. 5LIDER-6LA55 PANEL DINING/DECK PROPOSED 1 005 vLU STEP STEP 00 1 1 8 8 " 80 " HIND D—DOOR P01 PANTRY/GARAG PROPOSED 1 00 Apply Tower Residentiat Sealant,or recommended sealant,on three sides[jambs and A. Install window according to manufacturer's instructions. 6 246 2 E E 6 head)as shown above. B. Cut two pieces of DuPont-Flashing Tape orDuPont7StraightFlash-for jamb 006 1 1 2666 30 " 60 " 2 DR. 81FOLD-5LAB PANTRY/KITCHEN PROP05ED 1 DOS W o � flashing extending 1"above window head flange and below bottom edge of sill . (� flashing-Remove release llinga drip pcapa part of the window the 00q 1 1 6068 12 " 80 " 5L1 DER-5LA�B GL05ET/ENTRY PROPOSED 1 00q v , z OPTIONAL:If installing a drip cap as part of the window installation before the O CapontaUatAdhered ctionashingertoQpneatthewindowheacaltegoftedfip 010 1 0 8068 q6 " 60 " SLIDER—GLA55 PANEL MASTER BEDROOM PROPOSED 1 010 A— � Cap lras#aliation Section a nd refer to C`BLlgdll.NOTE;The vertical leg of the drip cap must not be tatter than the window head flange when installing drip cap according D1 1 1 0 6068 12 " 80 " to Option 1. EXT. 5LI0ER—GLA55 PANEL FAMILY PROP05ED 1 011 C. Cut a piece of DuPont"Flashing Tape or jamb for head flashing Long 012 1 0 2665 30 " 80 " HINGED—0 00 R P01 FA M I LY/U T I L I TY EXISTING 1 012 enough to extend beyond outer edges of jamb flashings.Remove release paper and install completely covering flange and adhering to exposed sheathing or framing members.OPTIONAL:If dflali flashing, Drip part afthe ationS ❑tionand refer 013 1 0 3068 36 " 80 " HINGED—DOOR P01 FAMILY/MASTER BEDROOM PROP05ED 1 013 but after the window head flashing,see Drip Cap installation Section and refer to gE . 014 1 0 3065 36 " 80 "NOTEE:!Ensunsu POCKET—DOOR P01 MASTER BATH/MASTER BEDROOM PROP05ED 1 014 re proper shingling.DuPont Flashing Tape or StraightFlash"at jambs must overlap the Dupant"FlexWrap"at the silt and adhere to the Tyvek"WRB below 015 1 0 6068 12 " 80 " 1 + 1 —PANEL SLIDER—SLAB MASTER BEDROOM/CLOSET PROPOSED 1 015 e. the sill. ,y LL~W p❑Oz WINDOW FLASHING DETAIL - STEP 5 & 6 016 1 0 2668 30 " 80 " HINGED—DOOR P01 HALL/BEDROOM #2 EX15T1 NG 1 016 W.�o2p� Oil 1 0 6068 12 " 80 " 4 DR. BIFOLD—SLAB GLOSET/BEDROOM #2 EXISTING 1 Oil 0 LU W TEO"' D18 1 0 2668 30 " 80 " HINGED—ODOR P01 HALL/BEDROOM #3 EXISTING 1 018 C, 012W2° Ri o 0 OH Are 01 q 1 0 6068 12 " 80 " 4 DR. BIFOLD—SLAB BEDROOM #3/6L05ET EXISTING 1 01 ClI W °az 01 �o c 020 1 0 2668 30 " 60 " HINGED—DOOR P01 LAUN DRY/HALL PROP05ED 1 020 � mox B ,. 021 1 0 2868 32 " 80 " HINGED—ODOR P01 BATH/HALL PROP05ED 1 021 LU <oQwa y.:s f i = D22 1 0 2668 30 " 80 " HINGED—DOOR P01 UTILITY/HALL EX15T1 NG 1 D22 0 z=wa° ` D23 1 1 2668 30 " 80 " HINGED—DOOR P01 BATH/ENTRY PROP05ED 1 D23 wol R r zozm �+ Z "(9 w f =c-a Zwzz y�r .10 Y �J KQU'U Interior Wow o xz° �a OWNER APPROVAL STEP 5 STEP 6 A. Flip down upper flap of Tyvek'WRB so it lays flat across head flashing. Final Step INITIAL: B. Cut-1"strip of the Tyvek`WRB at Lower horizontal edge of head flap. I nstall Tower'Residential Sealant or recommended sealant(and backer rod as PAGE: C. At the head,continuous tape seams as shown with DuPont-Tyvek`Tape or necessary)around the window opening at the interior.It is also acceptable to use DuPont`Flashing Tape.DO NOT TAPE at bottom of window. Great Stuff Pro-Window&Door Polyurethane Foam Sealant,or recommended foam.When using Tower'Residential Sealant,tool sealant bead flat to allow the NOTE:Skip-taping at head with a maximum of two(2)2"gaps for every 3'of window is natural curing process to create a concave shape.Be sure that the sealant penetrates Aq acceptable if an air barrier is not required or if additional drainage is desired- the grooves of the DuPont"FlexWrap"'around the sill.When using Great Stuff Pro" OPTIONAL:If installing a drip cap AFTER the Tyvek'WRB head flap is flipped down and Window&Door Polyurethane Foam Sealant in perimeter openings less than 1f2", sealed,see Drip Cap lnsrallation Secton and refer to Option 3. apply using the plastic extension tip for the Great Stuff Pro-Dispensing Gun during installation. F' NOTE: Installations that specify a wIndowld❑or design rating of DP45 or greater require extra precautions. See Special Considerations for Performance requirements exceeding this design rating. DE5I6NED BY: J. 5YKO RA, G P B D DRAFTED BY: N N O N N S 5GALE s 1/4" = 1' U.N.O. DATE o w H 1-5-22 lop 4'-0" 16'4" op36'0" ol yX S 0 N 0 O EXI5TIN6 MANUFACTURED TRU55E5 24" O.G. W >E — - EXISTING FLAT CEILING v J w J 4 4 Ln II z o 0 J Z "' (y N W J } EXISTING ROOF BEAM CV l z Fu 1ZW ~ U � N 0 X W w N _ Lu �n EXISTIN6 FRAMING OVERBUILD y \\ o V OL i z Lu q'-1 1/2" Cl AWL Ul IL IF Lu - - — — — — — — � I � - — — J J l� J LU w Lu O O W z Ln Lu o Ln v 4:12 14:12 z I I I pOFa 1' zOOz V T W�p¢O < -LL Z I .12oo 0 =W a- gaFwZUF<� X O p F Z U K Z.0ao Lu o�W�o zwz-.z-m oUpw =Ew,i �..w`/■ om2w V Z F p Y N g0¢'zO V W H 2UK Z 2�Q2� coo <=WO ¢a ? z W.of z OOjz2QO A W 0a ( m�0 LL � pUWU� 20'-3 1/2" 35'-8 1/2" x N z w?N 11 1 � Z�=Q Mom! om3 xz.a O¢aU ZmyZ W p W o S Z p f Q OWNER APPROVAL INITIAL: PAGE: A10 OF: IGNED ROOF FRAMINO NOTES J. 5YKORA, GPBD DRAFTED BY: N N O N REFER TO SHEET A4 FOR FOUNDATION NOTES AND 5GALE DETAILS. 