Loading...
APPROVED BLD-RESUB3 BLD2022-0750+Architectural& STRUCTUAL_Plans+6.8.2023_2.03.24_PM+359779114'-10" 3'-5" 4'-3" 4'-300 CONN .SLAB \ 1'6"X5'4' 6'0"X7'0" \ W-5 FD-1 W ^5 TT \ a� N M. BED RM. HD.WD. \ CEIL. H 9' \ \ 0 I 9'- 4 \ I ° ° ° w 0 'I QI S. D. 3 0 mo= OBAT 01 Q � = Q TILE CO = _ _ 10 = J F 1� SKLT N 1 > 0 N N VENT.O.S. MIN.50cfm O L--J 00 DS. WHOLE HOUSE ° 180 cfm MIN. SEE 01 R&S 0 0 2X6 NAILED TO WALL BETWEEN TRUSSES TRUSS CORD EILING G.W.B. NAILED 0 2X6 ON THE EDGE TO TRUSS 5 TUPICAL PARTITION WALL & TRUSS 9,-0" 16' - 7 1 /2" 16'-10" 12'-1 1 /2" 0 3'0"X4'0" W-61 0 kvC W. IN O D.W. MIC.ABV. 2'-4" HD.WD. - - CEIL. H 9' 1O KITCHEN VENT.O.S. 6'-8" MIN.100 cfm * I I REF I METAL BASE 26 GALV. GAGE 2" WIDE SHT. MTL. CLEA 2 EACH SIDE. FIRE CAULK METAL COLLAR W/ CLAMP 26 GALV. GAGE CARRY FLASHING SHEETS OVER PARAPET & NAIL; EXTEND ONTO ROOFING 1' EXTEND ROOFING PLIES 14"X14" GALV. SHEET METAL OR ALUMINUM TIGHT SCREW TO PLY PENETRATION TYP. P A T 1 0 G A76- MGRAD 41-6 $$ 11'-10$$ FD-1 NOOK 10 HD.WD. - - - -L-1-- CEIL. H9' / ISLAND SLAB / 3'6"X8' 20M. BATH PAN. TILE CRAWL SPACE / 0 L W.M. D. 12"XI2' HOLE ABOVE WITF SCREEN AND LOUVER ON. / FOR IMAKE UP AIR n T LA N DRY, HD.WD. x o co ® I VENT.O.S. 15'-6" 00 10 I I in I VE T.O.S. O ®4 o CCESS 18 X24 / I EAT PUMP 28"X 9%' 2'-4" IN. 0 cf °° _ / I 3'-0" db.=47 q ie( I SH. HD. o DR `� 0 w 2"SPLASH H.1 0 0 � / < Y F 2'6"X5'TUB '� �U) /DINING � � 2'-4"J/ ~ 0'� / 18" RAISED O ;n �o --�'-0" r--� 2'-8" / 00 ATFORM � c< o SKLT I SKLT O N /¢ a v N LaJ� L�J ----� L--J -- ---� w 00 HD m Q ro X� oZ� vw \ �Upo Q / 00 I \ / �Ow U) L / = / R&S N - \ / a_ / 00 3'-0" 3'-0'/ / \ / / C5 / / GARAGE E Lu \ / J / CONNC. SLAB 0 S.D. / S.D. w SLOPE 1/8" < = 0 \ \ / TOWARDS O.H. DOORS z FOOT / w GREAT ROOM 1 LAYER 5/8" TYPE(X) G.W.B. 1O / 1O 1O J o _ HD.WD. ALL WARM WALLS/CEIL. Lu > / iv = = �I CEIL. H 9' \ T. HO UPP TING Oro BED RM. / BED RM.co HD.WD. / HD.WD. I �V READY CHARGING INSTALLED I CEIL. H 9' / CEIL. H 9' N all \ f / \ � OPENER / W-4 / 6'0"X6'4" - - — 6'-9" 13' - 0" -------------- o \ � I I 3' " \ \ CO I \ I ' - 2" W-3 W-2 W-1 1 N PORCH 3'0'X6'4" 6'0"X6'4" 3'0"X6'4" CONC.\ \ W 4 SET BACK 25 6'0"X6'4" ' Ds. GARAGE O.H. DOOR 8'X8' S SW2 SW2 \� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 18" OVERHANG ABOVE 12' 10" 6'-9 '-0" 4'-8" 2'-7" 5'-0" 5'-0" 2'-7" '-0" 6'-2" 6'-2" oo Ile 1 00 00 1 10 13'-4" 6'-8" 15'-2t' -0" 12'-4" 40 00 26 -4" 62' - 6" < q 0 MAIN FLOOR N 0 Ln N I I I I I �w z J Iw a O 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 I I I L HOT WATER & COLD WATER INSULATE WITH FIBERGLASS BATTS NOT FOAM INSULATION BLOCK SADDLE BETWEEN HEATER AND WALL 2/3 HEIGHT OF WATER HEATER GAS COCK 1 /3 HEIGHT OF WATER HEATER UNIONS OR FLEX, CONNECTOR U e% SPILL FULL SIZE TEMPERATURE & PRESSURE RELIEF TO OUTSIDE 3/8" X 3" LONG LAG SCREW Z T- POSITIVELY ATTACHED TO BUILDING FRAME MEMBERS, LAG SCREW TO PLATFORM 18" HIGH MIN. PENETRATE WOOD MEMBERS AT LEAST ONE INCH, TYPICAL AT UNION TYP. OR FLEX. CONNECTOR 1/3 AND 2/3 HEIGHT OF HEATER 1 3/8" x 16 GAUGESTRAP, MIN. NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES WATER HEATER STRAPS SCALE: NONE NOTE: 1 ALL WINDOW HEADERS TO BE PER ROOF FRAMING PLAN B 2 ALL INTERIOR BEAMS & HEADERS TO BE 4X10 UNLESS NOTED. 