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HomeMy WebLinkAboutB17-0066_S1.01-1_1498500434.pdf z FIRST LEVEL FRAMING AND FOUNDATION PLAN NOTES: 06/26/17 01-A 01-B TYPICAL PATIO SLAB: 4" 01-C 01-D 1. VERIFY ALL DIMENSIONS AND FLOOR ELEVATIONS WITH CONCRETE SLAB ON 4" ARCHITECTURAL DRAWINGS. MIN. GRANULAR MATERIAL WITH 6X6-W2.1xW2.1 2. [xx'-xx J : INDICATES TOP OF BEAM ELEVATION. 6-,�- W.W.F., SEE CIVIL PLANS M .5+ FOR GRADING 3. : INDICATES FULL STEEL MOMENT poo Ff��o�-x CONNECTION. T WN TAMP s �'o �o \ - 4. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF G-o359 4' OR LESS SHALL HAVE A (2)-2X10 OR 4X10 o� HEADER WITH (1)-2x TRIMMER AND (1)-2x KING STUD . • _ _ - EACH SIDE OF OPENING, UNLESS NOTED OTHERWISE. 17❑ ❑❑ EP2 EP3 5. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF . • MORE THAN 4' SHALL HAVE A HEADER AS NOTED ON ( p�� PLAN. 8A 65. S 7 5 0 ^ 6. INTERIOR BEARING WALL OPENINGS SHALL HAVE A P2 EP2 EP2 EP3 (1)-2x 1 KING STUD EACH0 OR 4x10 D HEADER OF TH (1)-2x TRIMMER UNLESS AND - - V • 01-2 NOTED OTHERWISE. DESIGN I a ,•g �\-til-1 \ - ,.-q '; a �° <;' _ b" . EP1 J 7. NOTATIONS ON DRAWINGS REFERRING TO FRAMING J I • CLIPS, JOIST HANGERS, AND OTHER CONNECTION J 5 00 3 HARDWARE REFER TO CATALOG NUMBERS OF THE 5.04 SIMPSON STRONG-TIE COMPANY. EP1�. S5.01 _I_, 5.03 5.0 ok Q, -�'..n`,����,, ,II s'` :o IK._ 8 8. SEE GENERAL NOTES FOR STRUCTURAL NOTES AND :=, :� ..• ' W 18x35 109'-8 °...... ;28P674:81.71 Pq'•`•�.� �� A .;, [ 1/27 S5.0 MATER/AL REQUIREMENTS. S` 434 _R r ' i!� ` O I I © •I- 9. ARCHITECTURAL PLAN ELEVATION 100'-0" = SITE GRADE = �Y o rn J ELEVATION AT HIGHEST UNIT GARAGE OPEN/NG ! 33875 j �' i I ^ O SEE CIVIL GRADING PLANS 100'-0" = SITE EL 36.50' �� %0 4/2 6/17.' S5.0 � `ss �k 5.04 11' ��� \ 5� 10. IDENTIFICATION MARKS FOR HEADER, SPREAD FOOTINGS, AND I ••••.•••'• _% ILA '' '' - CONCRETE PIERS USED ON PLAN ARE: '1"4,.........,,.....------ :, "W ONAL r- �,,. Dc - - 0n op -., H#• INDICATES WINDOW OR DOOR HEADER ��"��- : < I F#x#• INDICATES SPREAD FOOTING �� o o' ®- W 18x86 109'-8 1 2" DISCIPLINE STAMP fN. 1 ^ p _ \ CP## INDICATES CONCRETE P/ER SEE SCHEDULES ON SO.00 AND APPLICABLE DETAILS ON S5.00-5.04 V HI , h-SCP cy�\ - © - s'Sz�� cV k�DcV O LATERAL BRACING NOTES: _ y = ALL 1ST LEVEL EXTERIOR FRAMED WALLS TO BE SHEATHED AS �ti� �� W 16x57 [109'-8 %2 J �� k,I \ W/7/6" OSB CONTINUOUS SHEATHING W/ 8d NAILS 0 3" �� "� >;.i.il►-1 /4Ii.�i---<5 o o ' L •__ �' O.C. ALONG ALL PANEL EDGES AS A PERFORATED TYPE \ T--� `;�-6, 9 SW-3 SHEAR WALL, UNLESS NOTED OTHERWISE. ft: s , ��. I. I S5.0 \'\%‘ " 67:2 ALL 1ST FLOOR DEMISING WALLS BETWEEN UNITS TO BE �L/ �' �''�� °='�='`_'- '-i- ,�6i<D1 i ®, 01-3 SHEATHED W/7/6" OSB AS A TYPE SW-3 SHEAR WALL. �o h H03 ' H05 1ST FLOOR SHEAR WALLS NOTED OTHERWISE ON PLAN ARE / Z 6 INDICATED AS: a IIIIIP EI 1 \ 5.040[109'-8 %2 7 Al HD1 HD1 HD3 AiO SW- INDICATES PERFORATED XIS ce,__im I q .,; ,i� •� ► '�i ,,_- IGi 1 1-_ 1` _ �� .\ \ 01-4 1� ENGINEERED SHEAR WALL TYPE. H1 SW-4 H2 O H1 SEE SHEAR WALL SCHEDULE & �6 HD4 HD4 �\ 51 h1 PERFORATED SHEAR WALL DETAILS. 