1/4" = 1' U.N.O. 73 0 COORDINATE YN/ MECH. & ELEC. FOR LOCATIONS & SIZES OF "' 1-5-22 FOUNDATION/SLAB/JOISTS BLOCKOUT5. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOYNN 19'-1 1 3/16" 0' 4" 0'-113/16" HERE 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER 4'-0" 16'-0" 3b'-o" SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE -_ _ — - FABRICATIONAND INSTALLATION. � POST TO BEAR ON NEW ROOF BEAM POST TO BEAR ON EXISTING BEAM AND S EXISTING BEAM AND POTS BELOW. P05T5BELOW. ALL TRU55 TO TRU55 & TRU55 TO BEAM CONNECTORS TOIx a NEW 2 X 10 STICK FRAMING 24" O.G. BE DESIGNED BY MANUF. 0 N FLOOR SHEATHING TO BE 3/4" COX OR 05B STURDI-FLOOR T&G, GLUE AND NAIL YN/ RING SHANK Sd's @ 6" EDGES & 12" 2 o IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. Ln %WO BRBEAMAGETOSU NEE PORT ROOF SHEATHING TO BE 1/16" 05B OR EQUAL. W ROOFEXTEN51ON EXI5TIN& MANUFACTURED TRU55E5 24" O >E .G. _ J LL PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL POST LOCATIONS AND BETYNEEN UPPER AND LONER ADDED ROOF AREA STUDS AT FLOOR TO FLOOR HOLDOYNN LOCATIONS. � J FRAMING OVERBUILD O v BEAM AND KNEE X U'\X w EXISTING RAFTERS . BRACE T0SUPPORT PROVIDE BLOCKING BETYNEEN I-JOISTS AT INTERIOR ROOF EXTENSION z o 0 BEARING LOCATIONS YNHERE THERE 15 A LOAD BEARING tro W 4 - - - - - - - - — — — - - - - — — — — — YNALL ABOVE. cn Future knee braces may — — require additional _ _ _ _ LU o ALL CONNECTIONS TO BE 51MP50N OR EQUAL. support in the EXISTING ROOF BEAM i IL W CV wall. You may � a > INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP want to address BEAM AND KNEE Z w n BRACE TO SUPPORT � p \JVL/ that before ROOF EXTENSION W PLATE CONNECTIONS A5 YNELL A5 FROM TRU55 OR RAFTER w finishing the new kitchen. TO BEAM CONNECTIONS. O z O EXISTING FRAMING OVERBUILD EXPOSED YNOOD - ALL YNOOD EXP05ED TO YNEATHER MUST Z w � N Ul I I BE PRE55URE TREATED OR OF NATURAL RESISTANCE TO m DECAY AND BE LABELED ACCORDINGLY. IRG R311.1 & w ts) LU � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R31 '1.2 v w � w / I \ EXISTING ROOF BEAM L — — — J EXISTING ROOF BEAM \ FASTENERS - FASTENERS FOR PRESERVATIVE TREATED v O V I 11'-9" b'-11" 15'-41/2" 1'-8" w o YNOOD AND FIRE RETARDANT TREATED YNOOD SHALL BE < ry I HOT DIPPED GALVANIZED OR 5TAINLE55 STEEL OR Z w Q- � EQUIVALENT. a 1 ry YNA5HER PLATES - 3" X 3" X 1 /4" SQUARE HOT DIPPED ry D GALVANIZED YNA5HER5 ARE REQUIRED AT EACH ANCHOR PROPOSED ROOF FRAMING PLAN BOLT. IRG R602.11 ?�Q� 4:12 4:12 o �a SCALE: 1/4"= 1' o°zoz ffi z O z W�10 GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 3611 IN zWZU .^ O Q3 a z�a v Q W F U z I ' HEIGHT YNHERE THE ADJACENT SURFACE OR GRADE 15 3011 v zma O OR MORE BELOYN. RAILING OPENINGS SHALL NOT ALLOYN ILL Z�zgm X �ao,o =u�U07 N=Oza w THE PA55AGE OF A 4" SPHERE. IRG R312.1 . Iv W�¢az LU �o �a W 2UKH Z 2�QZ� �V=NO ¢aUp? O z z N W LL I PRE- ENGINEERED FLOOR AND ROOF TRU55E5 - SHOP � �W=wa o0��Z z=�Qa DRAYNING5 AND ENGINEERING MUST BE PROVIDED TO LL .� ZZ.a00 !Zy�a LL "UW.K INSPECTOR AT TIME OF FRAMING INSPECTION. O zoom gaNN aWzz ,o C 3 20'-3 1/2" 35'-b 1/2" a m /1 Pzaa Zmyz W 0 W O =z f Q OWNER APPROVAL INITIAL: PAGE: OF: lllll ll lll ������������������������������������������������������������������������������������������������������������������ ,E:;�P, �� 0 =*mjl4QlRrd=;;rdm9r*jRvQ;*fAlm ����� m - M����m M� , E 1� IN 1��� m M����m m ��m ml���lm 1� -- �lm I OW M� �m M �w M;W 011-4 N m m — I -- E ����� 00- i , 4 . ����� , . I i ---- or I I - ---- -- 1�����l �-. ��= � - I . m M E -1 9 u W � ��= m . . . 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1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll�Hllll==Illlll==Illlll==Illlll==Illlll==Ililll==Illlll==Illlll==Illlll=-Illlll==Illlll==Illlll==IllllI 0 : MIM = = = = = = M ::Illlll�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ilill�illill�illill�illill�illill�illill�111111�111111�-iiiiii�=illill�=illill� m NAMINVU10001 � � - . 