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STRUCTURAL PLANS_Crystal Springs Road Short Plat_2023-1109II15445 53 rd ave. s. ste. 110 TUKWILA, WA 98188 (206) 838-8250 E-mail: urbandesigncenter@yahoo.com URBAN DESIGN GROUP 15445 53 rd ave. s. ste. 110 TUKWILA, WA 98188 (206) 838-8250 E-mail: urbandesigncenter@yahoo.com URBAN DESIGN GROUP 15445 53 rd ave. s. ste. 110 TUKWILA, WA 98188 (206) 838-8250 E-mail: urbandesigncenter@yahoo.com URBAN DESIGN GROUP 15445 53 rd ave. s. ste. 110 TUKWILA, WA 98188 (206) 838-8250 E-mail: urbandesigncenter@yahoo.com URBAN DESIGN GROUP 15445 53 rd ave. s. ste. 110 TUKWILA, WA 98188 (206) 838-8250 E-mail: urbandesigncenter@yahoo.com URBAN DESIGN GROUP -- - - - - ------ All r.rfAlr. >-AIr I I I I F50 F50 F5O I I I I I I I I I I I I• I I I I I L- - - J L - - - J L - - - J I I I I I I I I F5O I _ — I F50 I Ir — ------ F30 I I I I I• I I I L - - J i I I I I - - - - - - - - - - -- (�) I I -------------- - I I F3O F30 I I I I I I I I 1, FOOTING 5(�HEDULE MARK SIZE THICKNE-55 REINFORCING (EACH WAY) F5O 3'-0" x 3'-0" I'-0" 4#4 BOTT. F25 2'-b" X21-61 I'-0" 3#4 BOTT. FOUNDA70N FRAKNO FLAN NOTES: DENOTES NEW CONCRETE FOUNDATION WALL. 2. DENOTES NEW CONCRETE FOOTING REFER TO CONCRETE FOOTING SCHEDULE FOR BALANCE OF INFORMATION FXX 3. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR A55UMED ALLOWABLE BEARING PRESSURES. 4. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF L0O5E MATERIAL OR WATER WHEN CONCRETE 15 PLACED. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. b. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. -1. PROVIDE CRAWL SPACE VENTILATION A5 PER IBC SEC. 1203.3.1 "CRAWLSPACE AREA" Xk5o = TOTAL VENT AREA REQUIRED (5.F) QTY. OF 7X14 VENTS REQUIRED = 12 a a 00 v oa ❑ �o 0 � z m} 3w W Q� J Z W Y z ❑ Z W L o Z Q L m W � � 0 Ul J Q W � > W Q O Z vLnN Q N 00 m if) M 00 L p N -j IIXPIRES: 4/24/2 U 11 SUBMITTAL/REVISION: DATE: SUBMITTED REVISED DESIGN BY: AK DRAFTED BY: MM SHEET TITLE: MAIN FLR/FOUNDATION FRAMING PLAN PROJECT NUMBER: 23152 SHEET NUMBER: u Z_ l� I Z X z O �L�I m- UA a a 00 v oa ❑ �o 0 � z m} 3w W Q� J Z W Y z ❑ Z W L o Z Q L m W � � 0 Ul J Q W � > W Q O Z vLnN Q N 00 m if) M 00 L p N -j IIXPIRES: 4/24/2 U 11 SUBMITTAL/REVISION: DATE: SUBMITTED REVISED DESIGN BY: AK DRAFTED BY: MM SHEET TITLE: MAIN FLR/FOUNDATION FRAMING PLAN PROJECT NUMBER: 23152 SHEET NUMBER: I I I I I I I I NEW 4" 5.0.65. W/ 6X6 bXb YiOOrT WIAXWIA REINF. ON 6" bXb WOOD POST UP MIN GRAVEL POST UP bXb WOOD 5THD14— I I I I I I I I I I I I 2X6 ROOD 5TUD BEARING o I HALL @16" N O.G. I I I 5THD14 I 5THD14--\ e� bXb WOC POST UP NEW 4" 5.0.67. W/ bXb KAXWIA REINF. ON b" MIN GRAVEL bXb WOOD POST UP F POST UP HOG HOG DQS DQS HD08 i DQS 5THD14 6X6 WOOD POST UP I 6X6 WOOD 5THDI4 I I POST UP L ------------- --- SW -02----- --- -�-Fr— I I it I MAIN FLOOR I I I I MAIN FLOOR II II NEW 4" S.O.G. W/ 6X6 I I I NEW 4" S.O.G. W/ 6X6 W1.4XW1.4 REINF. ON 6" I I W1.4XW1.4 REINF. ON 6" MIN GRAVEL I I MIN