6i6iINDICATES HOLD DOWN TYPE. SEE 5 5.04 © -,, \‘N. '\ \l'\1\ C) SHEAR WALL DETAILS AND HOLD 6x6 POST TYP. 0 IC 0 ❑ =� DOWN SCHEDULE ® EXTERIOR INDICATES EMBED PLATE OR ANGLE ROOF SUPPORTS ��rn TYPE. SEE o Epi AND SCHEDULEBED PLATE DETAILS O BUILDING 01 - 1ST LEVEL WALL PLAN 1/45, � �A 1 ono = I -U I ,O �-p a �s 01-A I 01-B 01-C 01-D V / 78'-9" / T.P/ER=110'-0" T.FTG.=97'-10" / 26'-2 1/2" / 26'-4" / 26'-2 1/2" / / 9'-3 5/8" 7 15'-10" / / 13'-10" / 12'-6" / 13'-10" / 12'-4 1/2" / F2�3 cA 3-O T.O.W.=109'-8 %2 it �� / L / T..FTG.=97-10 ISSUE T•O.W.=109'-8 %2" 6 W _ OP 1• '`2+',3 J - o Q 3'-0" T.FTG.=97'-10" 0 I ^� 2/- , Structural Roof and 5.0 r 0 ,. / ` T.O.W.=109'-8 /2 L--J S5.0 L. .•." 2 10 E� TFTG.= -¢" Foundation Plans r 8A 8" ✓</ _ a -I 0 KEY PLAN 5.0 EP2 1 3 EP2 I 8»7 /: I EP2 o EP3 Ni. BEAM POCKET `0 0) - _ _ ( BPSx 10 T.O.SLAB= I J �- r I- of \ EP1► o T•O•SLAB= S5.01 I BPSx 10 / 2,-0„ N BEAM POCKET op \ N I 98-9 2,_0„ t t__r- 1 T.O.SLAB= I 8 I © II, I - - 100'-3" S5.01 / / 4'-0= S5.01 ,,. I- I LI / I 21'-10 5/8" I / r'_0"-/ - 22'-2 3/8"T.O.W.=107'-8 1/2"-\c,..,/ .�4'-0" 3x3 4" CONCRETE SLAB ON 4" I 1 \ O SHEET TITLE f- '-4" / 9'-5" / 12'-5 1/2" I \ MIN. GRANULAR MATERIAL BP5x10 _ I _ 1 ' 8" WALL /,/ - ro I 6 rn AND VAPOR BARRIER PER / 2' 0" ^ 8" WALL // o m Building1 - Foundation T.D.W.=�� 4'-5 3/8" S5.01 .1 ARCH., WITH I _� IBP5x10 N \ 107-2 %2" :I n O o N I6X6-W2. W.W.F. 1 0 0 \ _ � I I o I \ & 1st Level Wall o N T.O.W.= ro 1 I I I I I 2 N oin N __I W I I 10 Nor N �, KEY PLAN Framing Plans 104'-8 %2" \ a I I , » X5.0 0 4 W I S5.0 T.O.W.=105-8 /2 • 0 1 S5.01 -�� N I: T.O.SLAB= F4x4 �, loi 5 I I ��Q 98'-6' I I I " 0� a L \ W S5.0 I I I W T.O.W.=103'-8 %2" T.O.SLAB= N T.O.W.=98'-9 I 1 REVISION \ rLLI -I\ T.O.W.=102'-2�%2" I 98'-9" T.FTG.=95'-2" I BP7.25x17 I I io T.FTG.=99'-4" \ IzL : 4co T.FTG.=97'-10 o V r -Li I I O V 4.34# // o ,oi T.O.SLAB= I �---_J Imo° T.O.W.=98'-9" -1 T.O.W.=101'-8 %2" o),i m o T.O.W.=100'-2 %2" 98'-6" I B11 ' .161 ---* :,. "� T.FTG.=95'-2" I T.O.SLAB= A H05 01-3 •/ xl ,A c0,3LBP7.25x17 T.O.W.=100 -3 I "� '1 100'-0" I L ' .�\ r T.O.SAB= : 6 I 1 0 .� / /: = It o \ ► I 98'-9" i I 5.04 T.FTG.=95-2" I I c\, I BP7.25x 17 I \` `� i of 11 'I 0) H01 H01NI- H03 --- -- - - -- - J <1- „ , _ - ? arm ^ � s , In-no 01 4 L___ �� I- -- - ----�- A - i � -y r r 1 1 � T.O.W.=98'-9" HD4 HD4 Ih I - I ' BP7.25x17 '..-t 1. i •/ d T.FTG.=95'-2" / / 17'-0 1/4" / 6'-11" 4'-2 9'-3 5/8" / 10'-0 3/8" 13'-8 1/4" / 9'-10 1/2" �o /, \ 3._ 2,_ _ 1 �' 2'-11" o �I r r T.O.W.-100'-3" T.O.W.=100'-3" " �- ��� L. I ATI I „-i T.FTG.=96'-8" T.FTG.=96'-8" L- , CP1.0 " CP 1.0 I I I �' II W/F2x2, TYP. T.PIER=101'-6 ,�� ii W/F2x2, TYP. L- L- h 5.04 h L- J ® 6x6 POSTS T.FTG.=96'-8" ti ® 6x6 POSTS // 6'-O" 18'-11 1/4" 6'-0" 20'-1 1/4" 6'-0" 19'-2 3/4" ,, 5 1/2"7 1'-7z" 4 1/4" TPIER=100'-6" 5 T.P/ER=99'-0 T.P/ER=99'-0 T.P/ER=100'-6"- © T.FTG.=96'-6" 01 5.0 T.FTG.=95'-0" T..FTG.=95'-0" T•FTG.=96'-6" ISSUE CT NUMBER 2014/25 201 5.0 5.0 ISSUE DATE 04/25/2017 E F O U N DATION SHEET NO. N BUILDING 01 - FOUNDATION PLAN SI . 01 -01 N 2 3/16" - 1' PERMIT SET M