0 1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll�Hllll=Illlll=Illlll=111111=Flll-ii=Fiii-ii=i-iiiTi=iiiiii=-iiiiii== : ::Illlll�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ilill7�imil�=illill�=illill�=iiiiii�=iiiiii�=IFII-Il�=Illlll=llllll- - 0 1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111111=Illlll=Illlll=Iillg=MIHIH=111111= 0 = = = iiiiii�illill�illill�illill�=illill�=illill�=illill�=illill�=ililll�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=llilli�=illill�illill�illill�illill�iimi�illill�illill�illill�111111� —0 � � = =Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll=Illlll�illi"�ililll==Illlll==Illlll==IllllI I 0 iiiiii�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill��lilill��illill��illill��illill��illill��illill��illill��illill��illill�=111111��illill�- � 0 =Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll=Illlll=Illlll=Illlll=Illlllmmlll==IllllI �l m -- iiiiii�illill�illill�illill�illill�illill�illill�lilill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�111111�111111�111111�illilloililll �- I � � . - M I I I H H = = = = = =111111=11111M . - � � � � � � � � � MilliM � 1=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=11illi=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=Flll-ii=Fiii-ii=Fiii-ii= =iiiiii=�iiiiiI IIHH=-IHMM=IIRHMEEI��Mill�Hilll=llllll==Illlll==Illlm�iiim=�=IIIHI=�llualm=�llilll=�ililll= = = i M M : � : = . :111111�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�lilill�illill��illill��illll= = R-= 1 : ffirillill : �illi�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ilill7�llilialllm=�llm=M 2111111�illill�illill�illill-illill�111111�111111�illill=Illlll�illill�111111�111111�illill�illill�'ll".�......� -- � � � � � �111111=Illlll=Illlll=Illlll=Illlll= H M =Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll= �ll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=IlllllM....ll=Illlll=Illlll=Illlll=Illlll=Illlll=IllllI 1=Illlll=Illlll=Illlll�ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll= llrm,=Lllll�ili W...........................--------- � : ::Illlll�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�=illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�imii�illill� iiiiii�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�llll11�... �...ill�illill�illill�illill�illill�illill�illill�illill�illill�illill�lilill�illill�illill�illill�illill�illill�illill�illill�illill�lilill�illill�illill�illillililI =Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=llllll=llllll=llliii�iiiiii =111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111 1=�111111=�111111=�111111=�111111=�111111=�111111=�111111=�111111=�11illl=�111111=Illlll=Illlll=llllll=llllll=111111=111111=111111=111111=11illi=111111=111111=111111=111111=111111=IMII=Ililll=lllllI i ��i ��� = = 11 l'i M !� �illill�illill�illill�illill�illill�illill�illill�illill�illill�illll�illill�lilill�illill�illill�illill�illill�illill�illill�illill�illill�ililll�illill�llilli�illill�illill�illill�illill�illill�ililliallilliallilI : - - - = � iiiii! M M M M M M M M M M M M M M M M M M M M M M M M M M M M M a :iiiiii�illill�illill�illill�=illill�=illill�=illill�illill�illill�lillil�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill� =111111W . , � � =111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=111111=ililll=llllll=llllll=lillll=llllll=llllll=llilll=llllll=llllll=lll111=111111=1illll=llllll=iiiiii�illllI - I I I I I I M I I I I I I M I I I I I I m m m m m m m m m m m m m m m m m m m m m m m m m M !=Fiiiii=Fiiiii=Fiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iliiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiiI - G, =111111 l�illill�illill�illill�illill�illilI� � : = 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�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�lilill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ililll�llilli�ililI =111111 : ::Illlll�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ililll�llilli�illi�illill�illill�illill�illill�illill�illill�illill�illill�illilI - - -� - -1111, 1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll= llll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll= ililll=Illlll=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll=Iillll=Illlll=Illlll=IllllI : . 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1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll�lillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillil=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=iiiiii�iiiiii�iiiiii�111111 . : . 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1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=IlllH�111111=Ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililli=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll�111111=Ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=ililll=Illlll=Illlll=Illlll=IllllI : 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1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillil=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=IllllI : 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1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll�111111=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillil=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111�111111�111111�111111=IllllI : ::Illlll�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�111111�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�11111 1=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillil=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=111lll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Iillll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ill111=111111=Illlll=Illlll=Illlll=IllllI : :111111�111111�111111�111111�illill�illill�illill�illill�illill�lillil�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�ililll�lilill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�lillil�illill�illill�illill�111111�illill�illill�illill�illill�illill�illill�illill�illill�illill�111111�illill�illill�illill�illill�ililll�lilill�illill�illill�illill�illill�11111 !