01-05 3 ALL EXTERIOR BEAMS TO BE PER FOOR FRAMING PLAN 4 NAILING PER TABLE R602.3 I.R.C. TYP. 5 H.D.s ON THE CORNERS MIN. 3" FROM EDGE 6 ALL EXTERIOR DOORS TO BE PROVIDED WITH DEAD BOLT OR DEAD LATCH 7 ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. H FIRE BLOCKING @ ALL PLUMBING & PENENTRATIONS. 9 ALL GLAZING SHALL BE DOUBLE W/ U VLUES AS SPECIFIED 10 ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE SAFTY GLAZING.THIS INCLUDES GLAZING IN DOORS,WHITIN 18"OF FLOOR; WITHIN 12" OF DOORS; & IN SHOWER OR TUB ENCLOSURES. 11 SLEEPING ROOMS SHALL BE PROVIDED WITH EGRESS WINDOWS OR DOORS WITH MIN. NET CLEAR OPENING OF 5.7sq.ft. WITH MIN. NET CLEAR HEIGHT OF 24", WIDTH OF 20" & SILL HEIGHT OF MAX 44" ABOVE FLOOR. 12 ALL WOOD IN DIRECT CONTACT WITH CON E OR MAS SHAL ES D. 13 HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AND HEAT DETECTORS TO COMPLY WITH SECTION IRC 314.4 AND IRC R315.5. 14 BA B SH S D WALLS AB E INISHE NON ABSORBENT SURFACE NOT LESS ABOVE FLOOR PER IRC 307.2 15 ALL EXTERIOR WALLS TO BE SW1 SHEAR WALLS LINO HOLD DOWN 1 PER SHEAR WALL SCHEDULE SMOKE DTECTOR S. D. © CARBON MONOXIDE SENSOR HD HEAT DTECTOR IN THE GARAGE �c� 4 3 2 1 0 2' 4' 8' SCALE: 1 /4" = V-0" M co 0 00 Z J (D � CN � � N N (n 0 ~ U) 00W J H Z N O LLu 0 W ^ � V) c/) O O 0 0 Q 0 w J J L Z 0 w J 0 — m Z CV O Z N � Q co co z p w > w w �O ~ w p ~ wO < (ri H U a J z O U) Z :z o -1(n F- U s U =) W 00o LL Q p Y Q p X L J z U Lu U) > w �p � w zo O QLLJ ` > W o Q J m w > 2i w U Q Q LL Cn c� U) Lu ~ U z(D o Q > w Y U o Lu Qa Z Q w N N N N N N N N N N N N O O O O M M O O N N N N N N O O N N N N f- I� N N PROJECT: ALI EDMONDS DATE; 4/20/2021 FILE: ALL DRAW N.M. CHECKED: N.M. 01-02 General Structural Notes CODE: IRC 20181 IBC 2018 for structural design I n:eral design oer ASCE 7-16with IBC amendments DESIGN LOADS: ROOF Actual PSF DEAD LOAD 25 PSF LIVE LOAD (SNOW) FLOOR Actual PSF DEAD LOAD 40 PSF LIVE LOAD STAIRS 100 WIND SPEED 98 MPH BASIC WIND SPEED WIND EXPOSURE B TOPOGRAPHIC FACTOR 1.0 SEISMIC DESIGN CATEGORY D/D2 R= 6.5 Wood Shear Wall System Ss (USGS Haz Map) 1.3 S1 (USGS Haz Map) 0.5 SOIL 1500 PSF ALLOWABLE ASSUMED FOUNDATIONS: EXTEND FOOTINGS TO UNDISTURBED SOIL. CONTACT SOIL ENGINEER IF SOIL IS EXPANSIVE OR QUESTIONABLE. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED GRADE EXISTING FOUNDATIONS SHALL BE WITHOUT ANY LARGE CRACKS AND SETTLEMENTS. CONTACT THE ENGINEER WHERE QUETIONABLE. COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO AM INIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTEND DETERMINDED BY ASTM D-1557 TEST PROCEDURES. CONCRETE: fc=2500 PSI* MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM SLUMP IS 4 SEGREGATION OF MATERIALS TO BE PREVENTED SAW CUT CONTROL JOINTS FOR SLAB ON GRADE ASAP AT A MAXIMUM 15SPACING, 'ASSUMING 3000 PSI WILL BE ACHIEVED WITH 512 SACKS for exposure. NO SPECIAL INSPECTION IS REQUIRED. REINFORCING STffL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS MAY BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP CONTINIOUS BARS 50 DIA. MINIMUM, LON. PROVIDE CORNER BARS FOR ALL WALLS (2' BEND). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - W 1.4 X W1.4 LAB ONE FULL MESH AT SPLICES CONCRETE COVER TO REBAR TO BE: FOOTING: 3' FROM SOIL FORMED SURFACES: 1 W WEATHER FACE W INTERIOR FACE ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T-P.I. AND IBCO STANDARD LOADS SHALL BE PER STRUCTURAL DRAWINS, TRUSSES CONNECTED TO INTERIOR SHEAR WALLS SHALL BE DESIGNED FOR LATERAL SHEAR PLUSS THE GRAVITY LOADS TRUSSES SHALL BE CONNECTED TO EXTERIOR WALLS WITH MIN OF A H2.5 CLIP AT EACH TRUSS TIMII BEAMS AND POSTS (4X AND GREATER) DF-L #2 OR BETTER STUDS HF#2/STUD OTHER LUMBER HF#2 OR BETTER Glulam (24F-V4) DF (Fb= 2400 PSI) Glulam Post Treated to refusal DF (FB= 2200pis min.) 2X_TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION' WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL NAILS SHALL BE COMMON WIRE NAILS All FASTNERS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE HOT DIPPED GALVANIZED. ALL BOLTS SHALL CONFORM TO ASTM A307 PROVIDE WASHER UNDER THE HEAD AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. SEE STAILESS STEEL REQUIREMENTS ON PLANS. EXISTING LUMBER SHALL BE SOLID WITHOUT ANY DRYROT. CONTACT THE ENGINEER IF QUESTIONABLE. B N 01-0500 C S-1 SEE DWG.1-08 E S-1 SEE DWG.1-08 ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OF THE MANUFACTURER, GRADE, THE NER, OR ICBO REPORT NUMBER AND THE QUALITY CONTROL AGENCY BEAMS LAMINATED VENEER LUMBER (LVL) Fb = 2600 PSI E = 1900 KSI Fv =285 PSI PARALLEL STRAND LUMBER (PSL) Fb = 2900 PSI E = 2000 KSI Fv = 290 PSI ALL PLUS DESIGNATED PARALLAM AND SIMILAR SHALL BE OF TREATED MATERIAL RESISTANT TO DECAY SHALL BE FURNESHED AND INSTALLED PER MANUFACTURERS' RECOMMENDATION ALL NECCEASSRAY BRACING, BLOCKING STIFFERNERS ETC. SHALL BE DETAILED BY THE MANUFACTURER, DESIGN SHOWN ON THE DRAWINGS IS BASED ON TRUS-JOISTS, NER 200. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 15/32" CDX PLYWOOD, BLOCKED SOLID SEE SHEAR WALL SCHEDULE AS NOTED ON THE PLANS. LION, NAILS SHALL BE 8d @ 6" O.C. AT PANEL EDGES AND 8d @ 12" O.C. FIELD TO STUDS SPACED @16" O.C. See shear wall schedule for additional requirements. ROOF DIAPHRAGM: APPLY 1/2" CDX PLYWOOD (32/1(3) ON ROOF, NAIL WITH 8d @ 6" O C. AT SUPPORTED EDGES AND 8d @ 12" O.0 AT INTERIOR SUPPORTS, BLOCKING NOT REQ'D. LION. FLOOR DIAPHRAGM: APPLY'/I' MIN. CDXAPA RATED PLYWOOD (24/16) EXPOSURE 1 OR EXTERIOR GLUE, GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND WITH 10d COMMON WIRE NAILS @ 12" OC. AT INTERIOR SUPPORTS, NAILING: ALL NAILS SPECIFIED ON THE DRAWINGS ARE DESIGNED TO BE HOT DIP GALVENIZED COMMON OR POWER DRIVEN NAILS. MINIMUM NAIL DIAMETER AND LENGHTH SHALL BE AS FOLLOWS: SHEATHINGNAILS- 8D 0131 X21/4 10D 0.14BX2112 FRAMING NAILS 10D 0.148X3 16D 0.162X31/4 EPDXY ANCHOR: ALL EPDXY SHALL BE DISPENSED BY THE DUAL CARTRIDGE OR GLASS CAPSULE METHOD TO INSURE PROPER MIXING. CLEAN OUT ALL HOLES WITH COMPRESSED AIR BEFORE FILLING. SPECIAL INSPECTION REQUIRED PER DRAWINGS. EXPANSION ANCORS: SHALL HAVE APPROVAL REPORT BY [CC ES FOR POST INSTALLED CONCRTE ANCHORS AND SHALL BE INSTALLED AND INSPECTED PER THE REPORT REQUIREMNETS. INSPECTIONS: Special Inspection and/or structural observation may be required by the local jurisdiction NOTIFY BUILDING DEPARTMENT FOR STANDARD BUILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE CONTRACTOR: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECJNIQUES, SEQUENCES AND TEMPORARY BARCING FOR THE STRUCTURAL SYSTEM AND COMPONENTS TO PERFORM THE WORK. CONTRACTOR SHALL REPORT ANY DESCREPANCIE TO THE ENGINEER IN WRITING DURING BIDDING