GRAVEL it I I li 2X6 WOOD 5TUD BEARING WALL @16' O.G. I I I ---I I I II 6Xb WOO bXb WOO I POST UP POST UP I II I II � - - - - 5TH0I4 J/ - - - - - - ---- - - - --- HDQ - -- - - HDQ I I I I I� 6Xb WOOD I POST UP bXb WOOD POST UP GARAGE T.O.S. NEW 4" 5.0.67. W/ bXb KAXWI.4 REINF. ON 6" MIN GRAVEL GARAGE T.O.S. NEW 4" 5.0.6. W/ bXb WI.4XWI.4 REINF. ON b" MIN GRAVEL 2X6 WOOD 5TUD BEARING HALL @16" O.G. /-5THP14 I 2> op - I I STUD BEARING I I WALL @ 16" I I bXb WOO I 6xb WOOD I o POST UP I - - - POST UP I I II I I I II I I I II I I I II I �- - -- - i I - - — - I--� 5THDI4 r -----J---I --� �-- - - i - - - - - -� — - - - DQS . - - - -- - - - - - -- 5THDI4 I 5THDI4F-I v I I I I I 6X6 WOOD 6X6 WOOD POST UP I POST UP � N FL00� FSA N6) FLAN II 1 NOTES: — — — — — — — — — z_ — — — — — — — — — --------------------SW-02 SW -02 025THDI4 2. ® DENOTES NEW 2X6 NO.2 DOUGLAS FIR WOOD 5TUD SHEAR WALL. 3 XXX.. DENOTES NEW DOUGLAS FIR NO.2 WOOD JO15T SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 76xb — REQUIRED. I F- -1 4. DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, SEE NOTATION FOR JO15T TYPE 11L LL 5THDI4 5, I DENOTES NEW CONCRETE FOOTING REFER TO CONCRETE FOOTING SCHEDULE FOR BALANCE OF INFORMATION I Z WOOD I X w POST UP I I D I � � I I I I 2X6 WOOD I 8. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, GLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE 15 I STUD BEARING REVISED �L�I NALL @16' z OL <�O I of I I to ' SI �I I I I IN NI I I I I I I I 6X6 WOOD POST UP I 6X6 WOOD 5THDI4 I I POST UP L ------------- --- SW -02----- --- -�-Fr— I I it I MAIN FLOOR I I I I MAIN FLOOR II II NEW 4" S.O.G. W/ 6X6 I I I NEW 4" S.O.G. W/ 6X6 W1.4XW1.4 REINF. ON 6" I I W1.4XW1.4 REINF. ON 6" MIN GRAVEL I I MIN GRAVEL it I I li 2X6 WOOD 5TUD BEARING WALL @16' O.G. I I I ---I I I II 6Xb WOO bXb WOO I POST UP POST UP I II I II � - - - - 5TH0I4 J/ - - - - - - ---- - - - --- HDQ - -- - - HDQ I I I I I� 6Xb WOOD I POST UP bXb WOOD POST UP GARAGE T.O.S. NEW 4" 5.0.67. W/ bXb KAXWI.4 REINF. ON 6" MIN GRAVEL GARAGE T.O.S. NEW 4" 5.0.6. W/ bXb WI.4XWI.4 REINF. ON b" MIN GRAVEL 2X6 WOOD 5TUD BEARING HALL @16" O.G. /-5THP14 I 2> op - I I STUD BEARING I I WALL @ 16" I I bXb WOO I 6xb WOOD I o POST UP I - - - POST UP I I II I I I II I I I II I I I II I �- - -- - i I - - — - I--� 5THDI4 r -----J---I --� �-- - - i - - - - - -� — - - - DQS . - - - -- - - - - - -- 5THDI4 I 5THDI4F-I v I I I I I 6X6 WOOD 6X6 WOOD POST UP I POST UP � N FL00� FSA N6) FLAN 2 0 a D 0 r ❑ O 00 I a L „w Q � J Z w 3 U Z L7 Ln Z w UI ❑ 0 1�1 r Z r Q rn m uJ � N J Ln Q W � > LJ Q 0 ❑ Z �Ln Q M Ln m DO W L r ❑ N I/4" = I' -O" II �j I tXPIRES: 4;/.24/25 NOTES: z_ I. L — — — J DENOTES NEW CONCRETE FOUNDATION WALL BELOW. 2. ® DENOTES NEW 2X6 NO.2 DOUGLAS FIR WOOD 5TUD SHEAR WALL. 3 XXX.. DENOTES NEW DOUGLAS FIR NO.2 WOOD JO15T SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 — REQUIRED. F- -1 4. DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, SEE NOTATION FOR JO15T TYPE 11L LL 5, I DENOTES NEW CONCRETE FOOTING REFER TO CONCRETE FOOTING SCHEDULE FOR BALANCE OF INFORMATION I Z < D X w SHALL BE PERPENDICULAR TO SPAN OF FLOOR JO15T5 D ?. ALL FOOTIN675 SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR A55UMED � � O SUBMITTAL/REVISION: DATE: 8. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, GLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE 15 PLACED. SUBMITTED REVISED �L�I tl— z OL <�O 2 0 a D 0 r ❑ O 00 I a L „w Q � J Z w 3 U Z L7 Ln Z w UI ❑ 0 1�1 r Z r Q rn m uJ � N J Ln Q W � > LJ Q 0 ❑ Z �Ln Q M Ln m DO W L r ❑ N I/4" = I' -O" q I �j I tXPIRES: 4;/.24/25 NOTES: F----1 I. L — — — J DENOTES NEW CONCRETE FOUNDATION WALL BELOW. 2. ® DENOTES NEW 2X6 NO.2 DOUGLAS FIR WOOD 5TUD SHEAR WALL. 3 XXX.. DENOTES NEW DOUGLAS FIR NO.2 WOOD JO15T SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 — REQUIRED. F- -1 4. DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, SEE NOTATION FOR JO15T TYPE 11L LL 5, I DENOTES NEW CONCRETE FOOTING REFER TO CONCRETE FOOTING SCHEDULE FOR BALANCE OF INFORMATION L---JFXX < D le b. SPAN DIRECTION OF (1) LAYER OF 9/4" THK. PLYWOOD OR APPROVED EQUAL DIRECTION OF ALL 5UB FLOOR w SHALL BE PERPENDICULAR TO SPAN OF FLOOR JO15T5 D ?. ALL FOOTIN675 SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR A55UMED ALLOWABLE BEARING PRE55URE5. SUBMITTAL/REVISION: DATE: 8. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, GLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE 15 PLACED. SUBMITTED REVISED 9. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON5 AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWIN675. DESIGN BY: AK DRAFTED BY: MM SHEET TITLE: MAIN FLR/FOUNDATION FRAMING PLAN PROJECT NUMBER: 23132 SHEET NUMBER: 5.00 UNIT A T T 6X6 WOOD bxb WOOD I F05T BELOW P05T BELOW I I I I I I 14X121 I I I I I I—..I—..I—.4— IL I —II 1 1 1 1 1 1 1 1 1 1 II III I I I I I �I I I I I I I I bxb WOOD P05T BELOW III I I I I I I� I I I I I I I M5TG40 M5TG40--) I I I I I I I I I— 4X10 6XI2 6X12 I I SW -02 M5TC40-/ I I I I 2X12 @ 16° O.C. —..—.....—..—..—..— 2X6 WOOD STUD I I WALL @16" O.G. I I 118 TJI 230 @ 16" O.C. _..—..—..—..—.. .—..—..—..—..—.. —..—.. I_ 1" CAP min. II x N I I I bxb WOOD M5TG POST BELOW II Ip I MSTG I UPPER FLR. T.O.S. 4X8 2X6 WOOD STUD SW -02 WALL @ I6" O.G. I 7177171,1,o M5TG6- 6X12 bxb WOOD P05T BELOW UNIT B I 6X6 WOOD bxb WOOD P05T BELOW P05T BELOW I I I I I 14X121 I I I I I II I I I I I I I I I I �I I I I I I I I I I �I I I I I III 6x6 WOOD POST BELOW I I I I I I to I I I I I STG40 M5TG40 I® 4X10 I I I I I I I I I I I I I I SW -02 i I 6X12 6X12 \,--M5T04O I I I I I I J I' J I� II 2X12 ® 16" O.C. >< — — —11 8 TJI 230 ® 16" O.C. I, bxb WOOD P05T BELC 4; I r 2X12 ® 16" O.C. 2X6 WOOD STUD WALL @16" O.G. 6X12 I I I I I I I I I I I I O I 3 N 2X6 WOOD STUD WALL @I6" O.G. a 5TC40 UPPER FLR. T.0.5. p I //--M5TC4O 2X6 WOOD STUD WALL @16" O.G. 3YX118LVL — — — — — — — — — — — — — — — — — — — — — I I _ I 4X8 - - - - - - Ns �� ��� I f 5TG40 SW -02 I 4X12 I L 4X10 —.. -I- I.. - - - - - -� \ I I -2X12 ® 16" 0.0 - - - - - - ) ----- --------T — ----- --------T bxb P4000 P05T BELOW bxb WOOD - P05T BELOW 2X6 WOOD STUD WALL @I b" O.G. — — — — — — — — 3Y2 X 118 LVL — — — — — — — I O I Z I X 4X8 I Z O 4X10 J I 4X12 �I ( 5 -- - - - -- - ---- -2X12 ®16" O.C.— �-- ----- UA bXb WOOD P05T BELOW ------ -4X10----- 4X8 2X6 WOOD STUD SW -02 WALL @ I6" O.G. I 7177171,1,o M5TG6- 6X12 bxb WOOD P05T BELOW UNIT B I 6X6 WOOD bxb WOOD P05T BELOW P05T BELOW I I I I I 14X121 I I I I I II I I I I I I I I I I �I I I I I I I I I I �I I I I I III 6x6 WOOD POST BELOW I I I I I I to I I I I I STG40 M5TG40 I® 4X10 I I I I I I I I I I I I I I SW -02 i I 6X12 6X12 \,--M5T04O I I I I I I J I' J I� II 2X12 ® 16" O.C. >< — — —11 8 TJI 230 ® 16" O.C. I, bxb WOOD P05T BELC 4; I r 2X12 ® 16" O.C. 2X6 WOOD STUD WALL @16" O.G. 6X12 I I I I I I I I I I I I O I 3 N 2X6 WOOD STUD WALL @I6" O.G. a 5TC40 UPPER FLR. T.0.5. p I //--M5TC4O 2X6 WOOD STUD WALL @16" O.G. 3YX118LVL — — — — — — — — — — — — — — — — — — — — — I I _ I 4X8 - - - - - - Ns �� ��� I f 5TG40 SW -02 I 4X12 I L 4X10 —.. -I- I.. - - - - - -� \ I I -2X12 ® 16" 0.0 - - - - - - ) ----- --------T — ----- --------T bxb P4000 P05T BELOW bxb WOOD - P05T BELOW UFFER FLOOR FRAKN6 PLAN 11 1 11 11 U 11 1 XXPIRES: 4/24/.25 NOTES: I. [ _ _ _ ] DENOTES WOOD STUD WALL BELOW. 2. — — DENOTES NEW DOUGLA5 FIR NO.2 WOOD J015T SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 REQUIRED BY MANUFACTURER. 3. — — — DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, 5EE NOTATION FOR J015T TYPE LL 4. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS 5. REFER TO ARCHITECTURAL DRAWING FOR ROOFING, WATER PROOFING 4 FIRE PROOFING DETAILS �C 6. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAW065. D IV 1. SPACING OF THE WOOD STUD IN THE WOOD STUD WALLS TO MATCH SPACING OF THE FLOOR JOISTS DIRECTLY SUPPORTED BY D STUDS. EACH J015T SHALL BE SUPPORTED BY AND CENTERED ON STUD. ANY WOOD BEAM CON515TINC7OF (2) WOOD JOISTS AND MORE TO BE SUPPORTED BY WOOD STUD P05T GON515TING OF 5I5TERING WOOD STUDS TO MATCH THE WIDTH OF THE WOOD BEAM. WOOD P05T SHALL BE CONTINUOUS DOWN TO A FLOOR LEVEL BELOW UNTIL IT SUPPORTED EITHER BY STEEL/ WOOD BEAM OR A CONCRETE MEMBER 5U5MITTAL/REVI5I0N: DATE: 8. REFER TO 51 SHEET FOR TRJ55 NOTES SUBMITTED REVISED 9. CONTRACTOR TO REFER TO TRJ55 MANUFACTURER DRAWIN66-5 FOR TRU55 LAYOUT AND TYPES. USE THI5 DRAININC75 FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRJ55 AND BUILT-UP P05T LOCATION ONLY. DESIGN BY: AK DRAFTED BY: MM a a 00 v oa ❑ r❑ 0 � I 0� } 3w �W Q� J Z W Y z ❑ Z W L ❑ Zr � r Q L m W � � � J N Q w� >w a Z ovLnN Q N 00 a3 6M Ln tp 00 r N SHEET TITLE: UPPER FLOOR FRAMING PLAN PROJECT NUMBER: 23152 SHEET NUMBER: 58.00 u Z_ I Z X Z O L �I UA UFFER FLOOR FRAKN6 PLAN 11 1 11 11 U 11 1 XXPIRES: 4/24/.25 NOTES: I. [ _ _ _ ] DENOTES WOOD STUD WALL BELOW. 2. — — DENOTES NEW DOUGLA5 FIR NO.2 WOOD J015T SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 REQUIRED BY MANUFACTURER. 3. — — — DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, 5EE NOTATION FOR J015T TYPE LL 4. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS 5. REFER TO ARCHITECTURAL DRAWING FOR ROOFING, WATER PROOFING 4 FIRE PROOFING DETAILS �C 6. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAW065. D IV 1. SPACING OF THE WOOD STUD IN THE WOOD STUD WALLS TO MATCH SPACING OF THE FLOOR JOISTS DIRECTLY SUPPORTED BY D STUDS. EACH J015T SHALL BE SUPPORTED BY AND CENTERED ON STUD. ANY WOOD BEAM CON515TINC7OF (2) WOOD JOISTS AND MORE TO BE SUPPORTED BY WOOD STUD P05T GON515TING OF 5I5TERING WOOD STUDS TO MATCH THE WIDTH OF THE WOOD BEAM. WOOD P05T SHALL BE CONTINUOUS DOWN TO A FLOOR LEVEL BELOW UNTIL IT SUPPORTED EITHER BY STEEL/ WOOD BEAM OR A CONCRETE MEMBER 5U5MITTAL/REVI5I0N: DATE: 8. REFER TO 51 SHEET FOR TRJ55 NOTES SUBMITTED REVISED 9. CONTRACTOR TO REFER TO TRJ55 MANUFACTURER DRAWIN66-5 FOR TRU55 LAYOUT AND TYPES. USE THI5 DRAININC75 FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRJ55 AND BUILT-UP P05T LOCATION ONLY. DESIGN BY: AK DRAFTED BY: MM a a 00 v oa ❑ r❑ 0 � I 0� } 3w �W Q� J Z W Y z ❑ Z W L ❑ Zr � r Q L m W � � � J N Q w� >w a Z ovLnN Q N 00 a3 6M Ln tp 00 r N SHEET TITLE: UPPER FLOOR FRAMING PLAN PROJECT NUMBER: 23152 SHEET NUMBER: 58.00 ROOF SLAB EDGE (SEE ARCH FOR ELEVATIONS) - - - - — - -�1--------4X-�----.—.:�— -------------I-------------------- ---I — — — — — — — — — —� —— -----— I -------------4X5 --- -------------Xer- ------I�-- - - -I--4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- -----------------------------------� I - ----------------------------------- III I � - - I ROOF SLAB EDGE SLOPE DN. I I SLOPE DN. 1 (SEE ARCH FOR -L SEE ARC— �I — — — �E ARCH) — ei-------------------I----------- ---III-----------I-------------------iELEVATIONS) �- -II-------------------------------------- --���----- -----------------------------------I�- III 11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRUSSES BY OTHERS e 16" O.G. - - - 1 I TRUSSES BY OTHERS ® 16" O.G. II I �-I--------------------------------------LjJ--------------------------------------II 1 I I I I� -�i------------------------,----------- ---III--- -----------,------------------------lrt- -- - - - - - _ -------------_--_--_--_-=--�i=- _--_--_--__--_--_--_--_ _-----�- -Ij — - - - - -� �II I I I II ------------------------------------- I I I — — — — — — — — — — — — — — — — — — — — — — —i — — — — — — — — — i— — — — — — — — — — — — — — — — — — — — x RIDGE LINE — — — — RIDGE LINE �r I I S I I -1=------------------------i--------------�-4--- i ------------------------------------- I l i l I ----------------------------------- --- --- ----------------------------------- II I , I _ 1------------- SLOPE DN.-------I--------------�----------------- SLOPE DN. ------------- (SEE ARCH.) — — — — — ——---------- ------(SEE ARCH.)-------------I ---LIJ------------- fi- 1 1-----------------------I I 1 r- - - i------------------ ---I- ---------- - I I -----------1-I------------------------I - 1I I \ I I -I--------------------------------------rl�--- -----------------------------------I- ROOF SLAB EDGE 1 1 -----------------------1--��1------------ 1 (SEE ARCH FOR — 1— �---------- — 1 � — �------------------------I — ELEVATIONS) ------------------I — - i------------------ ---1 i ------ - - ---� IIi --- ---� -y�---�I--- 1 ROOF ERA1��S PLAN -I------------------------1---Q --- ---11 ---9 ----------------------------I 1 1 �P II G 1 1/4" = 1'-0° 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- P��----rll�--------q�--�------------------------I NOTES: 1 1111 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 _ _ _ _ _ _ _ _ I _ _ _ _ _ _ I. E — — — :1 DENOTES WOOD STUD WALL BELOW. —- — — — 3 1 — — — L i� — — — — — — — —I — _ XXX _ DENOTES NEW DOUCGLA5 FIR NO.2 WOOD JOIST SPACED Ib" O.G. PROVIDE BLOCKING AND BRIDGING A5 — — — — — — — — — — — — — — — — — — — — — — — — L— 4X8 ----- 4X8 �—-------- I I -------- —fi----4X8---------- 4X8 _� 2. ——..—.._ —.-�— —--_--_--_— =--iii=— _--_--_--=--�_..—---�_ ..—.._ —._�- - - - - -� REQUIRED BY MANUFACTURER. 1 I IIi I — 4X8 — — — I— 3. _ : _ :: = DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, SEE NOTATION FOR J015T TYPE - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - 4. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS 4X6 ROOF SLAB EDGE (SEE ARCH FOR 5. REFER TO ARCHITECTURAL DRAWING FOR ROOFING, WATER PROOFING # FIRE PROOFING DETAILS ELEVATIONS) b. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWIN675. 1. 5PAGING OF THE WOOD STUD IN THE WOOD STUD WALL5 TO MATCH 5PAGIN6 OF THE FLOOR JOISTS DIRECTLY SUPPORTED BY STUDS. EACH J015T SHALL BE SUPPORTED BY AND CENTERED ON STUD. ANY WOOD BEAM CONSISTING OF (2) WOOD JOISTS AND MORE TO BE SUPPORTED BY WOOD STUD P05T CON515TIN6 OF 515TERING WOOD STUDS TO MATCH THE WIDTH OF THE WOOD BEAM. WOOD POST SHALL BE CONTINUOUS DOWN TO A FLOOR LEVEL BELOW UNTIL IT SUPPORTED EITHER BY STEEL/ WOOD BEAM OR A CONCRETE MEMBER b. REFER TO 51 SHEET FOR TRU55 NOTES q. CONTRACTOR TO REFER TO TRU55 MANUFACTURER DRAW0G5 FOR TRU55 LAYOUT AND TYPES. USE TH15 DRAW0G5 FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRU55 AND BUILT-UP POST LOCATION ONLY. 2 0 a W 0 r ❑ O In I L „w Q� J Z w 3 U Z L7 Ln Z w L ❑ 0 1�1 r Z - r Q uJr n m � N J Ln Q W � > W Q 0❑ Z aLn Q mW Ln N W L r ❑ N I EXPIRES: 4/24/Z5 SUBMITTAL/REVISION: DATE: SUBMITTED REVISED DESIGN BY: AK DRAFTED BY: MM SHEET TITLE: ROOF FRAMING PLAN PROJECT NUMBER: 23132 SHEET NUMBER: 5q.00 ii Z � Z I x� m O Ci z CA nCNL � z �I<O 21 LJ UA 5-- < OL- 2 0 a W 0 r ❑ O In I L „w Q� J Z w 3 U Z L7 Ln Z w L ❑ 0 1�1 r Z - r Q uJr n m � N J Ln Q W � > W Q 0❑ Z aLn Q mW Ln N W L r ❑ N I EXPIRES: 4/24/Z5 SUBMITTAL/REVISION: DATE: SUBMITTED REVISED DESIGN BY: AK DRAFTED BY: MM SHEET TITLE: ROOF FRAMING PLAN PROJECT NUMBER: 23132 SHEET NUMBER: 5q.00