=Fiii-ii=Fiii-ii=Fiii-ii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiii=iiiiiI : 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=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll�111111=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililli=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=illill=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Ililll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=Illlll=ililll=Illlll=Illlll=Illlll=IllllI = M M � � � = = iiiiii�illill�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�llilli�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill�illill��illill��illill��illill�illillillilI 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E iu— ME ill 20 NEW ROOF OVER-FRAMING MAE 21 NEW 2 X 12 FA5GIA 22 NEW SOFFIT TO MATCH Lu EXISTING k) B U I L D ING SECTION 4 23 NEW STANDING METAL SEAM ROOF O z LU a z — w � � � v toLu Q �' 12 1 12 ~ C4 p 4 4 Lu1 1 O v 2 ® ® ® 3 )nnnnnnnnnnnnnn b Tnll 3 II 5 5 II 5 S 8 q q q 10 LIVING ROOM ENTRY GARAGE BATH 10 - R L:7- ENTRY i Z o0=a OZU OZQO 4D �52LL O¢BO 14 14 =WZ>- 12 Haig Hill11 V - ND Oaw 1l 1-��o4 o�W�o WO-m �aOVo BATH UTILIT HALL MASTER BATH O mwo:za Y Y _ W2UO:H q q Z32Z.2 ��=Wo `\ QaNaZ e V 00_<.o W g U Z IIIII—IIIII—IIIIINEIIIII IIIII I I Milill a�[E L J IF ZO�ZO =w=Q 16 16 lla°� 3 W W a f z ME 0?W W F Z N�Om S�Za Z�zQ om3 5 BUILDING SECTION # 5ou WOWo SCALE: 1/4" OWNER APPROVAL INITIAL: Hill PAGE: FE HT 9 Illing mll 111111 11111 —9 lu OF: BUILDING SECTION 5 IGNED J. 5YKORA, GPBD DRAFTED BY: 0 CV N s 5GALE s 1/4" = 1' U.N.O. a W 1-5-22 w m X IL M7� ZFZ a or DOUE Soo11111 11 Hill 11 a � N r ®® I Ln LLLL 0 U w EAST ELEVATION Ln I SCALE: 1/4" = 1' NEST ELEVATION SCALE: 1/4" = 1' Lu CV z Lu a z _ Lu Lu v LuLu Q �' Lu o z <�am� o�Fa z OZU O ZO o �LL ¢QUO 2WZU a- gLLZQ� p ZUN Z m�0 Oaw F�HH p�w�0 �dOUp =u�U07 m w�za e F F O Y N g,6 P: W 2UKH r Z2�Qz2 �t7K ��=WO ¢aUp? p Z_m W LL X� y <K-FO wo- \ /Lu Z LL UOjZO w2Q Lu ZZaU� �_m pFQ LL Z NORTH ELEVATION pUWU= S2z= zWzz GALE: 1/4" = 1' 20 w m� xz� SOUTH ELEVATION z myZ WpwOU 'LLLL IL �a 5GALE: 1/4" = 1' OWNER APPROVAL INITIAL: PAGE: A14 OF: IGNED EXTERIOR DETAILS J. 5YKORA, CPBD DRAFTED BY: a EXISTING COMPOSITE ROOF 0 (V N 5GALE aEXISTING FASCIA 1/4" = 1' U.N.O. 0 _ _ W Z 3 EXISTING ROOF BEAM 7-5-22 ® EXISTING ALUMINUM GUTTERS. NEW STANDING METAL SEAM ROOF 1 -41-L---------L- 12 12 1 4 4 1 © NEW 2 X 12 FASCIA 2 4 NEW 5EAMLE55 GUTTER X 2 � ® NEW ROOF BEAM N 10 q 10 10 10 ®® NEW HARDI LAP SIDING WITH 7" EXPOSURE qE. L q 1 NEW AZEK OR 51MILAR TRIM W 0 11 EXISTING DECK RAILING >m EAST ELEVATION Ln 5GALE: 1/4" = 1' 12 EXISTING DECK 13 NEW CONCRETE PAD 14 15 Fl-61 Lu LL- v O z CI z LU a z _ w ts) L v 1 U Q In Lu 1 12 z 12 4 12 4 � 1 2 1 1/2 4 6 2 3 zo�a Lio 10 �7a O11 zooz LL° ¢�o =Wz>. a- Lu gLLZQ� N�Z U N 0¢w K FAH o Z°2)W2 �' zagz m X0a0°o 12 O °°J mw�za ■ ZFOyN ■■F'■�■■� 20¢mO (D c9�Fw¢ Cl 0 3¢z �t7� ��=WO ¢aoa? q Lu } <F ik-0 Lu oo--za Z='L=a NORTH ELEVATION O �=y°° LL � o=wwz Z Solai O 5GALE: 1/4" = 1' a z�ZQ °m3 OQU5U Z"yZ w o o O HQ OWNER APPROVAL INITIAL: PAGE: A 1 � OF: IGNED EXTERIOR DETAILS J. 5YKORA, CPBD DRAFTED BY: a EXISTING COMPOSITE ROOF 0 CV N s 5GALE s I I EXISTING FASCIA 1/4" = 1' U.N.O. I - � 0 _ _ W Z EXISTING ROOF BEAM 1-5-22 a 7 4 4 ® EXISTING ALUMINUM GUTTERS. 6 2 v 11r IF 2 8 NEW STANDING METAL SEAM ROOF 10 10 10 j 1. 1 h I11 q ® 11 © NEW 2 X 12 FASCIA EM - -El EE =i:=, =1 . "r NEW 5EAMLE55 GUTTER X NEW ROOF BEAM ILN 10 10 q Eq NEW HARDI LAP 51DING WITH 7 EXP05URE 1 E. q t%oo L q 1 Q NEW AZEK OR SIMILAR TRIM 13La � Q 11 EXISTING DECK RAILING w L NEST ELEVATION 12 EXISTING DECK SCALE: 1/4" = 1' 13 NEW CONCRETE PAD 14 15 Fl-61 Lu LL- v O z CI z Lu a z _ w ts) L v Lu Q IS) Lu 1 5 12 2 1 1/2 � 4 2 1 b =74 lz 10 10 o zoz. oo¢o 11 11 =Wgz W��N 10 N�o-W z ZOWw00 Z,)'' q Z�z-m X O �a O,H =u�U07 0WLu 0za � Z F p Y N Z0¢-lO W 2UKH Z A 2�Q22 y 76 ¢aUp? 