PROCESS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION SIM ILAR DETAILS SHALL BE USED WHERE CONDITIONS ARE SIMILAR IN CHARACTER, SUBJECT TO APPROVAL BY THE ARCHITECT OR THE ENGINEER. ALL STRUCTURAL SYSTEMS AND COMPENENTS SHALL FOLLOW THE SUPPLIERS GUIDLINE DURING DELIVERY, STORAGE AND ERECTION, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. LANDING ABOVE F-----------1 1 1 I I I I I I I 17'-2" I SEE DWG.1-08 I I 15# BLDG. PAPER r 1/2" GYP. BD. 1/2" C.D.X. PLYWOOD R-21 INSULATION ANCHOR TO WALL IF NECESSARY 2X P.T. SILL PL. #4 BARS @12"O.C. E.W. OR W.5/8"X12" A.B. W/ 6"X6" (W1.4X1.4) WWR 48" O.C. & 12" FROM ENDS 2" RIGID THERMAL /R10 INSULATION MIN. 2' W AT PERIMETER NOT REQUIRED @GARAGE ROOF DRAIN #4 BARS CONT. SEE ST. DWG. 6"PERF.FTG.DR. oG 0, COVERED W/GRAVEL MIN. 3 BEYOND & 6" ABOVE ° o FOOTING EDGEPER IRC 40 . 0 DECK ABOVE IF - � - - - - - - - - - - - - - - - - - - - - - - - - I 1 I I I 1 I 1 I I 1 16'-4" 10, 40 Dd) 7'-3 1/2" SEE DWG. 1-08 moc-h 0 SEE DWG. 1-08 1 I 1 -J- - - - - - - - -� - -007- - - - - - - - • I I - - - -�-moo - - - - - - - -�- - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = DBL. _ _ _ - - - - - - - - - - - - E �_ " n �- - - - -� - - - - - - - - - - ------------------- 18 x24 w l w l ACCESS I 0 J-1 11 7/8 T J I P R 0, 2 10 @ 1 6" 0. C. T Y P. �o -- - - T-2"- - - - - _- - - - - - - - - - - - 1 - - - - - - - - - - -u� emu- - - - - - - - - - - -- - - - - - - - - - - - - - 16" FOUND./ SLAB TYP. A-1 C SEE DWG.1-08 S-1 N I 5'-6" F------z- - - - - -- - - - - DBL. - N - - - - - - - - - - - - - - - - - - - - - - I a LL 0 DBL. 0 1CJ I X 1 I - - - - - - - - - - -1� - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - ¢ - - - - - - - - - - - - - - - - - - - - - - I C I I = DBL. I S-1 1 DBL. - - - - - - - - - - - - - - - I SEE DWG.1-08 - - - - - - - - - - �- - - - - - - - - I - - p p co J-1 11 7/8 T J I P 0, 2 1 0 @ 1 6" 0. C. T Y I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I C � O 1 O - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1-05 ¢ ¢ O I - - - I � w I- - - - - - - - - I I; c5 a -d O - - - - - - - - - -��_ 1 IY i � - w - - - - - - - O - i C5 w O I - - S-1 - �� - - - - - - - - - - - - - - - - - - 1 " N � I - - - - - - - - - - - - - - - - -- - 00 - - - - - _- - - - - _ � I I 8'-3„ - - - - - co - - - - - - - - - I _ I I I--------------J 17'-2" SEE DWG.1-08 26'-4" 9,-2„ FOUNDATION PLAN 15'-2" LO aC? 0 M 12' - 4" Ln cV 4" GRAVEL BEDDING 6MILL. V.B. LAP SEAMS 12" 2- #4 BARS CONT. CONCTND.ON UNDISTURBED SOIL li ffIN HATCHD, EXISTING AND API FOUNDATION TO BE SAVED SHEAR WALL TABLE Type Material Nailing PL Nailing PI Nailing Anchor Top Bottom Bolts SW 1(1) 7/16" OSB or 8d @ 6" LTP4 at 20" 16d @ 8" 5/8" dia @ %" Plywd 48" SW 2,3) 7/16" OSB or 8d @ 3" LTP4 at 10" 16d @ 5" 5/8" dia @ %2" PI d 32" Specific notes; (1) All exterior shear walls not called out to be SW 1 (2) Framing members, end studs, and plates to be min. 3x with nails staggered (3) 2-2x studs may be used in lieu of 3x with 16d at 24" staggered Notes apply to the entire Shear Wall table: • Intermediate framing member's nailing to be 12" o.c. • Nails(Common): 8d=0.131"dia x2.5" 10d= 0.148" dia x3" 16d= 0.162" dia x3.5" • Block all panel edges with min. 2x blocking. • Apply nailing to all studs, top and bottom plates and blocking • Framing to be 16" o.c. • Fasteners shall be driven flush with surface of sheathing nail and staggered at joints. • Anchor bolts to be embedded min. of 7" in concrete and to be located not more than 12" and not less than 4" from end of the wall(min. 2 A.B. per wall). Provide a hot dip galvanized 3 x3 x0.229" washer at each A.B; max 1/2" from plate edge.. The hole in the plate washer may be diagonally slotted 13/16" x 1 3/4" provided a standard cut washer is placed between the plate washer and nut. Use 4.5"x 3" x0.229" at 2 sided walls • Nails shall not be spaced less than 3/8" from edge of sheathing • Pony walls to be constructed as walls above HOLDOWN TABLE Number Type Fastener to Studs Anchor Bolts 1 STHD14 (or HDU2) 22-10d(6-1/4 x2.5 5/8" Dia. With mi. STHD14RJ with SIDS) 1.75" edge dist. floor joists 2-2x studs w/ 10" embed in CIP concrete Notes: • Locate Holdown on each side of the shear wall • Stitch studs at each end with 10d Common at 6" staggered • Number of strap nailing is to above and below stud; not rim. • Refer to Manufacturer's catalog for proper installation • Minimum concrete strength is 2500 psi NOTES: 1. USE 3"x3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. CONNECT ALL RIM JOISTS @ EXT. WALLS w/ (2) CS16 STRAPS. FILL ALL HOLES WITH NAILS. CORNER HD. DISTANCE I HOLD DOWN 1 PER SHEAR WALL SCHEDULE 30"X30"BY 8" THICK. CONC. FOOTING W. 2#4 BARS E.W. TO SUPPORT POST/ POINTED LOAD W/ POSITIVE CONNECTION 1804 SQ. FT. CRAWL SPACE / 150=12.3 SQ. FT. VENT REQUIRED 12.3 X 144= 1771 SQ. INCHES 8"X16" VENT COVER =128 X .85=108.8 SQ. INCHES NET OPENING 1771/ 102.4=16.2 SO 16 VENT COVERS REQUIRED. 4 3 2 1 0 2' 4' 8' SCALE: 1 /4" = V-0" M co 0 00 Z J (D LO Q CN In 01-0 N QM C/) 0 O N C/) Z ~ M W Q J_ Q Z N W O Z �wn V (0 0 Z Q o O J C 0 Wm o z (V 0 N O Q M LL z z Q o a w LU j U) � LLJ U� Q w Q d J U o Z � O zLU o w z Q � W (n cn o w � � 0 = I) O cn o w Q ILL. O Cn o U) O 3 N = U Q = ZD m Z O ~ z O z X w o > � LU U w w W _J L j 0 N w J ~ J 3: w = N N O N N N CD N N N CD N N N CD N N N O N CV O M N oN 6 N 6 N ai N 0i N Lri 06 N M N rfl PROJECT: ALI EDMONDS DATE; 4/24/2021 FILE: ALL DRAW N.M. CHECKED: N.M. 01-03 M co O 00 TILE / ASHPHALT SHINGLE 2-7 Q J 30 #FELT �_ Lo (D C-0 1/2" SHEATHING W/ 2-10d @ E. RAFTER IJ_ < N 1 Lo CN TRUSS PER PLAN BIRD BLOCKS W.1/4' Q co CO 0 CORROSION RESISTANCE MESH (J) CV H25 HURRICANE AND 8d NAILING/ 1.5" R HOLE 5" O.C. 2-7 / E. END -LiW/4,8d � FLASHING 4"UP SLOPE TYP. J EXTENDED BETWEEN FELT 27- Q fV L 4X5 CONINUOUS o ALUM. GUTTER r4i NOTE: FACIA BOARD 2X8 i IZIGvwa►czv SIDING / DECAR OR HARDIPLANK ROOF & GUTTER B SCALE 1"=1' G.W.B. R 21 INSULATION FILL CAVITY HEADERS LESS THAN 4' SPAN: 4X8 HEADERS MORE THAN 4' SPAN: 4X10 RB-1 3.5X9.5 PSL RB-2 3.5X9.5 PSL ROOF FRAMING PLAN EXTERIOR WALL D SCALE 1"=1' VAPOR BARRIER 1/2" C.D.X. PLYWOOD PRESSURE TREATED FURRING M SIDING / DECAR OR HARDIPLANK R12 CONTINUOUS INSULATION J) 4 3 2 1 0 2' 4' 8' SCALE: 1 /4" = 1'-0" Lu V U z 0 Q o Q J U) o J r 0 W m o O Q N O N Z � 00 � NN ry Z znam; �S�ONAL GNO Cn J J w cl U) w E' w ~ w > U O w 0 � w O U Z z F- O X U) w o z w w F- 0 w w m Q w m o � � J (Dww 0 m CNV M M O N CV N O N N Lo M CV O Ln co PROJECT: ALI EDMONDS DATE; 4/20/2021 FILE: ALL DRAW N.M. CHECKED: N.M. 01-04 NOTE ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE SAFTY GLAZING.THIS INCLUDES GLAZING IN DOORS,WHITIN 18"OF FLOOR; WITHIN 12" OF DOORS; & IN SHOWER OR 110, 3'-0" 6'-0" 3'-0" 3'-0" 3'-0" O I I O O O 4 "t LPI (W-1)#1 CASEMENT (W-2)#1 PICTURE (W-3) # 1 CASEMENT (W-4) # 2 (W-5) # 2 SLIDING IC RE SAFETY GLASS 453.35 MAXIMUM HEIGHT ALLOWED NOTE: INSTALL APPROVED CORROSION RESISTIVE FLASHING AT THE FOLLOWING LOCATIONS PER R703.8: O 1. AT TOP OF ALL EXTERIOR WINDOWS AND DOORS (EXCEPT AT SELF FLASHING WINDOWS) N 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS 3, UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLE OF WOOD FRAME CONSTRUCTION. 6 AT WALL AND ROOF INTERSECTIONS ROOF/ ATTIC VENTILATION ALL VENTS TO BE SCREENED w/ 1/4" CORROSION RESISTANT METAL MESH S I D I N G (3) 2"dia HOLES PER VENT BLOCK=7.0 sq.in. (NET AREA 74%) NET VENTILATION TO BE MIN.1 /300 OF ATTIC SAPCE EVENLY SPLIT BETWEEN INTAKE AND EXHAUST 429.5 MAIN FL OR 507. MIN TO 80% MAX OF REQUIRED VENTILATION TO BE LOCATED MORE THAN 3'-0" ABOVE EAVE VENTS. 428.35 AVERAGE GRADE 453.35 MAXIMUM HEIGHT ALLOWED 446.2 ACTUAL HEIGHT 438.5 TOP C 429.51 4'-0" PIC. • F. DOOR (W-6) # 1 W-7 (W-8) # 1 (FD-1 CASEMENT PICTURE PICTURE PICTURE SAFETY GLASS ARCH. COMPOSITION ROOFING 0 I O rl 0 O I 0 PHONE/CABLE LOCATION SOUTH ELEVATION 12 4.5 PIC. 12 1 4.5 0 I PIC. S I D I N G I EAST ELEVATION ! 446.2 ACTUAL HEIGHT 438.5 TOP OF PLATE DECK 429.5 MAIN FLOOR 3E GRADE O I Lo N 4 3 2 1 0 2' 4' 8' SCALE: 1 /4" = 1'-0" M co O 00 � O 0 Z J C5 rn u') < N U)COV H M W � J H Z N O LLu O w Lu =) _j W o 0 Lu Q J Lu o n v„ 45 GJ LL] � Q N O N z � Q 00 Oz U) O O p z Lu p z z_ Lu p U) c a> p LL_ (1) U) LL O U O Q � J c ca U � Lu LL U) N O N O N c3) N c3) N N PROJECT: ALI EDMONDS DATE; 4/20/2021 FILE: ALL DRAW N.M. CHECKED: N.M. 01-06 NOTE: M INSTALL APPROVED CORROSION RESISTIVE FLASHING AT THE coCD FOLLOWING LOCATIONS PER R703.8: m 1. AT TOP OF ALL EXTERIOR WINDOWS AND DOORS (EXCEPT AT SELF FLASHING WINDOWS) 9 p OU 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS HEADER HEAD R ¢ J 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS 7/16" PLYWD. SHEATHING SEALANT WINDOW FRAME J � � -:I- 4. CONTINUOUSLY AVOVE ALL PROJECTING WOOD TRIM. INSULATION (WHERE OCCURS) SILL 3/8" BEAD CAULK R H oP INc R H oP INc � 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR (VERIFY TYPE \ O7 ASSEMBLE OF WOOD FRAME CONSTRUCTION. SIDING PER PLAN PER SPECS) SEALANT JAMB1'.i ' JAMB � 6 AT WALL AND ROOF INTERSECTIONS WD. FRAME WALL PER PLAN FORTIFLASH OR EOL ON ALL TRIM PER ELEVATION sILL ' SILL c� Q � N N SIDES OF WINDOW (WHERE APPLICABLE) co (n �O BLDG. PAPER MOISTOP F� O z N MOISTOP (SEE DETAIL WI10 FOR INSTALL) GYP. BD. (SEE DETAIL W110 FOR INSTALL) FL SHING " ~ M Lu ROOF/ ATTIC VENTILATION GYP. BD. FORTIFLASH OR EOL ON ALL o J ~ KING STUD TRIM PER ELEVATION WD. FRAME SIDES OF WINDOW z Q ALL VENTS TO BE SCREENED W/ 1/4" CORROSION RESISTANT METAL MESH (WHERE APPLICABLE) WALL PER PLAN STEP 1 STEP 2 N � (3) 2"dia HOLES PER VENT BLOCK=7.0 sq.in. (NET AREA 74� TRIMMER SIDING PER PLAN -ATTACH SILL STRIP OF 9" WIDE MOISTOP FLASHING MATERIAL ® ATTACH JAMB STRIPS OF 9" WIDE MOISTOP FLASHING ui NET VENTILATION TO BE MIN.1/300 OF ATTIC SAPCE EVENLY SPLIT BETWEEN INTAKE AND EXHAUST INSULATION BLDG. PAPER WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL. MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB �O 50� MIN TO 80% MAX OF REQUIRED VENTILATION TO BE LOCATED MORE THAN 3'-0" ABOVE EAVE VENTS. SEALANT SEALANT WINDOW FRAME (WHERE OCCURS) - EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF OF THE ROUGH OPENING. THE ROUGH OPENING. o START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 7/16" PLYWD. SHEATHING - ATTACH FLASHING MATERIAL WITH 9" ABOVE LOWER EDGE OF HEADER, CORROSION —RESISTANT STAPLES. CD N 453.35 MAXIMUM HEIGHT ALLOWED 446.2 ACTUAL HEIGHT !YZI"I I_11011116161Ci 428.35 AVERAGE GRADE WINDOW JAMB @ WOOD FRAME WALL SCALE: 3"=V-0" A � 12 4.5 ARCH. COMPOSITION ROOFING S I D I N G WEST ELEVATION NORTH ELEVATION WINDOW SILL @ WOOD FRAME WALL SCALE: 3"=1'-0" STEP 3 -APPLY A 3/8" CONTINUOUS BEAD OF SEALANT TO THE BACK OF THE FRAME NAILING FLANGE ON ALL SIDES OF THE WINDOW o PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE INSTALLED JAMB AND SILL MOISTOP FLASHING MATERAL. • ATTACH 9" WIDE MOISTOP FLASHING MATERIAL OVER THE HEAD FLANGE, EXTEND THIS STRAP 2" BEYOND THE CUTTER EDGE OF THE JAMB FLASHING MATERIAL(INSTALLED BY SIDER) • NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS BUILDING PAPER TYP. WINDOW FR ME OR SIMILAR OPENING CUT AWAY EXCESS BLDG. PAPER OPENING BUILDING PAPER UNDER SILL STRIP STEP 4 -STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING. • APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE FRAME OPENING) OVER THE JAMB FLASHING MATERIAL. • APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF 1/2 PAPER WIDTH. STEP 5 APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING. -APPLY 6" FORTIFLASH OVER TOP OF FLASHING AND BUILDING PAPER, TO EXTEND BEYOND THE CORNER OF FLASHING AT 45°. COVER ANGLED EDGE WITH TAPE, STANDARD FLASHING MATERIAL APPLICATION AT OPENINGS 1/4"=1'—O" 453.35 MAXIMUM HEIGHT ALLOWED 446.2 ACTUAL HEIGHT 438.5 TOP OF PLATE 429.5 MAIN FLOOR ?8.35 AVERAGE GRADE 4 3 2 1 0 2' 4' 8' SCALE: 1 /4" = 1'-0" >; W ui V J co J -=) O p 2-7 w O p Lu � W J Q U) Ax W �.: ��• p 2-7 O N Z Liz ZL x x x x PROJECT: ALI EDMONDS DATE; 4/20/2021 FILE: ALL DRAW N.M. CHECKED: N.M. 01-07 PLY. EDGE NAILING @ HOLDOWN STUD PANEL EDGE NAILING OVER (2) 2x STUDS ALL HOLDDOWN, STUDS HOLDDOWN WHERE OCCURS A35 OR LTP4 PER SHEARWALL STHD 14 w/ 38-1 Gd PER PLAN W/ ALL -THREAD SCHEDULE (2) #4 CONT. ix, I 51NKEK5 NAILS STRAP TO MATCH A.B. SIZE IN VERTICAL GRAIN (TYP.) LOCATION PER PLAN HOLDDOWN SCHEDULE TO MATCH HOLDOWN BLKG EXPANSION JOINT SHEARWALL PER PLAN STUDS NAILING PER SHEARWALL 4- 8D NAILS INTO EDGE NAILING SCHEDULE (TYP) ' EACH BLOCK I 1 WHERE JOISTS ARE PARALLEL, FINISH GRADE 13/" LSL RIM JOIST I I PROVIDE TJI BLKG @ 48"" O.0 2-#4 CONT. TOP JOIST DIRECTION & _ SHEATHING PER PLAN #4 @ 12" o.c. HORZ. p m CZ 2-16D THRU EA m o a JOIST OR BLOCK. #4 @ 12" o.c. VERT. z z z F#4 @ 12" O.C. HORIZ. 2X6 P.T. SILL PLATE W/ g ° #4 @12"O.C. VERT. A.B. PER SHEARWALL o� co ALT. BENDS SCHEDULE (U.N.O.) � = 2-#4 CONT. BARS NOTE: ALL FASTENERS INTO 30" MAXIMUM 4„ 8„ 411 PRESSURE TREATED WOOD UNBALANCED (2) #4 CONT. SHALL GALV. OR STAINLESS STEEL PER GENERAL NOTES A EXT. SHEAR WALL @ SLAB B EXT. SHEAR WALL JTS PARALLEL SI 3/4" = 1'-0" SI 3/4" = 1'-0" STRAP TYPE HOLD DOWN PER PLAN A.B. PER SW SCHEDULE ADD 2 X FULL DEPTH BLOCK HOLD-DOWN LOCATION #4 BAR AT STRAP x L7 REFER TO FOOTING DETAILS FOR REINFORCEMENT i STRAP TYPE HOLD-DOWN FOOTING REFER TO HOLD-DOWN SCHEDULE FOR LIMITATIONS MHOLDOWN @ FLOOR SI 3/4" = 1'-0" 8d @ 6"1 ROOF P 2x VENT BLKG EDGE NAIL PLYWD SCHEDI =RS @ 'ICANE CAP EA. RAFTER EXT. WALL @ RAFTERS SI 3/4" = 1'-0" EDGENAILING AT FL"WOOD EDGES PLYWOOD EDGE NAILING PLY' FIELI NAIL EDG AT S (2)2 x TOP PLATES i TYP. SHEAR WALL DETAIL D 3'-0' min. --- — _-- __ - -- - i CONCRETE WALL `-:.. ADD DIAGONAL IN WALL { TO MATCH WALL HEINE o � o o NORNAL FOOTING REINFORCING ADD BARS TO MATCH NORMAL o REINFORCING LINE OF EXCAVATION NORMAL FOOTING REINFORCING F TYPICAL STEP FOUNDATION SI 3/4" = I'-0" 2 x (MIN) BLOCKING AT'LYWOOD UNSJPPORTED 'f EDGES (TYP.) SHEATHING SHALL BE NAILED TO EACH SHEAR WALL END STUD ISEE HOLD OWN SCHEDULE) Wj EDGE NAILING SPECIFIED IN SHEAR WALL SCHEDULE s HOLD OWN ANCHOR LOCATIONS. (2) 2 x OR 4 x (MIN.) AT HOLD DOWN ANCHORS (TYP.k U.N,O. 2 x (MIN.) SOLID BLOCKING AT EDGE NAILING AT SHEAR WALL OPENINGS HOLD DOWN PER — FRAMING PLAN (TYP) TRUS, A35 C 24" O. SILL PLATE- SEE SHEARWALL TABLE JOISTS PER FRAMING PLAN -EDGE NAILING PERSHEARWALL TABLE -RIM JOIST BOUNDARY NAILING PERSHEARWALL TABLE 2X6 P.T. SILL PLATE PER SHEARWALL TABLE #4 @ 14" O.C. NOT LESS THAN 2 BARS 2-#4 CONT. BARS I 1I1 I 1II1 1111 11 11 C EXT-SHEAR WALL JTS PERPEND SI 3/4" = 1'-0" 8 �. 2X P.T. SILL PL. W.5/8"X12" A.B. 48" O.C. & 12" FROM ENDS #4 BARS CONT. 12" O.C. EACH WAY r BID P6' O.C_ INTO ,JOISTS E} SHEATHING TJI BLOCKING PER PLAN 4N } f 2-16D TOENAILS 7HRU Ed; JOIST —BM PER PLAN POST PEEP PLAN) Wr AC SERIES POST CAP 0 TOP & ABU ,SERIES POST BASE P BOT. Wfr�B DLG x7' A f3. #4 e 12' EACH WAY Fv47 hdG SIZE PER. PLAN D POST FOOTING @ CRAWL SI 3/4" = 1'-0" 2- #4 BARS CONT. CONC.FND.ON UNDISTURBED SOIL G TYPICAL CONCRETE FOUNDATION DETAILS SI 3/4" = 1'-0" yI��I1.Y�7�■.fi■�_w■►1�7I�_�N:iNLY� N1■-w■.Ze1:8kqraufn[t 2x BLOCK w/ 1 1/2" VENT HOLES AS REQUIRED w/ (2)12d T.N EA. TRUSS/ EA. END EDGE NAILING 2x STUD @ 16" O.C. PLY. PER SCHEDULE EXT. WALL @ TRUSSES SI 1" = I'-0" 8d @ 3" O.C. PLY. TO BLOCK (2)A35 CLIPS 0 0 0o 1 1 1 1F— o o oo (4)A35 CLIPS SHEARWALL PER PLAN / 2x6 BLOCK ry�ror��iry ELEVATION A35 (o OMIT I (6)16d TYP. S T`�'. DOUBLE TOP PLATE M OR HEADER PLAN VIDE (2) BEARING DS U.O.N. H TYPICAL WALL AT HEADER SI 3/4" = 1'-0.. EDGE NAILNG 8d @ 4" o.c.- TOP PLATE FLOOK PLYWC 2x STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERIOR WALLS, SHEAR WALLS, @ AT EACH FLOOR LEVEL AND AT ROOF. K TYPICAL TOP PLATE SPLICE SI 3/4" = 1'-0" IER PER PLAN ROOF TRUSSES FLOOR PLY 2x4 BRACE w/ (2)A35 EA. END PROVIDE ONE "V" BRACE @ 8'-0" O.C. JOIST PER f ABOVE SHEARWALL DIRECTION N S.W. PERPEDI CULAR TO ROOF TRUSSES SI 3/4" = 1'-0" o DECK LEDGER SI 3/4" = 1'-0" JSTS. PER PLF EDGE NAILING SHEARWALL P -_RIOR WALL PLAN E NAILING K PLYWD EDGE NAILING 8d @ 4" o.c. -"LID BLOCKING 1 3/4 LSL 5 @ I G" o.c. FLOOR PLYW( SHEARWALL PERPENDICULAR TO FLOOR JOISTS L 'HOLDDOWN @ FLOOR SI 3/4" = 1'-0" K JOIST PER PLAN T HANGER PSON "U" HANGER) K8 LEDGER W/ (4) 5 16"o.c. AND (1) is LAG SCREW !"O.C. E NAILING JSTS. PER PLAN I Gd @ 4" o.c. — EDGE NAILING SHEARWALL PER P I Gd @ 4" o.c. @ 2x4 TO TOP PLATE 2x4 CONT. @ SHEARWALL SHEARWALL PARALLEL TO FLOOR JOISTS U J _j L.L 0 U) CV � 0 O 0 U) cq W � CV z O � W W J z � Q C Q U Z � cz Q Rd' f, g E'9 �G'ISTF.� �C7' :. DATE - DRAWN BYsi -