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WHERE SHOWN ON THE PLANS, MANUFACTURER: 51MP50N BRAND 15 SPECIFIED, HOWEVER GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL GEOTEGHNIGAL REPORT: GGI 15 NOT AWARE OF A GEOTEGHNIGAL REPORT FOR THIS PROJECT. GGI BASIS OF DE51ON —APPLICABLE CODES: ry ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT STRONGLY RECOMMENDS THAT A GEOTEGHNIGAL REPORT BE PERFORMED BY A QUALIFIEDl CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE SHALL BE DE516NE0 BY A CERTIFIED PROFE55IONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO SPECIFICALLY ADDRE55 A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING CODE. GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALY515 AND GEOTECHNICAL WITH THE 2015 IBC. CONSTRUCTION SHALL CONFORM WITH SCALE ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING FRAMING MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL BE 1/4" = 1 U.N.O. CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. ENGINEERING ARE NOT A SPECIALTY OF GGI. GGI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS THE MOST REGENT BUILDING CODE ADOPTED BY THE DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR- LARCH, NUMBER 2 OR BETTER, UNLE55 OTHERWISE 5HOWN. ALL INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL DATA, WHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING CAPACITY, LIQUEFACTION APPROVING JURISDICTION. � DESIGN DRAWIN65 WITH APPROPRIATE NOTES 51HOWIN6 SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE, CALCULATIONS. THE CALCULATIONS INCLUDED HEREIN ARE Lu PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE STUDS. 5TUD5 IN EXTERIOR WALL5 SHALL BE A SINGLE MEMBER(NOT SPLICED NOR DISCONTINUOUS) FROM MEMBER SIZES, FORGES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. AND COHESION. IN THE ABSENCE OF A 6EOTEGHNICAL REPORT GGI WILL MAKE ASSUMPTIONS ONLY TH05E REQUIRED TO ENSURE COMPLIANCE WITH -1_5.22 z HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS CL BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR REGARDING 501E PARAMETERS, HOWEVER, GGI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL ENGINEERED WOOD- GENERAL. THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF TH15 PROVISION 15 NOT DIAPHRAGMS, ETC. STUD SIZE, MATERIAL, AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS 15 SHOWN IN SHEAR SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND. ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND 56REW5 WHICH WILL BE EXPOSED WALL TABLE. STRUCTURAL FILL: "STRUCTURAL FILL" SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR ANALY515 15 "BI" (BY INSPECTION.) MANUFACTURER'5 RECOMMENDATIONS. FAILURE TO DO TH15 TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2 STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR OTHER WZAM""I" MAY VOID THE WARRANTY AND DIMIN15H LOAD CARRYING INSTALLATION RISKS CRACKING OF WOOD, CONTACT OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT(PRESSURE TREATED) MAY BE HEM GLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST BE LIMITED SCOPE OF GON5ULTANT'S WORK: CAPACITY. ANY NATIONALLY-REC06NIZED BRAND THAT ENGINEER FOR ALTERNATE NAILING AND /OR ALTERNATE FIR NO. 2 OR BETTER. GLULAM5, P5L5, LVL5, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS SECTION COMPACTED PER THE FOLLOWING SECTION. CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. CONNECTOR. BELOW. COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 5-INCHES. COMPACT USING OF THE WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., I-BEAM GOMP051TE WEB / FLANGE JOIST PRODUCTS. THE 51MP50N 505 WOOD 5GREW5. WHERE SPECIFIED, INSTALL NAILS: NAILS GALLED OUT HEREIN ARE "COMMON" SIZES, I.E. 160, 12D, 100, SD. SMALLER DIAMETER, 5IMILAR MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE DOING BU51NE55 A5 GON5TRUGTIONGALG, ING., HEREAFTER CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS. IN GENERAL LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 5, 160 5TRUGTURAL BAGKFILL COMPACTED TO g50/o RELATIVE COMPACTION. INDICATED AS "GGI." COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15/ ARE GALLED OUT, THE NUMBER OF 51MILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED 15 8'1.5 = 12. AS WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER- SCOPE OF CONSULTANT'S WORK. THE 56OPE OF WORK OF BRACING A5 5HOWN ON THE PLANS AND / OR A5 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO ANOTHER EXAMPLE IF 161) NAILS ARE GALLED OUT AT 4" SPACING, THE SPACING OF 5IMILAR LENGTH, EXCAVATION AND COMPACT PER THE ABOVE. GGI 15 LIMITED TO STRUCTURAL ANALYSIS OF A NEW SINGLE- RECOMMENDED BY THE MANUFACTURER. NARROWER NAIL GUN NAILS SHALL BE 4/1.5 =2.7. AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT SHEAR WALLS: WALLS GALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE FOUNDATIONS, FOOTINGS ON SOIL: ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED FAMILY RESIDENCE. GGI TAKES RESPONSIBILITY ONLY FOR P5L (PARALLEL STRAND LUMBER)AND VER5A-LAM. USE NEVER LE55 THAN REQUIRED TO ENSURE FULL STRENGTH. STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RE515TANGE BY EXISTING 501L OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTIN65 ITEMS SPECIFICALLY ADORF-55ED IN OUR DRAWIN65 AND x MINIMUM 2.0E, 2,g00 P51 MINIMUM ALLOWABLE BENDING 51MP50N 5D WOOD 5GREW5. WITH M05T 51MPSON NATIONALLY-APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP AND AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTING5 CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY 5TRE55. GONNEGTOR5, CONTRACTOR MAY USE 50g IN LIEU OF 100 BOTTOM TO DIAPHRAGMS. WALL5 NOT SPECIFICALLY GALLED OUT, OR LABLED "N5"ARE NOT INTENDED A5 TO BE BELOW LOCALLY PRESCRIBED FR05T ZONE, NOT LE55 THAN 12". ADDRESSED HEREIN SHALL BE BUILT PER MINIMUM CODE. \ LVL (LAMINATED VENEER LUMBER). USE MINIMUM 1 AE, 2,600 NAILS, AND / OR 5010 IN LIEU OF 160 NAILS. THESE ARE SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. FOUNDATIONS, FOOTINGS ON ROCK: WHERE FOOTIN65 BEAR ON ROCK, GLEAN THE ROCK FREE OF LOADS N P51 MINIMUM ALLOWABLE BENDING STRESS. PROVIDED IN 1-1/2" AND 2-1/2" LENGTHS. USE THE LENGTH G 5HEATHIN . "PYV"WALL5, USE PLYWOOD OR 056, MINIMUM THICKNE55 AND NAILING A5 INDICATED IN SHEAR L005E ROCK, DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRE55URE WASH A5 FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN L5L (LAMINATED STRAND LUMBER). MEMBERS INDICATED A5 NEGE55ARY FOR FULL PENETRATION INTO THE MEMBER(5) WALL TABLE, ORIENTED EITHER DIRECTION. "GW"WALLS ARE DRYWALL SHEAR WALLS, USE PER SHEAR WALL NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. WHERE ROCK 15 SLOPED /ANALYSIS: \ 1.5E SHALL HAVE MIN., 1.5E MODULUS OF ELASTICITY AND CONNECTED. TABLE. LE55 THAN 3:1 (18-DEGREE5), NO DOWELS INTO ROCK ARE NECESSARY. 2,300 P51 ALLOWABLE BENDING STRESS. MEMBERS SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH "PW"AND WHERE ROCK 15 5LOPE0 3:1 (18-DEGREE5) OR GREATER (UP TO 45-OE(5REE5 MAX), USE #4 X 16" LONG O ROOF LIVE: 20 P51F. INDICATED A5 1.3E SHALL HAVE MIN., 1.3E MODULUS OF "GW"WALL5, NO 5HEATHIN6 JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR WINDOW DOWELS ROTOHAMMERED MIN., 5" INTO 50LID ROCK. ROTOHAMMEREO HOLES TO BE %" DIAMETER, O ROOF + CEILING DEAD: 15 P5F %400 Ln ELASTICITY AND 1,100 P51 MIN. ALLOWABLE BENDING STRESS. CORNER. PERPENDIGULAR TO FACE OF ROCK. NO EPDXY 15 NEGE55ARY. DOWELS TO BE LOCATED A5 FOLLOWS: O ROOF 5NOW: 25 P5FLa GLUE-LAMINATED TIMBERS. UNLE55 OTHERWISE NOTED, ALL MULTIPLE PLY MEMBERS. o TRIMMERS, KING 5TUD5, HEADERS. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED A5 A 0 FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6" OF ENDS, CORNERS, AND INTERSECTIONS 0 FLOOR LIVE: 40 P5F Q GLULAM BEAMS SHALL BE 24F-V4 OF/OF. ANY THAT SPAN MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 160 AT 4" OG, STAGGERED. AND AT 36" OG MAX SPACING. OOWEL5 TO BE CENTERED ON 5TEMWALL. 0 FLOOR DEAD: 15 P5F CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS BEAMS, GOLUMN5. WHERE MORE THAN ONE 2X, OR LVL, OR L5L 15 PLACED AGAINST ANOTHER AND USED A5 A 0 FOR PAD FOOTINGS, USE THREE DOWEL5 SPACED 5" APART, CENTERED ON FOOTING. IF DOWEL 15 O DECK LIVE: 60 P5F >m OR ARE CANTILEVERED, USE 24F-VS OF/OF. USE INDUSTRIAL MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 161)AT 4" SPACING. TOO LONG TO FIT IN FOOTING, BEND AS NEGE55ARY TO PROVIDE 2" COVER AT TOP AND / OR 51DE(5). O DECK DEAD, 2" CONCRETE PAVERS: 32 P5F. iL APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO GLUE, EPDXY. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM SHEAR 5LA65 ON GRADE. 5UBGRADE BELOW 5LA55 SHALL BE 5IMILAR TO THE ABOVE. A LAYER OF FREE 0 EXTERIOR WALL DEAD: 10 P5F Ln INTERIOR LIVING 5PAGE USE ARCHITECTURAL APPEARANCE STRENGTH OF 450 P5I AT 25 DAYS. USE LIQUID NAILS LN-q40 OR SIMILAR. PREP AND APPLY PER DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS)ARE RECOMMENDED O INTERIOR WALL DEAD: l P5F GRADE. MANUFACTURER'S RECOMMENDATIONS. FOR ALL INTERIOR SLABS. 0 SEISMIC FAGTOR5: 55= 1.104, 51= 0.435. PRE55URE TREATED (PT) GLULAM5 SHALL BE NOT LE55 THAN EPDXY USED WITH WOOD DOWEL5 OR DRIFT PINS SHALL BE 51MP50N ET-HP, OR OTHER BRAND INTENDED FOR FOOTING DRAINS. FOOTING DRAINS, WITH WA5HEO DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT 0 5E15MIG DES CATEGORY: "0" 10% WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND WOOD USE. WOOD AND DOWEL SHALL BE GLEAN AND DRY PRIOR TO EPDXY INSTALLATION. EXTENDING TO FIN15HED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING 0 WINO EXPOSURE 'G', 3-5EG GUST: 120 MPH, E5GARPMENT MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES WINDOW AND DOOR OPENINGS. WALL5 WHIGH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" PERFORATED CONDITION. FOR PRE55URE TREATING. HEADER. USE MINIMUM 51ZE A5 GALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLE55 OTHERWISE SPECIFIED. O ASSUMED ALLOWABLE SOIL BEARING PRE55URE: 2,000 ALL GLULAM5 SHALL BE MANUFACTURED BY AN AITC DIMEN51ON VERTICAL. IF HEADER 15 LE55 THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR SINGLE LVL) USE A FLAT 2X STANDARD CONCRETE: P5F. NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION WITH 160 AT 4" MAX SPACING. IF NO HEADER 15 APPROVED FABRICATOR. STORE AND INSTALL IN STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND WALL5 SHALL ATTAIN A MINIMUM 28 SPECIFIED, THE WALL 15 ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE A5 THE HEADER. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MULTIPLEADJAGENTOPENING5. WHERE ADJACENT DOOR OR WINDOW OPENING5 OCCUR IN A WALL, HEADERS DAY STRENGTH OF F'G = 2,500 P51 UNLE55 OTHERWISE NOTED ON PLANS. MINIMUM CEMENT CONTENT SINGLE PROJECT: FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS BETWEEN THEM. EACH = 5 SACKS PER CUBIC YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. ALL MATERIALS SHALL BE THE CALCULATIONS, DRAWIN65, NOTES, 5PECIFICATION5, HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL CALLOUT5. IN ACCORDANCE WITH AGI 315, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN AND / OR TABLES PREPARED BY GGI ARE VALID ONLY FOR TRIMMERS,AKA JACK 5T005. USE 51ZE (OR LARGER) PER 5TRUGTURAL GALLOUT5. CONGEALED FLANGE ACCORDANCE WITH IBC AND AGI 504, LATEST EDITION. THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE HANGER OF 5IMILAR BEARING LENGTH AND CAPACITY MAY BE 5UB5TITUTED FOR TRIMMER. ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE KING 5TU05. UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL-HEIGHT, FLOWABILITY, AND / OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. OF THE GONGRETE 15 NOT ADVERSELY AFFECTED. COMPETENT CONSTRUCTION PER50NNEL/ SAFETY: Lu •• OPENING LE55 THAN 6 WIDE- USE MIN., ONE KING STUD EACH END OF HEADER. AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR ONLY COMPETENT PER50NNEL FAMILIAR WITH •' OPENING 6.1'WIDE TO q'WIDE-USE MIN., TWO KING 5TUD5 EACH END OF HEADER. WEATHER. CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE •• OPENING q.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. FLY ASH. HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE WITH PROJECT 5HOWN HEREIN SHOULD BE EMPLOYED TO O 7 Dl5GONT1N0005 TOP PLATE. WHERE WALL TOP PLATES ARE GUT, OMITTED, OR OTHERWISE DISCONTINUOUS LL ^ CAI AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP PLATE BEYOND WITH A ASTM 6618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL ASSEMBLE AND CONSTRUCT THE WORK. Z Lu 0� " HORIZONTAL G518 STRAP WITH MINIMUM 12" LENGTH ON THE HEADER AND 12" LENGTH ON THE TOP PLATE OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS A5 STANDARD CONCRETE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL Cl BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUT5IDE OF WALL. LISTED ABOVE. OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. Z ANCHOR BOLTS. CONCRETE REINFORCING: CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO Lu Lu 5HEARVVA1_L ANCHOR BOLTS CONNECTING MUD 51LL5, USE 5/8" DIAMETER X 5" MIN EMBEDMENT AT THE STRENGTH: RETAINING WALLS AND OTHER STRUCTURAL ELEMENTS. REINFORCING BARS (REBAR) CONSTRUCTION METH005 USED, SAFETY PROVISIONS J SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60" Or,AND WITHIN 12" OF ENDS AND CORNERS, FOR RETAINING WALL5 RETAINING MORE THAN 4-FEET OF 501L AND THEIR FOOTINGS, AND FOR EMPLOYED, AND THE FINISHED A5-BUILT CONDITION OF THE v Lu 01 w WITH 3"X 3"X .22q" STEEL WASHERS, WRENCH TIGHT. NET SET ANCHOR BOLTS SHALL HAVE A HOOK OR HEAD STRUCTURAL BEAMS, 5TRUGTURAL GOLUMN5 AND THE LIKE SHALL BE GRADE 60 (FY = 60 K51) UNLE55 5TRUGTURE AND RELATED SYSTEMS. Lu ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN LIEU OF OTHERWISE SPECIFIED IN THE PLANS. MATERIALS AND METHODS: NET SET- SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET-SET ANCHOR BOLTS AND STRENGTH: STANDARD FOOTINGS, STEM WALLS, 5LAB5 ON GRADE. REINFORCING BARS (REBAR) FOR PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH v O WA5HER5 MAY BE 51MP50N MASH OR MASAP AT THE SAME SPACING SPECIFIED FOR NET SET ANCHOR BOLTS. STANDARD FOOTINGS, STEM WALL5, AND 5LA55 ON GRADE SHALL BE GRADE 40 (FY = 40 K5I) OR MANUFACTURER'S REQUIREMENT5 AND RECOMMENDATIONS. Lu . 1 NON-5HEARVVALL ANCHOR BOLT5 SHALL BE SPACED A MAXIMUM OF 12-INGHE5 AND WITHIN 12-INGHE5 OF v BETTER, UNLE55 OTHERWISE SPECIFIED IN THE PLANS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL � � EN05 AND CORNERS AND SHALL BE FITTED WITH 2" STEEL PLATE WA5HER5. USE EITHER 1/2" DIAMETER X 8" SPLIGING, BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN FIELD PER50NNEL UNDERSTAND AND ADHERE TO THIS. NON Z MIN EMBEDMENT WET-SET, OR 1/2" TITEN HD WITH 4" MIN EMBEDMENT. i� � NON-SHEARVYALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MIN CONCRETE ACCORDANCE WITH THE M05T REGENT AGI CODE ADOPTED BY THE JURISDICTION. TEMPORARY SUPPORT AND BRACING: (� EMBEDMENT, AT 16" OC, UNLE55 OTHERWISE 5HOWN . WELDED WIRE FABRIC. UNLE55 OTHERWISE SPECIFIED, WELDED WIRE FABRIC (WWF) SHALL BE W2.g, GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL DEGK5: JOIST HANGERS USED AT DEGK5 SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION- 6"X6" (6 GA.), A5TM A-155. SPLICE BY LAPPING ONE MESH +2"ALL SIDES. WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING RE5I5TANT 5GREW5, 51MP5ON 5Dq OR 5IMILAR. HANGERS SHALL BE U OR LU ONLY(NOT LU5.) LE06ER5 COVER. PROVIDE THE FOLLOWING MINIMUM COVER: CONSTRUCTION. DESIGN OF SAME 15 NOT INCLUDED HEREIN. SHALL BE ATTACHED WITH 5GREW5 OR LAG BOLTS PER GALLOUTS. ALL HARDWARE AND CONNECTORS SHALL FOOTINGS AND OTHER UNFORMED 5URFAGE5, 015TANCE FROM THE BAR TO EARTH FACE...5" GONTRAGTOR OR OWNER SHOULD CHECK ALL TEMPORARY- BE AT LEAST MEDIUM-DUTY CORRO5ION-RE515TANT WITH GALVANIZING OR SIMILAR. FORMED SURFACES IN DIRECT CONTACT WITH EARTH ......2" SUPPORTING DEVICES WITH A QUALIFIED PERSON. PRESSURE TREATED LUMBER. USE PRE55URE TREATED LUMBER IN CONTACT WITH CONCRETE AND/OR SOIL, SURFACES EXPOSED TO WEATHER........................1-1/2" CONTRACTOR SHALL BE RESPONSIBLE FOR THE AOEQUAGY AND WHEN DIRECTLY EXPOSED TO WEATHER. PRE55URE TREATING CHEMICALS SHALL BE INERT, OR FOR 5LA65 ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLE55 OTHERWISE SPECIFIED. OF ALL TEMPORARY AND/OR PERMANENT SUPPORT Q�°� wO-Q OTHERWISE NON-REAGTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, BOLTS AND DOWEL5 IN CURED CONCRETE: SYSTEMS. =a ETC.) OR STRUCTURAL STEEL MEMBERS. � o°zoZ GENERAL. TH15 SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE RETAINING WALLS. DD NOT BAGKFILL AGAINST RETAINING IN CERTAIN CASES NON-PRE55URE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CASES USE A ' ^ QN6o U5ING ROTOHAMMER TEGHNIQUE5. MINIMUM CONCRETE EMBEDMENT = 4-INGHE5 UNLE55 OTHERWISE WALL5 UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 P5I `J OR°> LAYER OF HEAVY, A5PHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. z, SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE CENTERLINE (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR �wa� . BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH O °GzUN BRIDGING OR BLOCKING AT 8' OG MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM UNLE55 OTHERWISE SPECIFIED. ADDITIONAL CEMENT IN THE MIX TO ACHIEVE TH15). FOR =��o- mx5xw EXISTING REINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBAR5 ARE DRILLED OR GUT DURING RETAINING WALL5 THAT ARE TO BE CONNECTED AT THEIR °w��' CONNECTION ON THE TOP . 3aoc)o OxU w FRAMED FLOORS WHIGH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON- TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BAGKFILL Lu x w ° "V\ mw�za N=O O a ���w0 P051TIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE DESTRUCTIVE METH005 (PACHOMETER, RADAR, OR SIMILAR). AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL ZwD <z o<2o g°QWO W S U K F SUPPORTS BENEATH. WA5HER5. USE 3"X3"X.22q" WA5HER5 ON ALL WOOD MUD SILL ANCHOR BOLTS. SUCH WA5HER5 MAY OIAPHRAGM5 ARE IN PLACE AND PROPERLY CONNECTED TO z =Z2 �U'o <�wo,0 BOLTS. UNLE55 OTHERWISE SPECIFIED: USE WA5HER5 ON ALL BOLTS; TIGHTEN ALL BOLTS TO A VERY SNUG BE SLOTTED, WITH PLATE WASHER UNDER THE NUT A5 ALLOWED BY THE IBC. AT NON-MUD SILL THE RETAINING WALL. � =a5oZ ZZ>=o WRENCH TIGHT CONDITION; USE STANDARD A301 BOLTS; FOR BOLTS IN WOOD, DRILL THE SAME DIAMETER LOCATIONS, SMALLER WA5HER5 MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER aNOa o�~-, ,wZwO HOLE A5 THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE THE ' ^ , \ °-0�°z UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. `J v Z��°wa� N == FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF BOLTED WOOD, NON-EPDXY SYSTEMS. USE 51MP50N TITEN HO WHERE SHOWN IN THE PLANS. THESE ANGHOR5 MAY � °� n°Qro W W H w AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: °�owZ BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S Z Lu 5/6 INCH DIAMETER BOLTS ................... 3 INCHES RECOMMENDATIONS. 3/4 INCH DIAMETER BOLTS ................... 3.15 INCHES (� 00 z V O W EPDXY SYSTEMS. FOR BOLTS, USE 51MP50N EPDXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH O Q~�� 1 INGH DIAMETER BOLTS ...................... 4.15 INCHES o °~ O>zw MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE (ANGLES, GUSSETS, FLANGES, STRENGTH EPDXY, WITH ZING PLATED, A307 'ALL-THREAD' BOLTS A5 SHOWN IN THE SKETCHES. FOR ZmNz w°wOU WEBS, ETC.) SHALL BE ONE INGH. DOWEL5, USE ET-HP OR SET HI6H STRENGTH EPDXY AND REBAR A5 SPECIFIED ON THE PLANS AND ~¢° ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION U51NG LE55 EDGE DISTANCE THAN GALLOUT5. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT AGGORDANGE WITH EPDXY 5HOWN ABOVE. MANUFACTURER'5 RECOMMENDATION. OWNER APPROVAL LAG BOLTS. ALL LAG BOLT5 GREATER IN DIAMETER THAN 1/4" SHALL HAVE PILOT HOLES PRE-DRILLED. 51ZE OF PILOT HOLE IN THREADED PORTION SHALL BE 10% OF THE UNTHREADED SHANK DIAMETER(OR INITIAL: ALTERNATIVELY, q0% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF PAGE: UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. Alb OF: