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HomeMy WebLinkAboutBLD-2025-0358 - RESIDENTIAL SINGLE FAMILY BUILDING (2) CODE & PROJECT DESCRIPTION PROJECT I N FORMATION JI IS' TtEIRLING ,r) IN CD ZONING: R2 PROJECT ADDRESS: OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE 3913 ROCK RIDGE PARKWAY, 1/4" = 1' U.N.O. CONSTRUCTION TYPE: TYPE-V ANACORTES, WA 98221 PARCEL# P127674 05-22-25 ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND U_ ORDINANCES AND THE FOLLOWING: I WI::�,I�'rlp�l� I::���, L:: - 2021 INTERNATIONAL RESIDENTIAL CODE FIRE INFORMATION 08-22-25 REV.2 - 2021 UNIFORM PLUMBING CODE - 2021 WASHINGTON STATE ENERGY CODE FIRE AREA: 4,215 sf CLIMATE ZONE: 4C FIRE FLOW REQ. = 1 ,750 gpm REQUIRED ENERGY CREDITS: 8 )�PROPOSED ENERGY CREDITS: 8 HYDRANT #858 - DISTANCE: 80.25 1 W HYDRANT #857 - DISTANCE: 319.16' _j DEFERRED SUBMITTALS COMBINED FLOW TEST 2,172.6 gpm zo 0 U) 1. MECHANICAL HVAC SYSTEM DRAWINGS > W 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS (if C/) W 3. NATURAL GAS DISTRIBUTION DRAWINGS PROJECT HAS HYDRANT ACCESS TO MEET CODE 4. PLUMBING DRAWINGS 5. ROOF TRUSS DRAWINGS / CALCULATIONS 6. FLOOR JOIST DRAWINGS / CALCULATIONS PERMIT APPROVAL STAMP w 7. LANDSCAPE PLANS 8. LIGHTING PLANS �O Z 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS 11. FIRE SPRINKLER (IF APPLICABLE) CITY OF ANACORTES " Z null , 12. SOLAR PANELS IF APPLICABLE) /// / i� , PLANNING AND BUILDING DEPT: W 0 13. ELEVATOR PERMIT (IF APPLICABLE) Q)0 0 T T /// ��%//////� APPROVED PLANS REVIEWED FOR CODE COMPLIANCE OWNER DESIGN INFORMATION PERMIT# BLD-2025-0358 ADDRESS_�913 Rock DESIGNER INFO Rid e Parkway C DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. S G N ATURE DATE EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM ct PLANNING APPROVED 8/25/2025 BUILDING APPROVED 8/2�5/2025 DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. ------------------------- EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM ENGINEERING ACCEPTEI 08/27/2025 bi LL STORMWATER AC CEPTE E BUILDER INFO 0 ngn NAME: STRANDBERG CONSTRUCTION, INC. Stamp ot valid unless si ed ADDRESS: 2018 R AVE., ANACORTES WA 98221 2 IF ]HIIE I\M kU101N\ 1K1EbS111D1ETN\ CIE N TELEPHONE: 360-293-7431 =INITIALBMPS MUST BE IN PLACE AND I SP T U) 0 U_ W INSPECTED PRIOR TO ANY CONSTRUC=TION Z rl� OWNER INFO 0 U.) 3913 ROCK RIDGE PARKWAY ANACORTES , WA 98221 Of 0 ' NAME: OWEN AND MARIA MOON < I.IJ LU M W .,.... ADDRESS & TELEPHONE AVAILABLE UPON REQUEST _j Z 0 D LAYOUT PAGE TABLE REVISION TABLE ENERGY CODE CREDITS PG# TITLE COMMENTS PG# DATE DESCRIPTION FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE REQUIRED 8 TOTAL CREDITS Uj COVER SHEET C1 07/24/25 UPDATED PER COA DEFICIENCY REPORT ............P/.......................... >rr u 0 ................. ........ ........ .................... CN U- ............. 10 �e N 44 0*1�ft co C1 SITE & LANDSCAPE PLAN Al 07/25/25 ADDED FOOTING NOTE PER COA 1 For comb,ustlon heating equipment meeting minirnurn federal effidency standards for the 0 Uj C2 STORMWATER BMP'S A2 07/25/25 ADDED FOUND . NOTE PER COA equipment listed in Table C403.3.2l,5)or C403.3.2(6) Z Foran initial heating systern using a heat pump that meets federal stainclards forthe equipment LL1 LL1 2 listed in Table C403.3.2(2)and supplemental heating,provided by ellectdc resistance car a Lt' U combustion furnace meeting minimum standards listed in Table C403.3.2(5)b found in the 2021 (D C3 CURB, SIDEWALK, AND DRIVEWAY A4 07/25/25 ADDED SIM . SDS NOTE PER COA WSEC-COMMERCIAL ENERGY CODE C) U) in U) 3, For heating systiern biased on electflic resistance only(either forced air or Zonal) a5 0 --- W For heating systern using a heat pump that rneetsfepuirnpundsthatalrtheeguupredtopeedina� Uj EAO ARCHITECTURAL NOTES A9-Al0 07/25/25 UPDATED O . B. H AND SETBACKS 4' Table C4013.2�2)or C 43.3.2(9)1 orAir to waterhea nit are CiOnfiglUir provide 3.0 @ -bi2th-heatng 22LR21 P&A-9d T:�1:,3!2�!in accordance with AHIRI 550/5190 For heating system hale d on electdc resist nce,with:! uj 0 Al FOUNDATION PLAN C1 08/22/25 UPDATED SITE PLAN PER DEFICIENCY REPORT 1. Inverter-dr[%aspiductiess minii-split'lheat pump system installed in the largest zone in the Z 0 0 5, dwelling, 2.0 0 or [)� z A2 FOUNDATION DETAILS 2. With 2kW or less total installed heating capacilty per dwelling 0 ,a.See Section R401.1 and residential building in Section IR202 for Group R-2 scope. < b.The gas back-up furnace will operate as fan-only when the heat pUrnio is operating.The heat pump shall operate at A3 BASEMENT FLOOR PLAN all temperatures above 38'F(3,3'C)(or lower),.Below that"changeover"temperature,the heat pump would not 0 operate to provide space heating.The gas furnace provides heating bellow 38'F(3.3°C)(or lower). 2 CO c.Additional points for the HVAC system are included in Table R406.3, R, I I Irv,........................................................ 11171 1") 1 1),�/ I/11 A4 FLOOR FRAMING PLAN A5 MAIN FLOOR PLAN A6 ROOF FRAMING PLAN Z>- 1.1 Efficient BUIlding Envelope 0.5 0 '0 12 Efficient Building Envelope 1.0 G 2N."s 1.5 < 13 Efficient BUilding Envelope -0 oz 1.4 Effident Building Envelope 2.5 0 < A7 BUILDING SECTIONS 2A Air Leakage Control and Efficient Ventilation 1.0 [71 _10M 2 2 A�rl_eakage Control and EfficlentVientilation 1.5 0 -0 - , I -- _ I W 0. o"W-< ntrola HVAC ndEfficien ati.4R 2.0 Cl 3.1 A8 BUILDING SECTIONS M-. W >1-M Z 1 3.2' High Efficiency HVAC 0.5 0 F2 A9 EXTERIOR ELEVATIONS 3.3,,' High Efficiency HVAC 0.5 0 0=1 U�07 3.41A High Efficfency HVAC 1.5 D 2�0' 3.5 d High Efficiency HVAC 1.5 0 A10 EXTERIOR ELEVATIONS j!K 1�2 0, I ry 3,7',',' High Efficiency HVAC 2.0 0 -0 8, High Efficiiency HVAC 1.0 ID I 0 W so STRUCTURAL NOTES 3.9 High Efficiency HVAC 1.5 a > 'C 3.101 High Efficiency HVAC 2.5 0 3.1Y High Efficiency HVAC 0.5 11 0 S1 ENGINEERING INFO BASEMENT PLAN 0wozaa 00", PLAN AREAS 41 High Efficiency HVAC Distribution System 0�5 -0- C.6 5.1 Efficient Water Heating 0.5 ❑11 S2 ENGINEERING INFO MAIN FLOOR PLAN 2 Effident Water Heating 0.5 11 Ic OZ I L) BASEMENT FLOOR 1 ,180 SQ.FT. 5.3 Efficient Water Heating 0.5 0 (D C Efficient Water Heatin 1.0 0 Z 02 <,<, 0 MAIN FLOOR 1 ,924 SQ.FT. 5.5 Efficient Water Heating 1.5 5.,6 Efficient Water Heating 2.0 W TOTAL LIVING AREA: 3,104 SQ.FT. 5.7 Efficient Water Heating 2.5 0 1 OWNER APPROVAL 5.9 Efficient Water HI a 2.5 6.1 Renewable Electric Energy 14.5credits max�, 0,54.5 F0 07 E_ INITIAL: GARAGE 513 S_0-FT- L_A l i n I L.1 �a e P S!�� .pR S 9 ge � PAGE #: L3 UTILITY/MECH. 24 SQ.FT. I Total Credits =i a An alternative i souircesized at a mannium,of 0.5 Watts/ft2 peqiuivalanti of heated floor area or 500 Watts,whichever is bigger,may be installed nn the dwelling Lint. ENTRYPORCH 92 SQ.FT. b.See Section R4,011 and residential buidding in Section,R202 for Group R-2 scope- , Option 3.11 can only be taken with 0ptions3.1 and 3.3.To quallifVto clairn Option 3.11 with 3.3,the system shallil be a,1-2 speed heat pump syster' Variable capacity heat pumps are ineligible from damingthis Option PAGE: COVERED DECKS 109 SQ.FT. d.TNS option mayonly lbie claimed if serving SVstem Type 4 or 5 from n Tabile R406.2. , Primary lim J)g areas include living,dining,kitchen,faii rooms,and sirnilar areas. f Option 3.11 may only be taken with Efficient Watex Heating Opticims,5.1 or 5.2.Equipment sizing fbf space heating shall be calentatedas pi car Section R403.7 widi uicreased capacit�topromde a mminmmof75 percent ofpeak hot viater deniand x,,yhall besi�6in acccidance with ai�"':' 118 OPENDECKS 134 SQ.FT. a1ppmved ULMI factwels"'�piecificafim"m guidance.Supplenaentm7 heat far wayheating,s-iii shall be in acc�iiance wvith Section R403 5.7 777777,777- VICINITY MAP- NO SCALE LANDSCAPE LEGEND J. STERLING Lr) Cj S C:) C', C14 1/4" = 1' U.N.O. U) LAWN AREA OR D EXISTING VEGETATION 05-22-25 DRIVEWAY LESS THAN 30' FROM NEIGHBORIN U- DRIVEWAY AS NO OTHER OPTION EXISTS PER , DATE 01 MC 19.53.030 D CONCRETE DRIVE Q ` �'`�` 08-22-25 REV.2 -C C WM -VERIFY LOCATION 08/27/2025 4— Nv MULCH - PLANTING BED > SD HOOKUP -VERIFY LOCATION OR EXISTING BEDROCK ®�� ' 00 0 0 41 0'/,U,, SS HOOKUP -VERIFY LOCATION LLI LLI z< < 1 1, ) DRIVEWAY SLOPED TO STRIP-DRAIN CATCH BASIN-VERIFY PER 19.65.040(D), CERTIFICATE OF OCCUPANCY WILL EXISTING BEDROCK 0- 0- on DRIVEWAY, f/ 1 AND THEN TIES INTO INTO SD TIGHTLINE NOT BE ISSUED UNTIL A FINAL LANDSCAPE PLAN IS REVIEWED, U) U) �Z�z DRIVEWAY ) LL1 < 77 APPROVED, IMPROVEMENTS INSTALLED, AND INSPECTION PASSED. — — (OFF-SITE)' LOCATION DEPT.ON GRADE-VERIFY TYPE AND LOCATION 90 sq ft C 0 0 Lu z z mu C2 < PER FIRE DEPARTMENT REVIEW: /0" THE FINAL LANDSCAPE PLAN MUST SHOW: LOCATION OF Z Lu Lu "BASED ON SUBMISSION, FIRE FLOW AND A`k 1pRg'1­ 0 DECIDUOUS TREE z — sF ACCESS ARE ADEQUATE. NO FIRE CODE CONCERNS UNDERGROUND UTILITIES, PLANTING DETAILS, PLANT LIST 0 I__ ILL LL INCLUDING THE LOCATION, NUMBER, SIZE, AND TYPE C Lu Lu (BOTANICAL COMMON NAME . SEE AMC 9.65.040FOR n, D� U) 0 0 Cb- ULL REQUIREMENTS. > 0 0 0 p LU 0 G Co LU LU Wxx Parcel #: P1 27674 CONIFER TREE 0 u- ILI- ............ N LoOwner: RR SUMMIT NW LLC FIRE HYDRANT Address: 3913 ROCK RIDGE PARKWAY� . ..... SHRUBS PLANTINGS VD Nl , Q) ELEVATION AT MIDPOINT OF LOT AT TOP OF CURB=414.00'(VERIFY)#857 @ 319. 161 TO CORNER 1� <\ HT RESTRICTION 40'ABOVE MIDPOINT=454.00'(VERIFY) Z C\I NON N OF PROPERTY �K N""' VERIFY AT START OF CONSTRUCTION FF ELEVATION=434'MAIN FLOOR,423.85°BASEMENT FLOOR REQUIRED LANDSCAPING X ....... ..N­ ''— ........... 1-117 7", 2 1--,' ......... ..... 7' AVERAGE ORIGINAL GRADE:424.84' z LL'd lb LOT SIZE:7,765.65 sq ft CALCULATIONS 0 C2 .. .......... MAX COVERAGE:2,717.97 sq ft(35%) SITE AREA 7,765.65 SO. FT. W 0 ACTUAL COVERAGE: 2,705.85 sq ft(34.84%) D .......... n IMPERVIOUS COVERAGE:4,290.66 sq ft(55.25%) . . ......... ..... ..... %OF SITE AREA TO BE LANDSCAPED 20%-R2 ZONE C) No NN, O ........ (PER AMC TABLES 19.42.020-.030) 1,553 SQ. FT REQUIRED FIRE AREA: 4,215 sf FIRE HYDRANT 3 C6 1,553 SQ. FT PROVIDED .......... 510 13 -10 FIRE FLOW REQ. 1,750 gpm ;3 v 01 '1- e I ........... X� C2 & h 0, TREE UNIT CREDITS REQUIRED: #858 @ ® TO CORNER - ly�,7 .0 COMPLIANCE WITH AMC CH. 16.50 -0, o 6 TREE UNITS REQUIRED 'o.. ........ TREE PRESERVATION t5 HYDRANT. #858 DISTANCE: 80.25' (SITE AREA/1,000 SF) /OF PROPERTY A "" 0,:,*, ', kr TREE UNIT CREDITS RETAINED: / f HYDRANT- #857 DISTANCE: 319.16' T.B.D.-TREES 6"DBH 1 TREE UNIT ........... CREDITS RETAINED COMBINED FLOW TESTO 2,172.6 gpm 0 ........... x A 0 "l/1, / I TREE UNIT CREDITS PROVIDED N +mj 0 7 PROJECT HAS HYDRANT ACCESS TO MEET CODE 3 NEW DECIDUOUS TREES IF NO RETAINED TREES: ...... ........ CALIPER @ 6"ABOVE GROUND)(MIN. 2 bi 3 NEW EVERGREEN TREES SFR <N,/4 LL `LOMAIN FF 434' (8'MIN. IN HEIGHT) 0 'o LOT INFORMATION ::D BASEMENT FF 423.85 ........ ...... 42\r6 N C-0 PARCEL# P127674Cy as ILL U) 0 Z'3) z LOT SIZE : 7,765.65 SQ.FT. 0 Lj1J 422' k 114,, Lu m Q CLEARING LIMIT AREA: 7,700 SQ. FT. C) U) 'q� ti ___11,............. 4 41 C) W z ly k" MAX BUILDING COVERAGE (35%): 2,717.97 SQ.FT C W T 5 2 ACTUAL UAL BUILDING COVERAGE (34.84%): 2,705.85 SQ.FT J B NON-POLLUTION GEN. HARD SURFACE AREA: 2,946.23 SQ.FT. j �j DRIVEWAY X sq ft TOTAL IMPERVIOUS AREA: 4,290.66 SQ.FT <�j uj 0 o OVERALL BUILDING HEIGHT.Q� LL _y_ N W MINIMUM REQUIREMENT #2 BMP'S AL a. ... .................. .............. z A BMP T5.13: POST-CONSTRUCTION Lu ...... ....... C2 SOIL QUALITY AND DEPTH 0 Lu ........ ... ...... _:j 0 A GARAGE C" ... ............ FF 423.85", , BMP C1 03: HIGH VISIBILITY FENCE WITH l!"N C2 "Ill, LLI N' d, 'i ,,, I ", uj E <) BMP C233: SILT FENCE AT BOTTOM OF SLOPE po uv '01, EXTRA STORM WATER NOTES: ELEMENT 5:STABILIZE SOILS .......... BMP C10 Lu L) STABILIZE EXPOSED AND UNWORKED SOILS BY APPLICATION OF EFFECTIVE BMPS THAT V, ""', _�011 z 0 Q ........... A PREVENT EROSION. APPLICABLE BMPS MAY INCLUDE BUT ARE NOT LIMITED TO: BMP C1 20 akax 10, ENTRANCE EXIT 0 TEMPORARYAND PERMANENT SEEDING, BMP C124 SODDING, BMP C121 MULCHING, BMP C123 111f z ........... O (y) STORM DRAIN INLET PROTECTION 007 PLASTIC COVERING, EROSION CONTROL FABRICS AND MATTING, BMP C1 26 SOIL APPLICATION OF < POLYACRYLAMIDE (PAM), THE EARLY APPLICATION OF GRAVEL BASE EARLY ON AREAS TO BE 1-40.20-00 PAVED, AND BMP C140 DUST CONTROL. INSTALL PLASTIC COVERING PER BMP C123 ON SOILS B A C2 (y) STOCKPILES. INSTALLED BMPS TO BE MONITORED DAILY AND REPAIRED AS NEEDED. C2 ELEMENT 6: PROTECT SLOPES BMP C235: WATTLES DESIGN AND CONSTRUCT CUT-AND-FILL SLOPES IN A MANNER TO MINIMIZE EROSION. APPLICABLE PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO, REDUCING CONTINUOUS LENGTH OF SLOPE WITH BMP C1 31 TERRACING AND DIVERSIONS, AND BMP C1 30 ROUGHENING z>_ BMP C123: PLASTIC COVERING SLOPE SURFACES FOR EXAMPLE, BRAKING UP ROCK WITH EXCAVATOR), AND BMP C121 N/r l\1\1`111 ......... 0 s, SOIL STOCKPILE s .... ..... ........... MULCHING ONCE ROCK HAS BEEN BROKEN UP. TO BE INSTALLED AS SOON AS GRADING FOR uj HOME SITE IS ESTABLISHED AND SLOPES ARE PRESENT AT THE SITE. INSTALLED BMPS TO BE ............. MONITORED DAILY AND REPAIRED AS NEEDED. B BMP C1 54: CONCRETE WASHOUT AREA •AIM ELEMENT 11: MAINTAIN BMPS 11,11 C2 CESCL TO MONITOR SITE PER BMP C1 60. INSTALLED BMPS TO BE MONITORED DAILY AND REPAIRED AS NEEDED. ELEMENT 12: MANAGE THE PROJECTUYm t,", BMP C130: SURFACE ROUGHENING CESCL TO MONITOR SITE PER BMP C160. INSTALLED BMPS TO BE MONITORED DAILYAND z �o F, oz REPAIRED AS NEEDED. WEEKLY EROSION AND SEDIMENTATION REPORTS TO THE BUILDING Z < DEPARTMENT TO BE SUBMITTED. K 2' I'D 2 CODE & PROJECT DESCRIPTION <ZONING: R2 O OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE o"�-o o z D:�i CONSTRUCTION TYPE: TYPE-V -o 0.0� 06 z < ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND 2 P ORDINANCES AND THE FOLLOWING: ao oz -2021 INTERNATIONAL RESIDENTIAL CODE uj Z.z UU PLAN AREAS coo 0-- -2021 UNIFORM PLUMBING CODE 7,z -2021 WASHINGTON STATE ENERGY CODE coom F10F BASEMENT FLOOR 1 ,180 SQ.FT. Cf) aooz <0 OWNER / DESIGN INFORMATION wa MAIN FLOOR 1 ,924 SQ.FT DESIGNER INFO OWNER APPROVAL DESIGNER: JASON STERLING -STRANDBERG CONSTRUCTION INC. TOTAL LIVING AREA: 3,104 SQ.FT. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: GARAGE 513 SQ.FT. DRAFTSMAN: JASON STERLING -STRANDBERG CONSTRUCTION INC. PAGE EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM UTILITY/MECH. 24 SQ.FT. BUILDER INFO 400�Ao NAME: STRANDBERG CONSTRUCTION, INC. ENTRY PORCH 92 SQ.FT. ADDRESS: 2018 RAVE.,ANACORTES WA 98221 TELEPHONE: 360-293-7431 PER NOT AMCA B M E C ISSUED '65'o U ED 4 UNTIL N 'D T C A E F R FINAL N I I f PROVED IMPROVEMENTS P THE FINAL NAL LANDSCAPE PLAN UNDERGROUND UTILITIES, LITI ES, P I NCLUDI NG THE LOCATION B T , L 'o o AN I(,A a C M Mo N NAN PAGE: COVERED DECKS 109 SQ.FT. OWNER INFO NAME: OWEN AND MARIA MOON OPEN DECKS 134 SQ.FT. ADDRESS&TELEPHONE AVAILABLE UPON REQUEST 0 0 a BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND I �I �".�al�bl�,l G:�� `�' I�h`,��I I I I:� BMP C154: CONCRETE WASHOUT AREA BMP C235: WATTLES 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT J. STERLING PURPOSE PURPOSE PURPOSE DEPTH N LO PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW, COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT ,;;rf }WI I:.. oN NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION; NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT �� N ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS 1/4 = 1 U.N.O. 3 CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL a' CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES CONCRETE IS USED AS ACONSTRUCTION MATERIAL. (HTTP://WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT, ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, 05-22-25 - CONCRETE TRUCKS, PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL, HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER wi 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS W.: / `'/ I)` k::.7A1 4 FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. Z CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS a -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON-SITE -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL, BIOSOLIDS,AND FOREST PRODUCT RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE IT IS IMPORTANT THAT IMPORTED TOPSOILS INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. jai Minimum NARROW SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES " ""'" DESIGN GUIDELINES SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT - Lath and flaw giMg, -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A LLI �I 0an 3 Sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO J _J sba -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. a RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. " SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS z INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. ' SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT ~ Barlriiariltiag- INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. ^ PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: z 10 mil plasljt IiYtiilrirp; IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE " 1.ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% a AND INTO THE SOIL. M �^M" �' ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. Cn Varies I -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN `"" �� THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF � � . i, ALSO BE USED FOR STAKES. 1 INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE LLI U STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING " SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, (ifW 1 rv,h ABOVE THE WATTLE. WHERE FEASIBLE. 02. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. "''"" Berm MAINTENANCE STANDARDS 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, '� A A.THE ORGANIC CONTENT FOR"PRE APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. 10G'rain. COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE ` C= 01 Section A—soli � � � EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN Q 10 rraw plstor isnmtig ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN Q "Plan: Notes: RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND O 1,. A tidal fayoLA LOWLANDS REGION. z a�� deterniM hi lhe,field. Install driveway B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR Q T e Below Grade" 2.. A nrlctelo w'washoalli', OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING sign shall inYstallelal culvert if there i�a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. 3rn(Minimum ................. Cr�!r'rpotary Concrete roadside drC�I�; res�l rt 4„4 8.qsp ails,, L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE vAhin 110 rr"r of lh THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. x 10 mavashraull faal1rrty. p METHODS LISTED BELOW: z 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 1L0 0 y 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED Wood fra+r,% RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. o se�tirla fast-eriadl 1a ratexille .,,. , - ly 3. STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST »hound onfite _ ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT"PRE- patirr'rater^rrwitliii two 1 24 mm" �" APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. stalreas ] ss' 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENTAND DEPTH TO MEET THE REQUIREMENTS. 70 Varies 1p6 Mill g � MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE Iaslit lkiih ; � DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. ��. �Il a 1S'min. MAINTENANCE Nets. ESTABLISH SOIL QUALITYAND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM m Ala (tyr{p.) , Straw l6i rn t u " COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. z 1. f0?rrveirr�a shall meet 12"'Trmin4a�mu�i thickness a r i' q'Lrirrrwts'saftt? PLANT VEGETATION AND MULCH THE AMENDED SOILAREAAFTER INSTALLATION. Sectionl - placed alrruir sl a Ara rwl rhllls prermltfing agency. LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. i3 110 mill plasl c Boning =,lore , shall tight about REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER 2x12 riuti �an the entrance of r full srTdihr THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. w Tvwii-sf�rtrllred 2. It r�r�scr�rnlaiended that Provide wood frame � ���� ��s area � '� ess ^ jwr " r i crowned s'C1 the,runoff , draiTm�s off paud. aM� � p'�', b R ild ':` ° Wood Planks,lr I a� ��, �� ,,,m.,, NOT TO,SCALE r1, s 101-2' (3-8rri)" � .,, "`,., Figure!' �" � � � Figure 11-I .1 . Ire 11 4. 1 1Cn .. , R z Z� Concrete `�'' �IoI�it Area ,, Stabilized l Constru.,l tion Entrance - g U.) DEPART irk 201.a daii srs�il typs and D IE P A Ifs T M IE Revised June 2Y015 Q � II i III° W � DEPARTMENT N T OF Revised lur' r n drrlds Q I „ ,�, �, N T O IP ° ECOLOGYmm „ „ „ sll p sl ri s J Z i 0 Z . .. .,.„ . .,, „, .. dlia*ril. er� aili`ti`t r '° w.,.. .. ., ._ .". — J Fall Ple"as;e see ff �"�ww.ac�.,wa. vI rii hthtrrtt for c r ht nali incillldrin ermissions � � �� is d"� �� p �x.a o0 ' �py g p Please,geep. strlw.eyr. �. r�urpa. rfaamf ferpyrvYl�t notice elutne permissions, — ��'�¢. O N Lu State of lNathin"lemur I'litiaila'li n of fmab�ililyl°and dii ,lair'V r. and(native Seeds ate 9 LSILe�fWashington limitation li'ab0 and disclaimer. " lisl�tYad itasilliilrirt lhr�Ii'allls.. 0 BMP C130: SURFACE ROUGHENING STORM DRAIN INLET PROTECTION 1-40.20-00 Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE O /+ N Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration,and provides for sediment BMP C 233: SILT FENCE trapping through the provision of a rough soil surface. Horizontal depressions are created by operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE I I I on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such w" 3"'-5"(75-ry25rrvra) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A UJ Q as seeding, mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE II-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. O U fV l Iff Dia. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). LL N CONDITIONS OF USE: � ..""— �� All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. a " �" w21Z -25l�trirr'l, CONDITIONS OF USE z Z LL co Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. ' SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. — 0) Slopes with a stable rock face do not require roughening. w SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH, OR OVER THE TOP OF Q Slopes where mowing is planned should not be excessively roughened. L Stake,, � THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. 7 � a. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS L . ,, OF OVERLAND FLOW.CONVEYANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. UJ W 1Stake, " V MAX DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN (25 x 2 11im) rsxassmnc+' rmsrar '' ,.--rwuM ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. l NOTE_ � J �z••••• I I I 1. Straw Itel'l inslalllaliibri requires the pla rnar°Il and secure staikirwg ro r < trovIChw 3"-5"' 7 -125rtim),deep,chug oil rninteut taf tl'ira roll in a SEPMENTANrrorS RullOft Must ri tee altow&d to run urn r or around d roll. NOT TO,SCALE! � areas LLI , ..... rower nr J6ainls in f ter fabric shall spliced Q s . F I r 11 ,2. ... at posts.Use staples,Wire T us p p O Z equivalent to attach,fabric to postsWattles WATER � M P (' 2"x2" by'1�4 Ga.Wre orequivalem7t, � Realised Nt wlem r 2D15 O DEPARTMENT OF �' r if standard strrTlOitlm fabric used (� , . Please s trd'�-wrr' way. �1+.�wa. iwr +r ,�rrl�fit.�ttlrr�liar r: cpv�rrgtit rhl�lrce rsirll:,rrllwtig p�srriiYssr�rlr�„ G �tat«a Taf "war�.hirigl❑.rm Ilitiiilaliliyr`il of lYiatyilily^,,,and diYsi�fai�r"l�rr. ".' Tlra+dlrklrq Witf°i mat'hM t'y Up acrid d ri V w � , I� BMP C123: PLASTIC COVERING ;' _> Ole slope p vir s grooms that will - -` PURPOSE: Q w o. catch wed, rainfall,and red rlunot"t. ra PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. sEanON MEW CONDITIONS OF USE: Nat TO SCALE ` PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, z z a Ti EXCEPT AS STATED BELOW. T mm �P,o0i PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. NOTE:THE RELATIVELY Minlmtrmi "°° � I 6"max o U Y° RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4'"x,4�trendm Il I F w Q<W MONTHS)APPLICATIONS. w s J z a w W.a -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE Z w�� ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. Post s acirmc may,be increased o=>W z C 8''utwmrire dacin is user! 2""�tii psis,sleet „�.� _ <o a -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE 0 ,n~Z W lance ti�sls car ir�imral�nl Lli �o�X� -.. ORATE Z=- .r0 MEASURES TO COUNTERACT THE INCREASES.CREATING ATROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY gewrri►�dian wtwWo CLEAN WATER AWAY FROM THESE AREAS. ��� ` "' �- a i�SY "J w a z z TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. ` a a o o " a �zZOO 0az W -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE THE ADDED COST OF INSTALLATION MAINTENANCE REMOVAL AND DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00 PER SQUARE YARD. """ a o~z .. 2"°x2 14 Gar wwwire or equivalent, m a WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. `., 0 W —,. . if standard strength fabrllC'LgST�d Foz � THESE MEASURES INCLUDE PLASTIC-COVERED BERMS, CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY � � ~ry o ° FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY z 0 z z 51r, .. o o a- RUNOFF FROM A PROJECT. z W ¢a aiirl.) (1�.'SOVdilii I +, (Filter fabric- o O z z i t Z, 000 p gK�UU .. - h yy 2'min O a W Z N O I Z Za rwnmmmm�mm�mnwo � Q 0 0 F 1 Caw �" Furrows I Y DEVICE .r � _ ,t l laacluii'iuilii Ba hll trench with � =z mm a 1.5°iave soil �' W 1 o F NZ native he I w. `-. crailelmrli�� OWNER APPROVAL G as Alt CaWtd i ed I9fill4bal'" �� D minim'UM 4"X4"'trench " Mulch,r"aimifalt,'slid e+lte �e runoff. � , im � INITIAL: 6..... wail 2'"xZ"'uaraadl aster, steel PAGE #:�IA �� � I� rc�� I p l.awa;ar, vrwu aazw.w ar.a fence posts, or egipivalenl� II.. NOT" l :',ALE r�i rrowxk.ern NOT TO 'SCALE 0 M .'.. ....,,.. ... 0JWIIIIIIWNp"N l(rftl Fi i�r 114°1 r� � mm � ��� Surface 1 T��wM' i.. 1 i 1 i�%�I I, 6'w�M' Tracking� 1 li��PROTECTIONF II L i r 1 I""`' 1 �lkdnmtldk�ilil�lill IIIIIIIIIIIIIII n Contour Furrows �T���i�i mm� Sit Forio PAGE: DEPARTMENT OF Revised October 2i0�14 N L 1' f��rVrSl Jlvr" 21015 �IIIu�C�A AU DEPARTMENT OF' N � .. __ id r� i.,,u � ���n� lie,,�0 Please see craft J w.. -wwa. rf �f.htrn fiijr Copyright ntgiea IirldluLlbl errliissi Sns, e � � nrn� E C k.J L,Jew� m R �' p l° p �,,Y 'P Please see tsttp.Y w w.�ecy.wa. vk yrr `,lt.,h1mT for�capyTNbt notice Irscludsncg permissions, .,,,,,�j II ,„� State of Waus"hjnglon 4inlilalionl of trabilillyr,,and d's lairmir"- Stare of Wasfifnr ,tan limitation of liabdirty,and disclaimer. STANDARD PLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE J S:TERI-INN ' N MAX 201 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS04 CN 1/4" = 1' U.N.O. VARIES(SEE CONTRACT) FACE OF CURB VARIES 12 TO 24 FACE OF CURB _~ FACE OF CURB - FACE OF CURB C_.. °, :_..,u 1 10"TO 22'" 1 � FINISH(TYP.) ...... ...... ........ I ;� I � BROOMED (SEE NOTE 1) VARIES SEE.CONTRACT) 05-22-25 VARIES 6 1/2"" 8' 112"` VARIES FROM 6"(IN)TO la"(IN)_ BROOMIED LL MAINTAIN 1H BV SLOPE 3/8 '(IN) EXPANSION JOINT(TYP.) _ FINISH (TYP.) DRIVEWAY 5 112"" 1 VARIESI CEMENT CONC.PEDESTRIAN CURB(TYIP.) {SEE NOTE 1) L:. /4,.�I(..)I - 1"'(IN) R. m (SEE CONTRACT) 1^"(IN) R. m w...,,. 1 (IN) ON SIDE OF CURB SEE STANDARD PLAIN F-3g-1a SIDE ENTRANCE W R I (WHEN SPECIFIED IN CONTRACT) �" �`"^ SIDEWALK � 1,"(IN,)R. MATCH ROADWAY SEE STANDARD PLAN F-10.12 Z MATCH ROADWAY' ✓ MATCH ROAI311AY 1/2"'(IN) R. r� MATCH ROADWAY (TYP.) SLOPE ('IN) EXPANSION I�7IIN"r '`--� SLOPE SLOPE 1/2'" (IN)R. .. ^I � ", " °" .--_�.._` SLOPE �' (IN) R. 3/8 CEMENT CONC. SIDEWALK CEMENT CONCRETE' ! a b b (TYP.) SEE STANDARD SIDEWALK IL 112 (IN)R. rra 1/2 (ITN)R. rxa 112 (IN) ROADWAY - 112 (TIN) ROADWAY PLAN F-31I.10 " R. (TYP.) 1k y « ROADwY R,, W ROADWAY p m -« -2 0°Ao _MATCH! SIDEWALK WIDTH (SEE COW « , v I « rNEWN LU y y ID FLUSH WITH GUT(ER PAN AT CURB V 1F '- ``- �r " nm \> RAMP ENTRANCE 1t2""(IN)VERTICAL AI (SEE CONTRACT) .-....11.1. ....... 11..11 ......... �.�....-6" 1�•.... �w...... �'`B'" LIIP AT DRIVEWAY ENTRANCE I I I W I I 1 M m DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION ° Q ~ O I I DRIVEWAY m URB TAPER(TYP.) z — L)�ikl"VIE'kR1fAiY ENTI�AwrvEB'TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTERVIEW CEMENT CONCRETE C LAN VI T 3) PLAN VIEW DRIVEWAY ENTRANCE TYPE � CURB AND GUTTERI- N,o. ..� - - J B CEMENT CONCRETE AND GUTTER (SEE �'-B" 2"-B"` TR AT CURES RAMPS AND P USE T HIS D ETA I L NOTES (TYP.) (TYP.) W SIDE SLOPE (TYP.) U) I - - - - - - - (SEE NOTES) L!) � TYPE — VARIES ion Dint with ® ,n eeds 15' ? construct a full, depth W U 15" MIAX. NOTE ') (SEE CONTRACT 15" MAX.(SEE NOTE 6) 1. When the runt i width i joint filler along the driveway Centerline. 1 BETWEEN (2 L!) .. 6'" � 1 �• � 1 g Y 12" (IN)LIP BE 1^"(IN) R. GRADE (TYP.) ( ) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER � 1t2""(IN)R. �� CEMENT CONCRETE NOTE BREAK GRADE. GRADE BREAK� with the Centerline aS required at 15^ {$tJ maxlmkJm spading when SEE CONTRACT AND CURI3,OR SEE. CEMENT CONCRETE CURB DAMP, LANDING" BREAK NOT STEEPER THAN ( ) (SEE CONTRACT) CONTRACT PLANS' zo ASPHALT CONCRETE 112""(IN) R. w 1">(IN) OR DRIVEWAY .._..,.. ROAD GRADE �.. driveway widths exceed 30' (ft). Plan F 30.11�for Curia Expansion and .� .. W 51CYEtiNALI{4wEI PATH R. ENTRANCE 4. See Standard Z. D Standard I�In 1=-5 .1 for Sidaw5114 details. 1d2 IN R. TYP. VARIES FROM Contraction w1Dl,nt spaaaln and See Standard •, .. '".'. .,.. ( ) ( ) DEPRESSED CURB AND 6"'(TIN),TO�`(IN) ___ ®tClfIGlltit3rl SlCtIOIaS -ID4Mrad - '4 fC1r b. b GUTTER SEE NOTE,3 ~ P « p ., --- . Curb and Gutter shown„ see the Contract Plans for the ( ) Q t b. additional requirements. PEDESTRIAN RAM ca PEDESTRIAN RAMP - 71N rb design specified. See Standard Plan F 10.12 for --Curb Details.3/8"'(IN)PRIMOLDED JOINT FILLER MEAT CONCRETE 3/8'"(IN)EXPANSION JOINT (TYP.) - DRIVEWAY zCE(WHEN ADJACENT TO CEMEINT _.._ 318' (IN)PREMOLDED SIDEI/�ALK(TYP.) SECT1�IN ` ` SEE STANIDARD PLAN F-34:1a) 4. AVoidl placing drainage Structures,junction boxes (SEE NOTE 7) SID J'OIwT FILLER DRIVEWAY RAMP CONCRETE SIDEWALK or other obstructions In front of driveway entrances. 3/8""(IN) EXPANSIO 1/2'""(IN) LIP BETWEEN SEE STANDARD PLAN F-30.10 ROADWAY GUTTER, . Where "GRADE BREAK"' is called cut the entire length of the SECTION � z X CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between, the two adjacent surface planes shall be flush. z CONTRACT) LEGEND o AT CURS RAMPS, LANDINGS, 1/2""(IN) R. 6. The Pedestrian Ramp length is not required to exceedl''5 feetQ) AND raRIVE11IIwIIAY ENTRANCES (TYP'.) (SEE CONTRACT) 1 CURB (unless otherwise shown in the Contract Plans. When applying SLOPE: IN EITHER DIRECTION J ................ m,_ ,. .. . (sEE r�l,oTEy ER the 5-foot max. length (measured frIrnl back of sidewalk) the 1. ° OR I=SIR -J FLATTER RECOMMENDED W •" b g p pedestrian (ramp IS allowed to ex DESIGN1FORMWORK(2'r�� MAX.) a running slope of the exceed �. /�. �c '��•TR]o b „ .y. ,. Use a single constant slope from bottom of ramp to top of p N'DED FOR DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance � � J 7 / OR FLATTER RECOMMENDED O DCSIGNIFORMWORK(8.3/n MAX.) AS+ `+ AI 318 (IN) EXPANSION JOIN of 15 feet. 1,1 W FACE OF CURB -° .. FACE OF CURB � T(TYP.)� SEE NOTE 8 ,�°, - FACE OF CURB DRIVEWAY ( ) Y w VARIES 12 TO FAKE OF CURB- ' � y ('SEE NOTE 7) 7. Beyond limits.shown. Pay Item does not include driveway. k w "� J SEE STANDARD PLAN F-3tI.11k _.1 1dY TC?22" 1""^ 112"" 1' " .. SECTION B See Contract Plans. "'CEMENT CONCRETE DRIVEWAY VARIES � � ('SEE CONTRACT) �a 1''12'" 1 1 1/2" (IN) R. � 1 CONTRACTION JOINT TYP. SEE STANDARD PLAN F-3a.1rJ ENTRANCE TYPE 2 PAY LIMITS „ 3" 3,t35;15+ CONCRETE DRIVEWAY ) la 1 (IN) R. 1 (IN) R. ✓ C S G u ENTRANCE TYPE 1'" PAY LIMITS - FOR RAMP LENGTHS G tI°'PROVIDE 4v ( CEMENT (TYP.) THAN I3 - PROVID A" GIST I 5 i 1st ti 1I2 (IN) R. 1,"(IN;) R. 112"(IN) R. ,. Via' "f G ° `�7Ct,IV,�L '�'' � CONTRACTION JOINT EQUALLY SPACED 4' -C� MIN.OC'. �7i�TVAL �" p a ROADWAY . , ROADWAY . « ROADWAY I ROADWAM Barry,Ed .........-. � J DRIVEWAY `-. /etllcr,gcC"et W r°.. SEE NOTE 7 a 12 4 c 4:f I'OI May 6 2014 3:3 I ISM z� ( ) �JwA4LL (SEE DRIVEWAY 7) CE�PIENT CONCRETE CEMENT CONCRETE CURBS ''� _..� DRIVEWAY ENTRANCE " cL. CONCRETE TYPES 1, 2, 31 & 4 a '« /"� CL. 4QQ 11 CONCRETE PER STANDARD SPEC.8-06.3 �. y « I I`�'I 1IwR"r��-�3 PER.STANDARD SPEC.$-Iti6.3 ::-�f .�'r' ...m___..m._ �...m ..�. b STANDARD P"I�N' �._--"--"-- - STANDARD PLAN �"-ECI 'I 0—�N4 � 1 314'" 1 SHEET 1 OF 1 SHEET ,.- SHEET 1 OF 2 SHEETS LL � „ 3/4'" 8'1/4°" 8 1'14"" APPROVED FOR PUBLJCATION' W APPROVED FOR(PUBLICATIONM Q �� J«' a��,• &a1N�CVlY6GtlF P64h4+M 'may pun 1 1 014 1_w,J*hq fc# dbY +AC�r J"uP 1.5 7Utd, ;.7 N"6WN Q II III III V,1 SVArE DESIGN ENGINEER � � BI �� W C�a M DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT ISOMETRIC 111EWW - . ISOMETRIC 111EVW �ttLL� N�PC�NCLl2 o E . ° z cry - �'11*/,�I► -« r J O :a W N YlYathlingtan State Department of Transportation Washington State Department ar TransportationCX) �D CONCRETE TRAFFIC CURE TI1�1=1C CUR. CONCRETE TRAFFIC CURB T"YI''I� 'I P'A'Y Iw..IMI "S T"YI'N I'AY I�IIT� � Q �� ,� _ oo STANDARD PLAN F-30 . 10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE cv ® ® ® ® ® ® ® ® ® ® ®�9AX-2U"`DRIVEWAYWIDTHPERSTR-28OFEDSSTANDARDS W Q 1"-V, I1"' SIDEWALK z BROOMED VARIES O U N SEE CONTIHAC FORTREATMENT SIDEWALK. 6 1/2"" SEE 13 1/2"' ® OMED (SEE CONTRACT PLANS) 318" N) A EXPANSION PAN INI it1 P•)w ® CV "' 1"-i1" ( S'EE OTHERISIDEWAL,K SIECTIONS SEE CONTRAC CONTRAJOINTT 5 1/2"' 1" FACE'OF CURB ® w, FINISH(TAP.) SEE( ) JOI .. ® L LL ROUNDING 2.0°Jx OO 1t2"'(IN)R. (TYP.) CEMENT 1 ' MATCH SIDEWALK WIDTH ® Q 1 1t2"(IN) R. 'TYP. °°° CLUDED IN BID ITEM^ ; CONCRETE ���''' - _ (SEE CONTRACT) UJ 2. MAX. ) CURB NOT'IN, 2 0" MAX "r « a y y ® SIDEWALK �� � ti MATCH SIDEWALK WIDTH z 'SEE STANDARD PI..Aw F-1�II,12 1 "" cwa ROADWAY ® 1 (IN) R. ® - (SEE CONTRACT) T) VARIES "-CI° UJ w �n � ".« « , ... � �. • � , b � ® ® � (SEE CONTRACT) J V SEE RAISED EDGE 3/8""(IN)PREMOLDED SEE CURB FACE DETAIL « ® ( r n ® " )..:w EXPANSION JOINT (TYP.) DETAIL^-THIS SKEET JOINT FILLER. 318 (IN)EX — W ® p SEE STANDARD PLAN F-30.10 GROOMED N WITH RAISED EDGE ® LL FINISH (TbP.)' 1 FINISHED GRADE V(IN)(BELOW ... B ® ,. d, ti _Y MONOLITHIC CEMENT CONCRETE ,"� -.-- • � TOP OF CONCRETE SURFACE CURB AND SIDEWALK � O �" � O w U T-9' SIDEWALK NOTE . �,. �,, k�� � � �, , � � W 1" w, 1....pw" MIN; ww.. II I�E�CON RACT�mmmmmmmmmmm:m:m: : CURB FACE DETAIL ® � V W �., � � . � � 0 U - 11/2"' 1N R. TYP.' • Four het of the sidewalk width shall he the minimum pedestrian accessible . R a EXTEND SIDEWALK TRANSVERSE EXPANSION ROUNDING CURB NOT INCLUDED IN BID ITEM w route free of vertical and horizontal akastructla�rl . Gratings, Acts Covers, S and other JOINTS TO INCLUDE CURB(FULL DEPTH) ® � tl ® _,, � � z _2,0�w 1 2.v° MAX. SEE STANDARD PLAN F-10.12 ,(unction Boxes, able Vaults Pull Boxes a her appurtenances within the "' Q sidewalk must have slip resistant surfaces, be flush with surface, and match • � � v grade of the sidewalk. ® w�, (SIEE NOTE' 1) 2 _5w 2,_ , CEMENT CONCRETE ® DRIVEWAY ENTRANICE (SEE NOTE I),-- CEMENT CONCRETE � '2 1a 318"(IN) —....... ® BUFFER STRIP(TYP.) TYP. TYP. CURB AND G'' ® O (V) �h PRIEMOLDED WALL OR BARRIER ( ) GUTTER SIDE SLOPE.(;TYP.) CURB AND GUTTER ® , (SEE NOTE 3) ® (SEE NOTE 3') F' JOINT FILLER .J °, + PLAN'VIEVW 1® PLAN"VIEW ADJACENT TO CURB � ' w " DRIVEWAY ENTRANCE t ° TYPE' 3 SIDE SLOPE(TYP.) ® TYPE 4 , (STEEP FILL SLOPES) SIDEWALK, / W a BROOMED FINISH((TYP'.) J a all THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE 0 11% 1'-ID' SIDEWALK � 1/2"'(1 )1 R. I1 �' 4"°(IN)WIDE,SMOOTH-TROWELED W � z y t y PERIMETER _..... 1 zWZ� SLOP0 ALL ES.... MIN. (SEE CONTRACT) « CEMENT CONCRETE CURB m zao� N DNTRAC Wz ° w�zW (N)R.(TYP.) y , (CURB AND GUTTER SHOWN)' -- CURB NOT INCLUDED IN BID ITEM NOT INCLUDED IN BID ITEM < w g 112 I -a ~w 2.I? t MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) �z�g 0i_ ~ 2.0 MAXI` SEE STANDARD PLANT F-1q.12 � 31fi'°(IN) PREM(aLD'ED w � SEE STANDARD PLAN F-1r1.12 �c 1/2 (IN.) R. (TY'P.) � z w o�w in �*I a• « .:: . : JOINT FILLER " (SINE CONYRAC'T) A ` DRIVEWAY ". = 112`"(IN) LIP BETWEEN ROADWAY 112 (IN) LIP BETWEEN E.N ROADWAY w (SE,E NCJTE,7) D 112 (IN) R. (TYP.) ct ct « .y f � GUTTER AND CURB (OR SEE GUTTER AND CURB(OR SEE F w a w- V_t 318 (IN)PREMOLDED _ ` CONTRACT)' \ CONTRACT) a X=z JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURD ~ •'s SIDEWALK DRIVEWAY - O BRIDGE OR PEDESTRIAN ti/ DEPRESSED ) DRIVEwWAY >_ DRIVEWAY (SEE NOTE 7, RESSEI7 w W z z RAILING ^ '" 3'18"' (IN) EXPANSION (TYP.)- CONTRACTION JOINT" SEE STANDARD PLAN F 3p 1''p RAMP CURB AND GUTTER RAMP SECTION CUI-''B AND GUTTER � N z�_=W (SEE NOTE,3) ('SEE NOTE 3p rn IZ a a p°° v♦ Il azO°o BARRIER SEE _ SIDEWALK 8," / IN SIDEWALK ONLY v♦ O 000 z CONTRACT PLANS p (SEE CONTRACT) SECTION ( I: ) Q w 'F tl LEVEL 1 � EXPANSION DINT IN BOTH TR k M� O p° ( CURB AND SIDEWALK tlJb T �' - z c ,. p CURB NOT INCLUDED IN BID ITEM^ + ! o Z» r�y ...�` °' z p ¢a ),R " FLUSH 1/2" IN..'.. 2.0%MRX SEE STANDARD PLAN F'-1@.12 } ry , U zo w-. oaow / 'LL ,,,may w mezzo z��a 3 �-, tt r Z) DRIVEWAY z m Z ° N ISOMETRIC RIO VIEW "VERTICAL WALL- � " 318 (IN) PIREMOLDED � � � CEMENT CONCRCTE a a° ENTRANCE TYPE 3"PAY LIMIT "CEMENT CONCRETE DRIVEWAY ;z SEE DETAIL, JOINT FILLER(TYP•) JOINT AND FINISH 0 � 34363 YrrA ENTRANCE TYPE 4''PAY LIMIT " �� ty" U a o DETAIL � � �5"C,�'�� �-� DRIVEWAY � � ���� t�� � aooz ADJACENT TO CURB AND RAILING OR WALL �� � (SEE NOTE 7) � c S TS � z Q z RAISER EDGE DETAIL `�7GdV t, ..._ '/�► AL "` IZ CL. 4�I00 CONCRETE `" � DRIVEWAY ~ N- IZ EXTEND SIDEWALK TRANSVERSE PER STANDARD SPEC-8-06.3 IN. JOINTS TO INCLUDE RAISED EDGE Iiatrry,Ld cllcr, Scoria 3 0 MI ,Y _- ,...i (SEE NOTE 7) •.•. ,-�,., OWNER APPROVAL 2 r I 1ir,1 117 f�rw FOR SIDE TREATMENT SIDEWALK BUFFER STRIP rvi.ry t,2RI14 1.4 C I¢�t hit 1 SEE OTHER SIDEWALK (SEE CONTRACT) SEE CONTRACT) 318"" 118'"'TO 1t4'° e� CEIIMENTCONCRETE SECTIONS _. — " ICEIiMENT CIONCRETE 112""(IN) R. CURB NOT INCLUDED IN BID ITEM - PER STANDARD CONCRETE 3 INITIAL: B1I]�E"WN"Alwwh �,. �, , DRIVEWAY ENTRANCE', PAGE #: b 2,0%MAX„ (TYPO SEE STANDARD PLAN F-110.12 a TYKES " 2 31 $ 'w..b. ,` � STANDARD PLAN F-30.10-03 / � STANDARD . 10-0 a a O v c O SHEET 1 OF 1 SHEET -, SHEET 2 OF 2 SHEETS FINISHED GRADE 1 (IMPLANTING _FLUSH IF PAVED APPROVED FOR PUBLICATION �_,� � � . � � D FOR PUBLICATION(BELOW TOP OF'CONCRETE SURFACE FOR ' ISOMETRIC VIEW ISOMETRIC"VIEW PRE _ J""i 11201�61?S�p''Nip r$•2 ' " 'OYltOtt 0'„Jl",'11 MOL:DE'D � �° ' �"'�.;� ,.; APPROVE , Jula tlu 2016 tlw PM PAGE: JOINT FILLER STATE DESIGN ENGINEER . ER ADJACENT TO BUFFER!STRIP E EXPANSION JOINT C CONTRACTION JOINT �� Washington State Department of Transportation �� � TYPE '3- PAY(LIMITS TYPE 4-•"PAY LIMIT'S fib' Washington State�D�Department TransportationMAR an p � 0 a ��� WINDOW FLASHING DETAIL-STEP 1 WINDOWSCHEDULE ".�H S�('.,,'�N�l=D & D`,'A��:��_­H".� 3 Y� Upper Level Walls and Roof Framing 4 QTY FL. SIZE WIDTH HEIGHT EGRESS TEMP. DESCRIPTION 'I'll - Roof diaphragm is 1 1 RD, typ. W01 I 1 4620 54" 24" PIC FLOOR PLAN NOTES J. STERLING Esi �, � W02 1 1 5020 60 24" PIC J') I 11 E."..i. ra.v. N I ." 4S,) M-n-Mah.,11. - Truss layout is as shown. Truss design and analysis by others. W03 1 1 4620 54" 24" PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN C:) " " ,,,�, I ��," " S,.,,i,.H...d FIM, S C/-\�-E C14 1 , 11(I ,� 1, M"r,-, /C, ,,��, I ,,,,,,,, -"I "'�� W04 1 1 3050 36" 60" YES CASE EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA , , , ­I'V11 ,� I') " ,/,�',� - Exterior pony walls at roof pop-ups are 1 PW, typ. , , "I, �,, 1 ,� cli �,,,,� 41, -e " V ,I 11 W05 I I I 1 3050 136" 60" 1 FIX CASE GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, CN 4 , )�) ", I � �� 'I"',., : /,%"4 i� � ,,�,3 ':',��........."�'" . I REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 1/4" = 1' U.N.O. "�5 1 1" , I - " 'T , �,i, "" "', I . " - Fireplace and chimney framing per Arch and code. W06 1 1 3050 36" 60" FIX CASE D1 BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR =) ''I I 11 I -J'�' ,,, ,� ,�, �: 11"", ;-,,�� . 1 � 1 W07 1 1 3050 36" 60" CASE CM I " I 11 �,,, "", ; AN D CO DETECTOR ARE REQU I RED ON EACH LEVEL OF TH E STRUCTU RE. . =3 i , "I-1 11 '1�, �"111�,"),�!3 -"".­ ,�', i , �,,, , �, I i�, I W08 1 1 3050 36" 60" YES V71W_ DAI ��� < I - , I t 1 8� : (� """, :, 1 ,'�, ,,,, i W09 1 1 3050 36" 60" FIX CASE >� MI-1....... . 11;1 �",,,�,' I: �,, If,11, :1 �q Lower Level Walls, Lower Roof, and Main Floor Framing M � A "I I L nrl �11 W110 I 1 3050 36" 60" CASE SHELF AND HANGING ROD. 05-22-25 :2 ��4 ��, 1, , Wil 1 1 2050 24" 60" 1 YES PIC LL .), i��)'11 ,�Or. - All floor sheathing is 12FD, typ. " -�,�Ili, ;_11 ,�l .", �, � :"K 1�1 -1 .. I"" " 'j, ,; ','V ,,, I - Stair framing: OPA and code. 1-1 I "I 11 , , W12 1 1 2050 24" 60" YES PIC 0 i,;,11 il �, ", " ", �� ''ei, " W13 1 1 2050 24" 60" YES PIC 111E\/�111,')K.')�',� DA1,E LU I I ,�,­ I, , �_ �,o, , 11 - Fireplace and chimney framing: OPA and code. W14 ,I ,2 8080 ,96 11 96" YES I PATIO DOOR - 3 � BUILT IN SHELVES. Z �, %�A.­dm,W,.,A.- ,;, Of " ,; W15 1 54" 78" 1 PIC 0- - � Foundation and Retamnona Walls W16 1 54" 36" PIC - SIFP I - Location of footing steps and / or transitions between retaining wall types shown are W17 1 60" 36" PIC CABINET-OWNER/CONTRACTOR TO VERIFY linn[,m."��­tyv�Vwrtp k",,,,�,,,,,S,,,,��,�,�,iR,,��,,,, W18 1 54" 36" PIC A M,)W,Ir0(i,�r'�',torldard ,r,��0 ir�o�,�Tyvek'W98 Onod,hr�d I,(ur i�,�ll,,,,,amiriv�d), A,LTERN ATE METHOD TO,5EQUIRF.HEAD FLAP iriLii;,i�r,)��,�,ri�iF�,r�i,ir�l,vt,3��ir��,),tt�f,�riF,��)�j approximate only and may vary depending on field conditions. W19 1 54" 78" PIC 1�1 F"(;Ill"�".,�',t,�'(�ii,,m�?,�)1"",z,,,,r,��,1,(�t��c,,,,,5,�l,el,o���,rr,,,r�,�ll,,K,tc,,�,�r�fl�,�- q,,r)��,,l tlir,W,kol.....Ier�ftl,lyvek WRB W20 1 60" 78" PIC ,.".d".'r�i,,,,�f,n roul�d 1,,p,Njrldi­�,,I hi,,aa ShqJ'Ad bcg,,,".4""'o lh��""Ii'll J.'nl) NOTE S...w,­,,l,­,Arid Ra,hirg­fth,,roy,�m4......tnrqs,,1,l, - Footing dashed lines may not be to scale, footing sizes to be per callouts. W21 1 54" 78" PIC EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 �uon t,,(ero,l,�.,i:u�,"aiqtltf(,o�n tl:,*(­o�l W22 1 36" 72" SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" , � P,-,I,l��,-J�'fl,��l���,�)""I-,:"�,�tl"r)�'f)�f,���)�"(j........"roll"J'I"O"all �.,��,,�tl�,,�,,�,��fl,�f,"',If - Exterior cripple walls at crawlspace level, if any, shall be the same shear wall as directly HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. R �-".�t�,,�"..,I�,,,),.,�.,�'Y'��[,�,l...i......l,4 8",�,,Iund,­j h,,,,1I.-V.......11h,".-d-, d­i,,�d W23 I 1 12 6080 I 72" 96" YES I PATIO DOOR 1�1 I ­,ld p,,i,l,,�,,,yl,,,�,L�,,�.""S",.P�,,�""14rl"���,,iu,�,�,,I�,(�,l,�,�.... h, above. Also use the same posts in cripple walls as directly above. W24 1 36" 72" CASE rouqh opr,owq t",Ogpo�c,�h,��lflh,fv,j 10T�Mrl"It"l ln�rnhei�lo Mt,,,,,�hc�a,d Ra,-,Ihn� 181, ,,,,,�.,�l,,[,�,,,,�,,�,,��,1,4�Php h�,.,,�(�,,I,,,�,,,,�dl,.,,�,[,,,,�,,�,/,,,,,�,,,.,t�lrjuP.,nt' W25 1 72" — PIC TEMPERED GLASS TY,PeI,'Tape, - All slabs on grade are 95S. W26 1 36" 18" PIC _�_] W WINDOW FLASHING DETAIL-STEP 2 W27 1 36" 18" PIC _j W28 1 36" 18" PIC ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE 00 W29 1 36" is., YES PIC INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES < , W30 I 1 I 36" 60" .YES . RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, �_ Z Het7ders Structui,al Callouts.E�i— C'opyright C.'onstructionC'ale,Inc (C'Cl W31 I 1 �2 T3050 136" 160" 1 1 1 FIX CASE 1�1� END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE Z 0 11 W32 I 1 12 13050 136" 160" 1 1 1 CASE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 0 i­- Default header material i:�s Doug Fir No- 2 or better DOOR SCHEDULE EARTHQUAKE.MIN.EFFICIENCY OF 91% 0- " I ,',� - Wl fj.p in 0-m I I General: AJ1 construction shall'be per ic=ent building code and Standard Structural Specifications hereiin. 4 QTY FL. SIZE WIDTH I HEIGHT DESCRIPTION W �"", , 11 "'I'' - ", F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. > 121� !, 'F "�, i i D01 1 1 3080 36" 96" EXT. HINGE EXPOSED FACE AND SIDES TO HAVE I LAYER 5/8"TYPE"X"GYP.BID. NO FURNACE SHALL W L) I I , , i Dup., - I�� �, Default glulam (gl), LVIL, PSL materia[s - see Standard Structura[Spe�cs hierein.. Default LSL i's 1_5E, 2,300 psJ, mi'n, Fb_ 01 PA Per Architect or Designer D02 - I 1 18080 216" 96" GARAGE BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, [2 W R.,lW1 " 8 �", �I � " ,� * D03 1 1 3080 36" 96" HINGE BATHROOM,OR CLOSET PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF W ,, I, X _, "' , ' j" 11 11 ,ru ctu ra I Ite�m�: This,item and related connectors shall,b e per architect or designer. __] " ,��7 I ,�)11 , I I I I /,�)4 '111"l,", 'I'll" __ St "Ill' ", i � " - " I � i ; FURNACE. 0 _­ WR071M F,tj" COMM Ul I 2x headers must be iln tall orientaflion with flat 2x ril at bottom i�n "U" configuratiorli D04 1 1 3080 36 96' POCKET , �, -,,­,­1 11 RD Roof Diaphragm D05 1 1 3080 36" 96" 1 HINGE ",,,�,­-� I , ,;7"11111 I :lot 11 " � I ;, " ,, ,-" � ,/.""�",",,,� WAMUIN-11 W 1 i I""': DefaultTrimmer, use, 1, 2x- or 20H or 21 H use LUC; larger header use HUC or HUCQ, UN0_ * D06 1 1 2680 30" 96" HINGE PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF I C � I, I 11 1 7 1 1 11;�11 �"' �', .I " 1�, , , I ,,,,<,�� Framing: Trussts,or rafters at 24" 0C,max. - " - CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL W I- 11 'I'll,,"I",> , � I 15"(� ,1�111 I ", a �,,�, Default King Stud, openin, 6-feet wide and less use 1,full'height stud each end (plate tol p[ate) * D07 I 1 3080 36 96' POCKET COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF If" ", , ,, " ,� I a J, 9 CIN-erhangs:Per code and truss or I-joist manufactLyer's,recommiendations- D08 1 1 3080 36" 96" HINGE THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR I— , SO 11%11611� . I'll W01 STFIETCH , I-" ,��< f,,,',,,,;�,'b t,. 'i,,;", D09 1 1 6080 72" 96" SLIDER < '_1 ,,,, ,�'Gli,ldhl, ,/ i * 1�1 -DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF i � j : EACH 90 k" �,I Default King Stud, olpenii'�ng wider than 6-feet, Use 2, fulf height studs: each:, end (plate,to, plate,-) Framing Connection at Support: D10 1 1 3080 36" 96" HINGE OMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 0 . S - Ww7-�e co nnected to s hem-ivall. c onnect per shear wall,,cahout- top of,Arall.. D11 I 1 .21080 34" 96" POCKET 0 1� ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Trimm e�r, each end (if King Stud, each end (if MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Z . S I I-P) - TF77e?v ti,-ursses or rq/tersconrFect to b,etm,? ,use,H2_5A_ or LS30 ivith screws. or sina2lar, typ- D12 I 1 1 5080 60" 96" SLIDER � A (,,I DuPortt Fle.W,.p'.�lea,l]��'LONGER il,,,,�,,­111,J -iji,,,p,-,,,nq,ffl�S) r, R,�,­­-ill 11.lstQ,�i,l�1,11'111 CaHout Nlin,use, Alt I min. use Alt 2 m in., as e, . - - D13 I 1 2 21080 34" 96" POCKET PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 — � �.Itx�f'X"i,id(O I,,�,uff,rirnt�10 ixhle,e�,?Tflffl"My,of V',.dho:�,Cln EVEYOND,ah�iio. be blank use:de-fault above.) blank-use defaW,lt above.) + � "I " - E D P.�r,,,,,Rt�",.,rtexwq,ap"",�(C,rr,i��j,�,��ri,,.Iir��i,r,�(,!�,r,�i.l."f�l��,,�,f,,,�[�.C�""Ijr"j,",(.iii,�'Vif,(4 Sheathing: 7,16 min., 0SBoTCiDXplywood. Stagger joints per IBC, Ca-se 1- D14 1 2 2880 32 96' HINGE [�� C,F'M,AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 0 0 - ....ld-t,,�P,�-I[hl,�to.a�,.,�,�,,��......,1,,,1'�r,_1j'1',,dh,,,,.......do lh,�Gvo.�the"ah, 1101,,�(,�,,,,uf W,Ml,kn,�l 01 (ow,­q,,ot F�ex%fiap'��hmwkl tl,�2' Yur,0�lh,,�,,,,,,,,,,� * D15 1 2 2880 32" 96" HINGE OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, 0) . B R�.,�y',�,,,,�,,:,,,,,J�,r-,,,,�(.,,,�,."f(l�l�l,"�,�'I.","�"!, P�,-I,it,(.4i��ri�i��ii2�i,,ii-il,,i(�t)y,,.�(���n,�,i�.j�lic Nailing: Use 8d at 6" edges,, 12"field- D16 1 2 3080 36" 96" HINGE AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTAILLIDUCTWORK " Z � I r,5�,d­?d1j­'r rh,""",,�.",.�l�,,,�,�l'.,,,j,,,,",L,th"h,(,,.,I"Zh,'­,J[[0,2r',',r"2"-�" kv.­v,il1[ 20H 2x6, "L" config 4x,6 ., PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 10 � i - At lot�gger. connect per ledger callout, but,never less than,8d screw or nng shank at 4" OC. D17 1 2 3080 36" 96" HINGE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX .1 ,,O 1,tw FlexWrap`,011 h(­rfIh,,r,,d�fJ Ill"`4(0 0 11h,"AIII Wi0h,;l Mi�IiJnonl'M e,"l�p Fn Z 9 D18 1 2 21 080 34" 96" HINGE 0 -1.1,1-d',Adho''i...W'')...JI.,,�........q 21 H 2x 1 0, "�L" cc)nfi, 2- 2x8 4x8 + CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 1.1i 0 Blocking:Not required except bebveen trusses or rafters at their supports- D19 1 2 3080 36" 96" HINGE DOMESTIC DRYER EXHAUST a) 0 ; 22H 6X8 WO 2 12 FD Floor Diaphragm D20 1 2 3080 36" 96" POCKET .� 1. � iD21 11 2 3080 36" 96" HINGE 0 _­ 4 i * o '��3O N8 UO 36" —-�26�" P 0 C K E T � WINDOW FLASHING DETAIL-STEP 3&4 23H 5-5xl 15 g[ 6-7xl 2 g[ 2 3 Sheathing:With j ists,at 24" or 19-2" OC,use nun-- 24 oc rated, A?A Sturd-i-Floor: either 3/4" species gro-Lip, 1. or ID22 I I -12 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH .0 . - - - , - 1 1 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. 0 24H 2, 2X1 0 4x10 7,18" species group 4- May be 0 SB or plywood. 12 I � - �' � ��) * Sheathing: With,Joists at 16" 0C_use m,m,.- 16,oc rated- APA Sturd-l-Floor-mm' - 19�/32"thick..May be OSB or 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. no 1, I �;,; Beanis FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/21,PLYWOOD. � ,,, , I i I . ,,,,, , I �$�',�,"11 '1'1�" Default sawn material is Doug Fir No 2 or better.. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 1. ,, I I,I�,�i I 1'� plywcod- Good for 245 psf'TL , L1360 defli. 12 C: , , " " i"'% ��,-,�, ,/11 I , ,11 I I - I I 11 * Sheathing Layout: Case I per IBC 2306.2-1(l) SEALED TIGHT - I � 1. , ,��, " ,,� 11 �� ��,­ , I I , '� " I I �., , I �qq " I Ir"i,: ,$," "I� ,,,�...J�,,:,, I- ,�� � 11,.��,,� "'0 W� �,,,,0,1'�% � - C�rien,tsti,e:etscon,tihuousoiirert%iroorn,uyre:s,p,an,s,, N�i,thth,e:l,ongd,�mnen,si,onacro�sss�tipplorts- R FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. . ,�, - � I . 11 <,��4 , I I I � i � � � I I I `�,ir",­, ��,,Iv'�111, , Default glulam (gl), LVIL, PSL materi'alls - see Standard Structurali Specs hiereiin- Default L.SLr iS 1_5E, 2,300 Pis:( mi'n �Fb- M "" "'111" � , �9, � " 11 INTERMEDIATE RAILSPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS q ?� ,�, I �­.J��O " I" ,� �,, Z ,,,,, * and c an - ,,h 8d ring shank nail)s or screws. at 6" e dges� 12"field- I I...... I 'A" ,F��, I Nailing: Glue. i, nne,ct i6t - [�� THROUGH PER I.R.C.SECTION 312.2. " 0 ,,, " I � I ,,, I I 01':',� 21" ,;I I l ,9 � � � � i [a " , I - Mi�n_,, 3" bearil,n in. pocket with post b,el'ow per pl'an, and end post connectilon, per be[ow. 11 i I I , .��� , wall connection 11 I I i i PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR 0+Wj 0 � "; le.� "� ,,�.�,,,,, Default * Blockilug:not required,except at supports,(beams)and con-nections,to shear ivalls below.. GAR ; .. ,;, ,,,,',' , I . A k TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFERTO y � � � , � oped, 17 HD H,oldowu WA-Se I J 'i, "I Default bear on top,plate- �Bear an fulT wi'�dth, of top plate, withi post below per pl:an, and attached with 2, HGA1 0- If, sl' 10 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE I I'- ,��, , -) bear on;mitre cut butt end- .1,�� 0 SURROUND&HEARTH MATERIAL. Lij 11- . I I, OPTIONAL;Apply F-0 R,,�idr,,tnl -.(Do Not Use With Cripple Wall,Below "I _j l�lidh(�,��f rourl"mondmi,,,;0,,�l1,M Ip" 0�)__ ([I-, Alt I - Holdown - Embedded Strap TypL ) E: ,!,,!'�Zdhlill.r,l-f,�� �2,r "''"l", , ,--,-',';)' * Ho ' lo 405',, GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR <0 �, " , . I;, - , hm­d ��,V,i�=,,,r_l,, Ne.w��f ­dfmolil ­.N�Cl Defadt end post connection.. �LCE.,ACE, EPCZ, �ECCQ, CCTQ, c[eats, or simil[ar. 11down:Use LSTF010 for no,rim j istconchition-LS=. ,IORJ for rim joist condition. . I , go i" Nn� 'k",;i�14=r.. I E ,,11­q'­hm,�q,,, 1,11111�s,,=,r 'It!"""',......1�.=" :"_., 'T � * " kihg stud-mi,- 2- 2x, 4x, or larger per plan- .1 i ,F"All ,; I MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 Stud:Apply,over sheathin,g to �, i, 9 [�� t..� . Default corner post connection- �LCE4, LGE4Z, RTC44, or �ECCL � - . I �1 ----------------------------------------------------------------------------------------------------------- STEP4 Q� (",_.". I f..... 5,U,P �, Alt 2 - Holdown - Bott TN e,(Nlay Be,Used With Cripple Wall Be�low), �2 AfqA,,�7,,�m,r*R,­�ld�,nr�,d�,ealw,r,,,i r,,amum,nd(,d s,�kql�,on 11,er-"'dos(j&-r,h._a,),1 lk ifi�,t,ill�miricic������.�,,.,�(jiv,i�.�,,�)rii3r��if,,j�t�v�,�,,�r,�l,tr(.,�.�.1(.,6�l, � A .1p - 1 201:3 1- .) Default mid-post connection- LPC.Z, PCZ, CCQ, or sirni[ar. * 20 MIN.FIRE RATED DOOR W1 SELF-CLOSING DEVICE. ;� ..., hi,�at,n�,Ihu­�bov,�, Holdown: Use F1DU2_-%viffi6_ SDStokin stud�min.- 2-2x- 4x. or larger per plan. ..:.: p C ot:,,,,,,pk,o,��M DuPml"ViltshM9 Tape,cr DuPont`SuMqhMash"For amb 9 . - - . "I'll N ,11� 1�....g-ro"'fing� 'A"'­­r"j­,h­d flong-w'd l"',ft"',I"u....lodgs­.4�,ffl Default beam to, conic wall: HGUM hangerwith 5/8x4 Tileni RD, or GLBwet-set beami seat- * ' "I [�� (j &j �X) 0 - C.Y) C::� 'l 1�11shlnq Re,nav­�,k%v�Q,,p,,,F xulpllw,',tiwlt�v*Orlq,�Ide',"at W�rl&,l,k�f[,Jfj"(� - I U) I Anchor Bolt: If wet set,use:5�8"dimneter SS1TB or an,thread with, 12" min embedment- 5/22/25 1 0 a LL < 0 ,PTIONAL 4 rn�j�urict� �lil�fnna,pwr.f th',.""j,". "'i"IlAtir."I,Vf­,ffW i ILL! �Z Z'3) )0.rr Self,Arffi.rel$fltlf,hu�,q�,,,,,,,lI­­,,,,�11-m vvi,,ii-,h,,i,J fl,i...p,,�­0,��, �Defa,Ll�l,',tb,eamtobe,amconne,etion- Han�ge,r- HU, HUC, HUCQo,rsilmii,l'�ar. Bearo,nto,p, 2, HGA10. - With cripple wah below- okay. to,use: all,t1read,extension and CNW couplers-Ust double stuad in cripple Nvall aligned mith Z Q� 5 ..... r,.,kp(r,�r,W,u,n Se�toor,�rid r0of U,l- wVMS F,VW 2 6 GENERAL NOTES - 0 , U.) )IA(w,I NOTE:Thw voa,,id l?q,if t[v�dfip�jp � 0 i king st,ud above wtuich has,hDidolAm, attached- M 1.:) i,,��,,,Iv,,,��l,�,��l�,,�l,,-�,t�,,),,I�,,�,H�,i��""k�,,�,;�,11'�,�,,,��,wt,,�,,,[,IF,T"Il�R,�,J,if�,��)l�,;"",(,",Il,�,,I �D efa ult Steel Wi cle, IF la n ge- 5 0 ksJ.,A9,9.2 pe r Std� Stj rL[Cfli S PeCS herei n- U s�e 2x na I[er On top connected w/2, S D S of 0 I.I..] I 13 .0 I I < 11 to(4;�[�m 1 > 1�....... r,�... C"' - vatchammer-use 5/8"all tbread&epoxy Lu [.r� M I if � : iviih, I O�"mm concrete em,bedment- c entered.in stem,wa Ill. Aqgle hole mxalj CA4141 44156WS SCLAL- 0 (D ,,T,� bi 11 ...... L ��jl�pt,��,,�,�OvPaot'MsNng Tapeo,St,afghtHash, �...ll�sld 11,�011­,fi­q 1/4xl.5 @ 1 8" up throu h boftoril of top fi,an ,e,. At ends use fulli bearibg on:wood member and connect w/2, 1/2"x 4" I�ags - ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. c') 19 9 _j Z W 0 M "I ,qll"l",,..'�t�."f"�ll�,4""�"f"�J�)�,it��r�'(�,����,,)f�",Y,�,,,f�a5�,ir�gA, R,,�fr,,,,,,,,,r,,I�,.�,,K,,p,-)�,�,�,.,r,,I -&om edges and ends,of concrete,to mit=` e breakout.. ...... 0 Z V� i 11 ��. I , ��r`l� i.,.,,pkrn,Llty uw-nng 0,....�""d"fl,"""',l,L­q,�s­j,A­,,th,,,j,,,I........... through bottom flange to centerIli',ne of bearing mernber- I I r-OrL -_-n�a",C,-r'8_ - _j CX) 0 N C�6 "��i i I l I I , � <1�� C") UL �` l,mb,,r,,.0PT1IONAL �ri�i��,it�,,i�,1,,,tlfi�,,C�,p�,�,p:�"tc�fth(?"��.,,,I,,,.�,,,,,,r,�,1;,tt��l'',.�r., 77 N1 Mullion ALL HEADER MATERIAL TO BE 4 x I 0 D.F. #2 U.N.O. D :;� Z� �Z T_ (S) 3: �5. . J),.,j&�',�1"fZ,1�1�"jt',�,r,s�,(.f(�,"I�...(�,s,�'DF,p(.,,()1,ls?,.,j1bt,("i S...bon,,,,d�vf,�r h." Connector�if blank use * _jTr%,Ak5 �>A-4 L,Y . 00 2 (.,q <1�� 0- c') � �� ()r,ll�,,I,� 'Callout Nfiu., use, Alt 1 min.,use Alt 2 min., use, Notes Gen eral: These,art spe:ciEed to,resist mind loads- NOTE En­,,�p-,,,,4,...jt....�DUIP,o,,�l:"Ft��hing�rfilP.",St,.i,j��tFu�h, �11­,b, defatlt_ above) * Xtutliou: Use:nini- 2- 2x6. continuous bottom plate!to,top plate- VERIFY HEADER HEIGHTS WITH SUPER. ,r�,.i�,�.�)�,,c�f�,.I,,tP),jDuPoi�t'F�oxWrop'�.)I:tl,(�,,�I�)pi6�.,,Ili��f,?t,�,��,��Tyvok'WRBI�,kl'I . l, � ENERGY CODE CREDITS "e,ill 30B 5..5xl 2 g[ mostly decorative * H ction:Header(s)may be supported viffi,2x tr,=', ,ler or hang on tlu's ,mullion m�ith,concealed flange hanger ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED WINDOW FLASHING DETAIL-STEP 5&6 31 13 5..5xl 8 g[ per header table. , FINAL EQUIPMENT AND OPTIONS TO MEET OR EXCEED THE OTHERWISE. N - 78 ,,%I Multion ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED >__ 4 � ; � � �� Use,mJn_, 5-5xl 2 Oulam- Mirl�.. backspan= 12'..ThiS beam i,s the header for wi.ndows bel'o�w it.. If this beam acts as * General: Thes,t, are specified to re!sis,t v�ind lo,ads,- REQUIRED 8 TOTAL CREDITS OTHERWISE. Uj < V_ ,� , 1 32B 'wa[[top p late, co nine ct, Stud s a nd m ufi ons to,th i s b e�a mwith A3 5 a nd screws, typ.. If b ea m b ea rs o ril 11,to p p I ate, _k Nfullion:Ust min-- 2- L75x5_5 LVIs. continuous bottom,plate to,top,plate- MINIMUM, IN ,� 0 () 3: .......PM'', I - - . 11 --,""I'll" "I'l""I'll""I'll'll""I'll""I'll",'ll""I'llI '1011 . 1111, CNI , �'; ,, ,f, I, 4d� conne ct with S D S 1 A x 6 @ 1 2" max LIP th roug h top p[ate, i�j nto b ottom of b e�a rn- * I I I I ,le ,"j, PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER LL I I I I ," "', "I , ?, ,,,, " , �11 1, I I I I I I �, , ", , , , ( I ''/ _� tom Connection-. Connect at top plate:and b,ot,tom,plate %vith 2-LS50i and,,scre-�vs_ I 1� , ,;,�� DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER I 1, , , �e N "I'', "/0 Top and Bolt , , , , " I I ,, 1�", "' I 10'��P,�'01'Ci�ll""O"f","O*if,ma"",J441,00 i'�040�t , Z E I,,,,,f�` I 0, � 1�111'1�' I , of I��",. - , "" , I'll, '' . `,,,� 1�, 'Cl I 11 171�1 1 1,"""'), FOR LOCATIONS. Z 0� co 11 I 4", " 9 I I 11 ,5-', ' ' ' ' I I 11 I I I I I 11 ill �0f �f1111 �41, 1� 3513 5..5xl 2 PT 0 HUCQ e,a- end * He�aide�r,Conne,c,tio,u:Hea,der(s)lm�Tybe�supp,o,rt,e,d,,iA,ith2xtn,'-=,e,rorh�in ontlus,m,u,,Ih'on)Nith, c.onize,aledfl,angeliangtT, "Iry,",',�.' I I M , I I I "" � i a, l,,�,� 1�1�"'15'11 r header table. 11 I For comb I ustion he@ I ting equipmpnt meeting rininirnurn federal efficiencystandards,for the � 0 I-_ Uj < I I "' 111111," pe equi-pment fisted-In Table C403.3.2�5)or C403,.3.2(6) I � Z 0- < `�'11`111 0 FRAMING NOTES I I'll-I': "" i , 1 f 11 I I I 19 � Is aO L Ledger- Roof Diaphragm I f "Ill '11""',,�11',, Use min-, 5-5xl 2 PT Oul'am. Min;- backspan:,= 13'..This beam ils the header for operlin s bel'ow, if any.. If thil * Foran linitial heating systeniusinga heat pumpthat meetsfederal stainclards for the equipment Lli 0 LL1 ?: �i � i Ledger Connection to WaIL: listed in Table C403.32Q),aincl supplemental heating provided by ellectric resistance or a " ) 36B beam acts as wall top p[ate, connect studs and nnull'i�orls:to,thIs beam with A35 and screws, typ.. If beami bears oln 2 1.5 0 � ,I 1`��1�11111'1, combustion furnace meeting minimum standards.listed in Table C,403.3.2�5)11D found in the 20,21 REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. __:j (D — ; �i�,,;,�'I ,�Id I I � � I " 'wa 11 top P[ate, co nrlect with S D S 1/4 x 6 @ 1 2" mia x up throug hi top p[ate i�nto,b ottorn; of bea m_ , be:top,chord olf last trus s or raft,er- Ledger to,be!placed over wan, " , I Ptwallel Aqfter or Truss Top Chovd.- Ledger may. ��,�, I ��,�� " 11 WSEC-COMMERCIAL ENERGY CODE — 0 U) 0 U) , �11111'1 "w, t� - sheathing- If7connectih,g ledger to nin or header or other contirauclus wood-use SDS at ends, splices, and max 24" spacihag. 3 For heating system,based on electric resistance only(either forced air or Zonal.) - 0.5 0 COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF _� — LL1 , , 111""I'llo ,,,,,,,','is If connecting to,studs,use I� SD,S per stud- For heating system usling a heat pump that meets federal standards for the equipment listed in FOUNDATION/SLAB/JOISTS BLOCKOUTS. - Uj 0� F--- , , 1"'j,", tuilint- � ii � , � 41 TalbleC403.3.2(2)orC403.3.2(9)oirAi�rtowater'heat purnp unitsithat areconifigUired topiroOde 3.0 (D I- ; 3TI3 Same as 3613 except min,backspan = 15-75'. May be shaved to, 1 1..8"tal',[at backspan,end to fit i1n,floor cavity- Pt7rallelk�?fleror Truss Top 0,,�Ioit-dTo Gt7bip Truss: Ledger may be top,chord of last truss or rafter-Ledger to,be � (]� �e O� - placed Over wall,'sheathm , I?ot�h lh2a!ling�!nd S22!1n,&Lr�___ tied!in accordance with AHIRI 550/590 —— FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR C) ( ) 0 38B 1.7xl 1.8 �LVL at �F-P. & 78M above.. g Over gable truss- Cormect ledger to gable truss,mem,bers,vith 15" SDS at, 24"max spacing- For heafing system based on electric resistance wfth:� SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT LLJ SlYF411,5................................................................................................ l_,­r'E­P'�_i................................................................................................ Gable truss,to be sheathed with 1PW_ simill'ar_Add webs,togable tnass, as necessary- Okay to cut holes in sheathingfor 1. Inverter-driven ductless mlnii-split heat pump system instaIlled in the largest zone in the� 10 0 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL _-) Z 0 0 ,',, rii6,,�(.,,,,,.,,,.,�,�,(,rfl,.,�,,,fTVuok'WRB,,,,it��,V,,fl.�t;,�.r�,,,;-.,I,,!,�)r�,��l�i�(,�j r;rl,fl 1,10�1, 39B 3..5xl 1-8 �PSL or�LVL 0, . 5 dwelling, PRIOR TO THE FABRICATION AND INSTALLATION. 0 P� (,.,[-�",t,i�,,,�'11,,,�v�.k'W��B,�l,-,�,��"",.�,'L,t,,dg..�l�'j.,I�),��., ­t,At I.........R­xjnlh,�_`,­1,,,fl.......­­,,],�d�w,[,llfl(.ild,"'k,"l"d,,, ducts-u,fih',t,es and access- or Of [)� < irri,­elfv�,­�iirii�t�ii,�v,-Is-��rxnir��l st�h,,,,,T,,�6.,ft,,�iiI­�K,�,jpla[��,t,�,r,e 40B 5..5xl 2 PT gl� Conins to, posts per Arch , 2. With 2kW or less total Installed heating capacity per dwelling 0 (,) Z (, At tfio ho,�dj,,nor.........�.Pc m�,rr­isa,�dh).­,,N,ovPont`1V.e-k'T,ipe ar t, 110r,F0 or Shob Ti-nss Pv7pPn,dicn?n?-.- At top of mono or stub truss,use:continuous 2x blockihg behireen,truss topis,nailied i — DuPont flashing TaIno DO NOTTAPE,,�t...tt,,,,,of,,mld,w, �roa�t Stuff pro�,Window a Door Petyuretwine Tom 50'MAIllt,DI".001 wnonded . ,,�See Section R401.1 and residential building in Section IR202 for Group R-2 scope. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED O_ f,,,orn Wis.,"nin"I I,,,,i.,,r'R,�,kh,rlt�ol',oaia lt u,al'Y'N�N, 41 13 5..5xl 2 PT gl� Upside-down HUCQ to 40B,typ.. T_ < (�t to"A,,,�fl'nt lx,od fj� I - dIrough,waDsh,etiffimgtoso�h�',d�ba,c g.. At bottom, chord, support trus,&,�vith,hangers by truss col-to let-in 2x6,m­j'h_, ledger b.The gas,back-up furnace will Operate as fan-only when the heat pump is operating.The heat pump shall operate at BY MANUFACTURER NOTE, '.�,,lp op,n,,j,,I kmd wdi,-,fn,yifnun�ol W,I,Q�2.'g,q,�,io("?'x?"�,,.1,)I,ondlnd l�, i;.,turot curn�j pfo,,.c,�oo;"'��O�"�on�:,,,,uO,lpc Ge,�wu dv�rl 0,(,,-�A,.)MIE,�in� f,llp, ,­,�p�,lb',.,u iN,,Ill 6,lll,,�r i,"A,sq,.,lod'i i�lddi�ioiiA dr,iiii,iij,,is-k,,-od 11.�g,n­n.f ih,�Di.1PunCF1-Wr.p...........ld d,,�,,I[VVI"",­il.q 6-tst."P,." 42B 5..2xl 1-8 PSL or LVL nailed to studs,; or to mm.- 2x8 led," ' all temperatures above 38'F(3,.3,'C)lor lower).lBelow that"changeover"temperature,the heat pumpwould not 0 M OPTIONAL if�,�wtmg,,,J,,r,r,,p AI�N4.A N.TVvPk'VVAB "'ad R.1,,,,lbp'p"d d-im""d Undow&D�..(Pdy,,"kh,ln.`..MS�Aw,t...p,!rinls[,�,.po'a,<..p ll��sfl,�...112' : . ger over wall s,head',mig: with SD�S at ends, spaces,and".max.. 16" spacing. operate to provide space heating.The gas furnace provides heating bellow 38'F(3.3'C)(or lower). FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE M "'.A"'d,,,��,�,�'if��,',,g,i�,,��,,,P��;��i(""��,,Ci,�,,�)",)��'f(,,r�li)��Ipv',',,, ,,;,I R D h i ,,,;i,r,i,,,lq I ,� ,Lnn,­l,j,,l­­up r...Lh,�6-it 5o.ffIti-'Ofop-mgG..J'a....I l..7xl 1.8 �LVL * ololf iap rag�m:C=ect roof diaphragm to ledger(or continuous,blockihg at perpendicular mcmo truss top,chord),kvith C.Addiitional points for the HVAC systern are included in Table R406.3. AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE Mt�-��,,,,il 43B 3 2 NOTE fi,,,,au�i,on,, �i,o,�(,,,f0l`11f1)1I(1W11111il(Ck"WJ11 i-HM14 Of DP'I'l 01 qfe,,,�Cf 8 d ring shank, or screws, at 31" OC.. 10M,,OR S ,// I,mi ""I IU7111 11 1/1 ,1111171111111 11/1 ,,///�/ 3 ,/,�, GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" If ,Ill ,0, 1 11 ,, ' 4413 6,_7X1 3�-5,gi 5..5x 1 5 g I� 7xl 4 PSL If " ,i 0 , .q,,�......­,ir,i p,,�,aui.......�S­'`�,ouijl Uj1l�,11j,,1,,,li,,�,,(o 1,,�,f,'.,,,',,,.,,,,,�,��,.I,.,,ro,,',,?,',I, . I I ,k�,,rC`qjXW,7', I OSB OR EQUAL. r!1,u?,,.,,.h(1q th,v,d,,�Iqo,oun'.j 81 L Ledge�r- DeckJoists to Rim. I I I I I *',0.4ft,0,4,:�ixoo, I I I I 11 I I Joists, and Rafters ,O �, �IEA , wif I I ,'__­­­,o)`, � I I 11 * , , , 0,00VY�40,, qo� c6h��" , I I Ledger: Use nun.- 2x, PT ledger at least as tah,as jolists. 00 j.�O*,�', "",,"", I I I 11 I I I I f, , I I PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST I I 11 11 �6"�,­;,�',, 1 I Defadt rafter or deckjoist to beam connection i,s: cont or skip b[ocking and H2..5A, or H1, or A34 with scre�ws.. I I I I I I 1�, I -1 * Ledger lConnection: Connect to run Niith SDS or Led:ger.LOK with length,necessary for 1_5"niff,i,-penetration into,rim- at , , - I I I 0,9?09, " , I I LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO �cc Z>_ I - - <D - ,< ­�� 1.1 Efficient Building Envelope 0.5 0 OR HOLDOWN LOCATIONS. � �i � FLO 0,--.-. I _ � - TYPICAL HEADER FRAMING At edges of decks, landings, stairs, etc.. use mii Joists and or blocki�ng as necessary for rai'li post conrlectiorls- All the fonloi­8��g spacing-May be applied.directly to,rit,n or to,sheathing over nim. Flashing de:si by others- — - - --- -- - I I I � gn . E:O,u 1 1.2 EffkleintBuildi�ngEnvellop,e 1.0 a I I., � ' C 81 I� � � i � � 0-0,0 WINDOW W/ 3" POST HEADER MORE THAN 5' raIljngs are designed by Others,, UNO, and shaI4 mieet code for lateral' IbadIng.. - Jt?ijtsj�ft7?-t,,yTh?[,use I � 24"max spacing and',vithin Y' of splices,and ends. 1.3, Efficient BUilding Envellope 1.5 0 PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING W.1-i o�,� Frarnfed roof overhangs, eaves, outriggers, etc- use IRC-comp[iant conlorli.. - Joists j;Lei,TePn*Cuk7r:use: 2 �,'&' 16".max spacing andvifliin 3" of splices, an,d ends- 1.4 Efficient BUilding Envelope 2.5 0 <Itu ,, I � i _, - - __ LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. � __ ___ "Z,�d'� � 2.1 Air Leakage Control and Efficient Ventilation 1.0 El �"�-,0'T I I Defadt sawn mate�rial is: DOUg Rr No 2 or better- Exposed to,weather shall':be Pressure Treated (PT) * Joist Connection: Connect joist to ledger witli gahF hanger- all ho�le:s,filled viith gahr nails,or. screws per hanger __ - , __ - -------------- - -- -- < <�: ,,,.-,Z.0� . manufacturer recorrinmdation. __---_-- __ --- __-- _-- ---- -___0 __ ___ 0� Default sawn face mount hange�r i'�s U, LUI, �LUS, Or if sloped rafteriuse �LRUZ.. ?�2 �!:��agtc W!��2-� � �ontrot and Efficient verrrqatiorF' 2.10 0 1i�::i 89, TS 'Tall Ste.mwall at Narrow Shear Panel. 3.1" 1 Hi I E cie cy....tnS............................................................................. 1.0 011 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE E,­� ... gh.... ffi�: n, "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""'ll",'ll""I'll'I—"I'l""I'll""I'll'll""I'll""I'll,� X5Z — � � � � � __ High Efficiency HVAC 0.5 0 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM D .-ID'. Default sawn top,flange hanger i's J13A, �LB, 13A, or B (welded app, use �LB, �BA, or �B) * 3.P7................................................................................. '.>0 F.,.w 0� - i 1��__ � HFADFR MORE THAN 5' Footing:Per Arch - - - �__ 0 �<00 I `Z' An nationl I-joist brand, equal!, or stronger may be,substituted * 3,.3',',' High Efficiency HVAC 0.5 0 CONNECTIONS. W n,D T� -CONCEAL FLANGE y Stemwall: Stemvrall,per Arch miti'l the follo,%i,ig exceptions: -- ____ - - - ,02�2 HANGER EA.SIDE (2)KING STUDS - Sterawall,height must be min.- 36" above top,of adjacent slab- 3.414 High Efficiency HVAC 1.5 a i 0 -.=,:�j.-, FROM TOP PLATE TO -- oist roof overhangs, extension's, outriggers, and cantilevers shaI4 per per m nuffacturer's recorrIlm,endabons.. - I 3.5d Hi I I . BOTTONA PLATF 9 - 1� M, � cc 2� U 0 - Ste m-wall iiid,th must be min.., 8" thick- 3.9� H 2 � _ � �o (2)KING STUDS �—�1)TRIMMER ±!i:0�fflSl� nc HVAC 1.0 0, I FROM TOP PLATE TO -- Default I-joist face mount hanger is IUS or MIU — 3.71',1,1 High Efficiency HVAC 2.0 0, I .--0-,U--. - Stenawall rebar must contain 3. min., �5 vertical rebar i�,ith 6" berid at bottom hooked around footing rebar, centered in - . 0 �2 0� BOTTOM PLATE � . - - 3�8"o High Efficiency HVAC 1.0 0 �__ Z,.-�: I - Default I-joist topi flange, hanger i's ITS, HIT, or MIT stemiwill,located as,fbhj,o,%,s,:use one,at each end. -and one in middle o;f stem, ivall- - — I 8,I,,I 1:!Ii 3.9 High Efficiency HVAC 1.5 0 — Z ,I �00 .0 . .��-- I I I caltout ABU.,use, Alt I min.,use Alt 2 min.,use Colunector�(if blank, use Nolte�s 95, S Slah on Grade, ­i_17_Hig_1hEffic_ien­cy HVAC 15 0 ,6 E-<��� __ \__ 1,_ * "I'l""I'll""I'll'll""I'll""I'll",Ill""I'll",. —_ 6'.-,.<�< I , defauh- above) Subgrade: Use structural 011 or clean, grantAlar nath,,e material- compacted to,95'9�,'�relat��,e compaction. It is stron, 7 1111 7,gT,—EfP,.!..y...��E...................................................................................................................................................................., 0�5 0 -.1 ED z L L I "I 1-11,111,111,111,111,'ll""I'll""I'll",'ll""I'll""I'll",'ll""'ll",�'llI I_11�"I'l""I'll""I'll'll""I'll""I'll"� 0 0 OD'D-0 `� �� � �� � �� --� . gl� 4.1 — — 0�5 - - � () 'n, �� �� F 64J 1 1_8 BCI 5000 @ 16" recommended that all fill below slabs be checked b,y a.geotechnical,consul,"tant- High Efficiency HVAC DistribUtionSystern 11 .�--Cc,,Z, + 1 5.1 Efficient Water Heatling 0.5 11 PLAN AREAS 0� �-.',I�u - �­ i r__ � No,SlabCounection to,lConcrete,Wall:Do not connect slab to concrete wall, �iiith dowels or other structur al fit. 2�,-,��0 Posts 5.2 Efficient Water Heatling 0.5 11 coom * Underslab Insulation:May use�DS or EPS rigid foam,%lith=i_ 25 p�si compressive strength under slab. If used- I < �,O� . :�j I(D Z WINDOW W/6" POST HEADER LESS THAN 5' � 5.3 Efficient Water Hleatln 0.5 0 � ', Use,PressureTreated (FT),where exposed to,weather or i(n contact with concrete.. — 9 ,:E 1,F pruli,ide and,install,per ihsull'atibn manufacturer's recommiendatilons- 1 BASEMENTFLOOR 1 ,180 SQ.FT. c�.< "02 1 5.4 Efficient Water H2�!Ing 1.0 0 1 Z u,,, � � . <0 1 1 Defauft sawn material i's Doug Fir No,2 or better.. �PT may be, Herni Fir#2 & better. * Slabi Slope: A.111 extenor and garage slabs, shall be sloped IP"'O".min to pro-vide positive drainage:nmo-ff.. All,nmoff shah be: 5�.5 Effirleint Water Heating 1.5 0 -7 ,2 I '�tab . . i � � I . �D efa ult g I u la m (g I 1, LVIL, P S L, steel mate ri),a Is - s ee, Sta nd a rd Structura I' S p e cs he rei n- di'rected.toasm lereceivingsystem- 5�.6 Efficient Wat!�E��22!lIng 2.0 0 ER APPROVAL + 5.7 EfFicleint Water Heading . OWN i � - - � � Default bottom connection on plate: 2, A34 wilth TECO, or screws, or 4, 16d face, nails.. Stabi Finish:Finish shall,"be:per Arch. if none:is specified-medimn broom fuush is reconunended for all exterior slabs: and, - 0 2.5 1 0 1 5.8 Efficient Water HI a 1 2. 1 HEADER LESS THAN 5' smooth trowel,finish for interio�r slabs- I . ­ - __2_iT& ­_- - .___�--I 0, I TOTAL LIVING AREA: 3,104 SQ.FT. - Default bottom connection on beam: 2,A34 with TECO,or screws�, or PCZ. * 6.1 RenewaltIlle Electric Energy (4.5,credlts max), 05-4.5 F0071 — INITIAL: .' . Slah Thickness: Use,4" rnin.- standard,concrete- Slabs-Arhi,ch support vehicles,sho-uld bt thickened to 6"x 6"min- at, _�7.1 1',�ppliance Packa e A C PAGE #: (1)KING STUD FROM D efa ult bottom c on necti on on c on c rete-. P B, air AB, air AB U, or ABW or C B S Q GARAGE 513 SQ.FT. TOP PLATE TO — edges,vdffid additional, I I I 1, I I . I I . I I ,_ —_ t -Il)TRIMMER BOTTOM PLATE I I � I � I i � � * R Total Credfts= (2)KING STUDS �—t1)TRIMMER Blocking through floor cavity: Use sol4d bliocking through floor cavity.. 13[ocking to, be snil'ar to: post above- 13[ocking einforcement:Use any of the,fbffoNNing: P0101, BOTTOM PL �, �i a.An alternative heating souirce,,�zed at a MaXMIL1111,of 0.5 Wat�s/ft2�equivalent�of heated Floor area or 500 WBtts,whichlntl-t-is lb�iggeir,may be may be,coninlectedwith clJps, ril screws, clieats, or si�mil,ar_ - Min.., �4 rebar at 24" 0C.. each way, centered in,slab. FROM TOP PLATE TO-- � . ,. in,talled m the dwelling uwt. UTILITY/MECH. 24 SQ.FT. ') ' A([......j ' i - - Welded vvirt f7abric,mi`n,__W2_9. 6"x6"(6 Ga), centered in stab- Spfices, oveft,8" mih. b.See Section R4�01_1 and res�dential Io udding i n Sectwn,R202 for GrOLIp R-2 scope. - ""-r�� C,ounector,(if blank,use. c Opton 3.11 can onliy be taken with Options 3.1 and 3.3.To quafifV to dawn Option 3.11 with 3.3,the system shall be a 1-2 5peed heat pump ENTRY PORCH 92 SQ.FT. '. kell l,,��� " (k�'_� , r_­_1 I'(" C, " i, /, :�4] ",_� OrIv, I � � I �� �� � I � '5 1-01.5 2.0 � � �� � �� �� ,, I I callout Min., use Alt I min.,use Alt 2 min., use Notes - Fiben,nesh per manufacturer's recommendation- systern.Variable capacity heat purrips are ineIgIble froiT damingtho option. PAGE: __ ----,I'-,--- N_ � default- above) d.Thils option Ina V on IV b,e da inied 4 servin g SVsteni 7yp e 4 or 5 firam Table R406.2. _T I I[\ _k ControlJoints:Maximum recomm,ended spacing= 8' 0C. each way-M's is a non-structural,item and',may be changed ..Flnrnary Wing areas incluide fiving,dining,kitchein,fainlv roorm,,and similar areas. 1� 70P 2- 2X4 4x4 , f0ptim 111 may only be fakenuath Efficient Watei Headag Opticin 5.1 or 5.2.Equipateursizing fbi,space hearing�hallbe calculated as provided COVERED DECKS 109 SQ.FT. �T �� � ) �� ��� �� � or omitted by Oivner or ar,clutect,mral designer- in Section R403.7 ividi uiciea&ed capacity toproade a nunimumof75 percent ofpeqk hat vniti dentand ar-,hqll be,Awd in accord.mce with ...li:, ol "�', )_ 11,:i�... s...) . � "uUmcf.suppleuW11tary h&lt for water hei YT,temshall be in acccTdanoe vath SiectionR403 5.7. ­-) � 0 I I � 71�P 3- 2X4 2- 2X6 4X6 * Vapor Barrier: Suggest a mm-, 6 mil-, plastic vapor barrier-Lmder inten',or slabs-"This is a non-structural'item and may be approved nuilitfaciazefs specification"Cif L OPEN DECKS 134 SQ.FT !"'r,") r - 72P 3- 2X6 6x6 4- 2X4 chamzed or omitted by 0,%mer or ar chitectLyal desimer- I 5 1/2" x 12" GLB N�5 1/8" x 12" GLB COLUMN— GENERAL NOTES � J S G ' h'Y COLUMN N - O -O 3/8 O -O 3/8 O -1 �� O -1 N 7ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. S gel I::�':' N r - 0'-7 1/8" 0 -10 N 0 -5 1/2" r 0- N 0'-4 5/8" -2 p ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. 1/4" = 1' U.N.O. 3 0 -6 - D 3/8"PLATE O _ — _ _ O )I3lV l"1"A�- 1DA 1 1.: Q Q Q 50'-3" VERIFY HEADER HEIGHTS WITH SUPER. 5/8"BOLTS / /� = - < _ _ 5/8"BOLTS _ m TAT �� �;N ¢ O N N N_ ¢ z'-3" 13'-3" 34'-9" ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED 05-22-25 _ -' r a 1'-6" a 4'-1 1/2" o z'6" 4'-r' oIli \ OTHERWISE. ) l 4:: 3/8"x 10"PLATE 3/8"x 10" PLATE 1'-3" 1'-0" 1'-0 1/2" 1'-5 1/2" O LU _ O _ O O W D 2 ❑ 07-25 �I�..�I I:. w �PT1T1 1T�T�� cV-' M M _ z 1/4"WELDS -' O '_ " ' O Al FOOTINGS TO BEAR ON UNDISTURBED SOIL OR ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED -25 REVA - 1/4"WELDS O 1 0 1/2 o O Q STONE. IF FOOTINGS ARE PLACED ON FILL,PLEASE OTHERWISE. a U , „ PROVIDE LETTER OF ACCEPTANCE FROM GEOTECH. — — — � 0 6 ,'�'� r, C? v C? 0 6 I 0 6" „ v ro 0'6 1/2 0' 3/8'PLATE I I1 3/8"PLATE 1 0 0 6 o 0 0 o o o PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER _ STEP STEMWALLAS DICTATED / I 11 1/2" BY GRADE DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER 0 /✓l CD ('// 5/8"X 6" �� (4)5/8"X 6" (� ✓I 1-6 4-1 1/2 1{6i 4 1 0_6 0'_6" 17HD 17HD _ _ _ _ _ _ FOR LOCATIONS. U — — — — — — — — — — — — — — — — — — — — — — —� / HEADED STUDSI I, G I�HEADED STUDS 0 A I r � 3 � W 'n n ✓ r 0'-5" 1'-4 1/2" 0'-4" 2 a a 2 0 2'o' 15'6" FOUNDATION NOTES w 4 I � 0'_ 0'_1" �, �, �, 1 ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. 1 „ 1 0'-11 1/2" �� 0'-10" T T cp A2 A2 A2 I A2 W Z 3 3/8 L I JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. pJ❑ 0 0 —2 /l n n n n n i n I ALL FOUNDATION WALL THICKNESSES Q Z 6 5/16 5 3/,8 6 5/16 `�O -5 1/2 2'-1 1,/2 0'-5" — — — — — — — — — J DEPENDENT ON GRADE PER FOUNDATION DETAIL I FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. ~ z ~ 1 8 3 -O s CALLOUTS DEPENDENT ON EXCAVATED GRADE �, p, I I zoo CONCRETE PILLAR / �, I — — — — — — — — — — — �I FEE® POST DESIGNATE I I FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. O Cn a 0 ILL — — — — — — — _ N — A2 I ALL SLABS ARE 95S ENG.SPEC L PER DETAIL C/A1 J L CONCRETE PILLAR _ERLDE�'AIL C/All J 2 BEARING POINTS CONCRETE SLAB FLOOR I FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. w U 0 R10 FOAM @ COND.AREA I ;, I � w 0 J I I 1,107.77 sq ft I I ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. 0 Q OST BASE TO DBL COLUMN CONNECTION 2 I I 6 LO *� F SCALE: 1 " = G'� I I A2 CRAWLSPACE VENTILATION I I _ 2 I I W N - - - - -- - - - - - - — QCV CRAWLSPACE AREA: 492.56 sq ft I I �® ® 7'x16"THICKENED CONCRETE v I ti FOOTING IN SLAB 492.56/150=3.28 SQ. FT.OF VENT IS REQUIRED. I I L — — — — — — — — — — — — — — I Q USING 6 X 16 FOUNDATION VENTS,5 VENTS ARE I 11'-3" 22'-6" 0'-6" Z 18 X 36 X 12 CONCRETE REQUIRED. ONE SUCH VENTILATING OPENING 0'-6. o 4 0 T� TLTITa I I SHALL BE WITHIN 3 FEET OF EACH CORNER OF I I °' I I U j PILLAR W/ CHAMFERED TOP THE BUILDING. 2021 IRc-R408.1 A2 %1 & CUSTOM BRACKET (B/A1) I IFINAL i n BE DETERMINED ON SITE.FOUNDATION VENTS TO r , o o �P171 T1T1�� & 6 X 30 X 48 FOOTING PAD N 0 -1 1/2 I I I I I I � I ILI VERIFY PILLAR HT. I I 0's 6 r-a" ' 0'-4 1/211 O'-311 I 11'-8 1/2" 6'-4" 5'-9 1/2" '-9" 2'-0" - - / / - - - -� � o I I I I A2 W i I 6 Y Y - - - - - - - - - - Zm: — -- a 7'X 16"THICKENED CONCRETE I A2 r 1 FOOTING IN SLAB O O I I I - -_ - - - - - - - oJl: I . !— f/ / o rn PILLAR: 2 MATS #4 = I I S TEMWALL MAY BE FIELD DOWN I n I ' w z I I 6 1 T-4„ —1 @ 9" MAX, E.W. TYP � M I I DEPENDENT ON GRADE,MAKE I I I A2 1 _i 3/8"x 7"x 9"PLATE SURE BEARING POINTS REST ON uTEMWaLL °o — a c S N r 0' 3" 0' 3" O O c0 [� FOOTING IN SLAB X 1 THICKENED CONCRETE m0 _ _ 5/8"BOLTS I I I I rJ 24'X 24 X 8' r I I I I I I z CONCRETE FOOTING- ® I o x L—J L - - —J v I I o W/(3),#4 E.W. L— N FOOTINGS: #4 @ 6'-5" 4'-1"� 2'-0" 6'-01/2" 2'-111/2" N-2" 5'-9" U 9" MAX, E.W. TYP (V I I I I 1'4" I I W J _ - - - - - - - - - - - - - - - - 0 -3 0 -41/2 0 -1 1/2 I I I I - - _ — = I — -I Ii p I 0 _ 1a � O I I I o I CONCRETE SLAB FLOOR O V ALL SLABS ARE 95S ENG.S EC o p — — — — — — /I — — — — — — — — — — — — — — — — — — — — — I I I I R10 FOAM @ COND.AREA 4 I O W 111.A2 Z q TOP SIDE PLATE BUCKOUT AREA FOR I _ I I I ELEVATOR SHOWER I -' DEPTH.PER ELV.SPEC. rn TOP SIDE��- 6� TE CONNECTION C �AE�l IONSTEMWALLSMINIMAL 5 I u 613�� _ �� VERIFY W(SUPERVISOR — Q 1111 [` w �,.5 MSCALE. 1 SC — 6 z �� m o — N III O C.b LU w' CO C� m�' .r T- - - - - - I` - - - - — — — — I m 6,_5„ 20,_4„ CONCRETE SLAB PORCH FLOOR ALL SLABS ARE 95S ENC.SPEC I I A , 85.5 sq ft (♦\`II A2 A2 I I I I' S I W Q n I I e I � N - - - - - - - - - - 5 5 z Z co A2 A2 P , — _ - - - - - - - - - - - - — Q � 6'-6" 9'-0" -12'-0" iN 14'-9" 6'-0" 7 W Q L W 0 W - - - - - - - - - - - � I2'-0' a J � (D �r N �/� Sti.uCtuui-aI ;allolut — c'op Y®t ht Const1.uCtfoun 'a[ic, Inc i'�CI) I I I -1 C) v) 0 W I I I L — 0 3 TALL STEM�WS LL (~j General': All construction shall be pier curr,Ent building ng code.and Standard Structural Specifications,herein- A2 I %' LU (� O 5 ❑ 17 HD H1aldown I I A2 I _ - O Z O U Alt 1 �Ilulbelown ��mbed� � we. o 1" of Use 117it'h Cri�ple�� �l B elca�w„ � CO Q ulel Stra T ��� I I I I (EA Holrl+�ww "l.+se'LSTFM,1�far m�rim larst carrdrtram,]CSTI�91��1 far rim�Irarst camdmtram_ I I CONCRETE SLAB FLOOR 7 O Z ALL SLABS ARE 95S ENG. SPEC Stud: Apply over sheathirLg to ling stud- min-_ 2 2x, 4x Wall larger per plan.. I I, 534 sq ft A2 I O � /, � tall Below Alt�2 - ��T`11nl�lr��-au -Bralt T�,��ar�e 1a�� Be 1�lsecl �itlh Cripple 1k �� c� Hr���ovr��m: use][IDUd_ ui t 'SDS to leg stud_rre,la-ax. 4xr larger, per plans I p ` Anchor dolt. Ifv et set.use v 8"'diameter SSTB or all thread with 12"' embedment.. o O With cripple wall belmv_ o-Lry to use all thread extension,and NW couplers- Use double stud in cripple N I I OJ attached_ I I ILL o ��rall ali ed v0tlu tud abase which has haldaarry w o a Ifrotohan e�-_use '� all thread . e p concrete embedment_ centered i stem _ I I (� ❑ Angle hole away a from edges and.ends Q x 1 Cl mum ctamnc '� li concrete to TT1mi ni mize�breakout- I I � � I '/„ I � N N I �o o.0 Q Q Z aNwQ 89 TS, T'all Stem wall at 1" arraur Shear Panel. I I (� Q I I Wjja° otrn . Per Arch „ I I I / I 4 Q a s w � ', St ;muuall. p, �� DECK FASCIA 5/4 COMP. EXT. MAT. - INST. W/ SPACERS I I ° I ,: I `�_o'T Stemwall per Arch iNith the folio ng Exceptions: �� a - must be m1n,-- 5 abase tap of slab- 2 x 12 DECK END BEAM 2 X 12 PT. JOIST 16" O.C. Stem��u�a11 height m F O , f �sw - Stem��Pa1l��'lldth m11i15t be',rxr.., "" t11711C1C_ > zwN�N / p=Y w Z U Stemall saber must contain 3. rrrurr__ ertrc.al rebar tiTMrtlr ben,d at bottom, hooked around fcaotrr� rebar_ UPSIDE DOWN HUC m - - � - LAG BEAM INTO Q I I I ;'; I ��¢w° r ;I - / follows:� ° middle , , , PAINT R POWDER AT T.B.D. ;.centered stemu all;located as follow s.use one at each end_ and one middle of stem a a11_ MAIN BEAM W/ O O CO I I ' I ;; I / ° / ;�/2��/2� O wwwa 5/8 X 10 W/ 2" 95 S- Slab on,. raclo . GALV. WASHER I I 5 ❑ / / S 26 azo�a = oz r ,,,' I I A2 I S,ub rad e. Use structural fill or clean, amular naffire maternal_ corn acted to 9 �relate%e co action_ It is / µ / u a a p 3 p j .,,"I, n n �' S169-'`JN3 ;, ... - 4 __. SIM. / -=zw� strongly recom m-e'nded that all fill below slabs be checked bar a geotechnrcal consultant- 5 1/2" X 12 GLB A2 " n " a ,L — — — — — — — — — — — — — — DPbMW31S lPb1 d w Q °z 3 z a DECK BEAM 5 1/2 x 12 GLB I DECK BEAM N — — — � / moo Jz No Slain Conn nrrnection to Con rretle'Wall: D" not canned slab tc,cc+ncrete'uu alV with dD'MuPe1s or crtlLen I o — — — u m z 'a z 4 I I I � � �" woZww CUSTOM SIDE " ooa - - - - - - - - - - - - - - - - - - - - - - - LAN AREAS 6, � UU structural fie- BRACKET DETAIL (A/Al) zw�aa ��LL p 6'6" 23'-0" 12'-9" 6'-0" — a m a Llrn�derslab I ns Lila tio n: !'law use 'S or EPS ru d foam %Kith min_, 2 psi compressive e strength order slab a aa= 50'-3" O a z If used, pro'�+ide and.instaTl per nsulatinmanulactuan 'sre'camtuend'atians- 5 1/2" x 12" GLIB DECK POST BASEMENT FLOOR 1 ,180 SQ.FT. ILL °zoz >n,olf shall be directed to a gar, slabs shall be sloped 1 'ar,min to pros de positive drainage runoff- All �__o Stab Slope: All exterior and ar w o suitable CUSTOM BASE �z MAIN FLOOR 1 ,924 SQ.FT. Stab,Finish Fitaish shall be per BRACKET DETAIL B/A1 � system. ` p Arch. If none is, specked, medium broom is recommended all ( ) OWNER APPROVAL exterior slabs- and.smooth trowel finish for interior slabs- TOTAL LIVING AREA: 3,104 SQ.FT. 18 X 36 X 12 CONCRETE Slab Thickness:Use 4'" mini_ standard concrete. Slabs which supp,o,rtve'hiYcles, should be tlickemed.to 6""x PILLAR W/ CHAMFERED TOP INITIAL: ,"mine at edges_.m�i�additional 94 corntinutious saber in thicen,d portions- & CUSTOM BRACKET (C/A1 GARAGE 513 SQ.FT. PAGE #: Reinforcement: Use any o�ftile''follo�� g: & 6 X 30 X 48 FOOTING PAD Foundation and Retaining Walls UTILITY/MECH. 24 SQ.FT. A - ° 24"" O�": each�>a�a�a, cen,teredihslab.. VERIFY PILLAR HT. � "l - Location of footing steps and / or transitions between retaining wall types shown are - Welded�T eif"abric , W `- : 6""x6'"' ( a-), centeredih slab. Splices overlap '" . approximate only and may vary depending on field conditions. ENTRY PORCH 92 SQ.FT. - hiberrxlesh per murl"acturer's recommendation- PAGE: 'ue"mtrall Jce,ints: Iaxinu recommended spaci�ng�_� ' ��", each �a�=_ This,is a non-sc -a1 item, d - Footing dashed lines may not be to scale, footing sizes to be per callouts. DECK POST/COLUMN DETAIL - Exterior cripple level, if shall be the same shear wall as COVERED DECKS 109 SQ.FT. may be changed or ormtted by 0'uvner or architectural desi er_ ppe was at craw pace eve any, a 'a� �rarri�e"r�:� Suggest a+ ; ,_- ..- lascP �r br a, er t�r slabs,_T i a , mtrc � 2 SCALE: 3/4" = 1' directly above. Also use the same posts in cripple walls as directly above. p �� �� 0 1 gg - p - All slabs on grade are 95S. OPEN DECKS 134 SQ.FT. item and may be changed or ornitted by tD 5ra,mer or, architectlr,al designer- J. STERLING CD A WALL PER PLAN WALL PER PLAN 1/4" = 1' U.N.O. 2 U) D BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM ... BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM ... A NAILS OR SCREWS /--PER SHEARWALL 05-22-25 TABLE 3/4" SUBFLOOR 3/4" SUBFLOOR LL _11EVk1l"K.,)I` A B C D E F G v w x y z A B C D E F G v w x y z OPTIONAL 4"SLAB .. .. ... ...... LENGTH FLOOR JOISTS LENGTH z SIMPSON HANGER RETAINED WALL OF VERT. (JOISTS PARRALLEL ONLY) HEIGHT POSITION r A35 TYP. ONLY FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING 7 WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR P_ REBAR REBAR TRANSV. CONT. FLOOR JOISTS . ...... 0 BOT L BEND REQ IF A>4' OPTIONAL 4"SLAB BOT L BEND ----- ---- (GARAGE, PATIO) C) < SUB FLOOR TO MUD SILL TO Lu 11 NOT F—­ 0- 4' CENTERED 18" 7 6 72 NOT 6 #4 @ 24" #4 @ 24" N/A (2) # 4 IF JOISTS PARALLEL <W 13 �0, o' - 4' CENTERED 18" 711 611 7211 NOT D 611 #4 @ 24" #4 @ 24" N/A (2) # 4 BE ATTACHED WITH 8D NAILS CD 0 of -INSTALL"G"BLOCKING cl REQUIRE 3"O.C.STAGGERED. E- LL, ........... ... Of -A PICTURE OR PRE INSPECTION IN(2)BAYS. = LU w 0 11 11 if If If If MAY BE REQUIRED DUE TO FLOOR 41111- 61 511 24 8 6 56 48 6 #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 SCREWS OR NAILS Z <0 11 11 11 If NOT If m _j z 3"O.C.THRU SUBFLOOR E 10 41111- 61 511 24 8 6 56 REQUIRED 6 #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 PLATE MATERIAL COVERING NAILSW D 00 w U) < 0 2 A /A �_ zz = LU 11 If if If If 18"MIN. '1 18"MIN. _j ZOD 61111 - 81 611 32 10 8 28 28 8 #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 < NOT _j a_ BELOWGRADE D _j 0 FZ 0 (D co 611 " - 81 611 32 lo 8 28 8 #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 BELOW GRADE w [1) REQUIRED 0- ILL. X_ Z_ cn — 7 81111 - 101 11 11 If if If If If 4"TIGHTLINE < TIGHTLINE E0 EQ I I _j 1 - 101 11 11 11 11 If NOT If E0 EQ '0 4"TIGH cl LL] 8 42 10 8 18 18 8 #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T. GUIDE 0 zz 0 0 '01 EXT.WALLS ONLY -J 1 X 4 P.T. GUIDE IS ONLY z LLI 10 0 z 8111 8 42 10 8 18 8 #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 0, EXT.WALLS u) 0 R-10 T 0 R-10 D LLJ C) 0 CONDITIONED AREA SLAB 6 ZT CONDITIONED AREA SLAB ON GRADE if if If If If ��--MIN LAP SPLICE 24"' in 101119 11 11 11 11 If NOT If ON GRADE 6--MIN LAP SPLICE 24" Lu 10' 1" 12' 10 48 10 8 16 16 8 #5 @ 9" #5 @ 18" #5 @ 9" (5) # 4 z - 12' 10 48 10 8 16 8 #5 @ 9" #5 @ 18" #5 @ 9" (5) # 4 z D REQUIRED z y L0 0 < W C14 LL 0 i SLAB OR FILL-SEEN TE#1 Lu GENERAL NOTES: NOTE #14 GENERAL NOTES: NOTE #1 FILL-SEE N TE#1 R 0, r, t 0 I� _� � _� � I � I ��J COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. tt:H _V_',H ���,� N�-',,: m FILL OVER FOOTING IN CRAWLSPACE WHE FILL OVER FOOTING IN CRAWLSPACE WHEN:N R-10 FOAM 1% R-10 FOAM NO SLAB IS NEEDED. RAIN ROCK NO SLAB IS NEEDED. I�N,6 b a 1�!'' RAIN ROCK _Lz_— COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 FOAM Z3 COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10MIL B j, D D 0, 4"PERF.UNDER, MIN 4 ERF. UNDER, MIN. I • ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 6 MILL VB * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED )(�1 1:)(j( RETAINED HT. (A) FILL REQUIRED (,,,(EXT.WALLS ONLY) NEXT WALLS ONLY) �A..1,I 1 11 IF NO SLAB z • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE IF NO SLAB L# MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE LV 0 -C C Fn I I I w 0 REBAR MINIMUM GRADE 60. 6 - 6- 12" REBAR MINIMUM GRADE 60. TOE HEEL 5' - 6' 12" TOE HEEL T CONCRETE MINIMUM fc 2500 psi T - 8' CONCRETE MINIMUM fc 2500 psi T - 8' 18" 4 *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT 91 - 10, 24" ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT 91 - 10, 2411 NOT TO SCALE NOT TO SCALE NO FLOOR —WALL PER PLAN .—WALL PER PLAN RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12' CANT. RETAINING WALL - TOP OF WALL IS NO CONNECTED TO FLOOR DIAPHRAGM ct 4 3 12" MIN. 0 1 X 4 P.T. GUIDE PONY WALL R-10 @: A B C D E F G v w x y z -BASEMENT PERIMETER ABOVE GRADE AREAS A B C D E F G v w x y z co bi -CONDITIONED AREA SLAB +: < E ON GRADE F F— 0 LENGTH 4"SLAB LENGTH 6" MIN. LL UNBALANCED WALL OF VERT. ---Ill,................ RETAINED WALL OF VERT. FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING 0 Lu HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT 0- HEIGHT POSITION HEIGHT REBAR cl WIDTH THICKNESS SPACING SPACING REBAR REBAR TRANSV. CONT. o BOT. L BEND Z71 BOT. L BEND LuN U) 0 LL w -10 FOAM z la� 11 SEE NOT R SEE NOT o' - 4' CENTERED 18" 7 6 D 6 #4 @ 24" #4 @ 24" N/A (2) # 4 W/10 MILVBR-10 FOAM— E o' - 4' CENTERED 18" 7 6 D 6 #4 @ 24" #4 @ 24" N/A (2) # 4 10, 40 E 0 u) ti SHEARWALL REQUIRE Lu SHEARWALL REQUIRE UNDER, MIN. 24" IN. < I-_ [:!2 I co 0 Lu < (D m uj Z) w 1: z 0 0 O if SEE NOT W_ A SEE NOT 4"TIGHTLINE 03 u41111- 61 #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 z 41111- 61 5 24 8 6 REQUIRED 6 #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 = — cx) <1 w Z. c/) 311 24 8 6 SHEARWALL REQUIRED 6 SHEARWALL LLI 0- M z 11 if SEE NOT 0 11 11 11 SEE NOT 11 _j 61111 - 81 611 36 10 8 SHEARWALL REQUIRED 8 #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 61111 - 81 7 36 10 8 SHEARWALL REQUIRED 8 #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 A i < in 18"MIN. 0 X-4 x I BELOW GRADE 11 if if SEE NOT 11 0 11 11 11 11 SEE NOT I, 0 CN F LL #5 @ 9" #5 @ 18" #5 @ 9" 1 X 4 P.T. GUIDE z 81111 - lo, 8 48 10 8 SHEARWALL REQUIRED 8 #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 2"CLR.___js__�0/ Lu 8' 1,, lo, 8 48 10 8 SHEARWALL REQUIRED 8 (4) # 5 2"CLR. Z) >-_ SCREENED 2" PVC '--MIN LAP SPLICE 24" Lu R-10 @: 0 S LL ui WEEP HOLES 6'O.C. CONDITIONED AREA SLAB Lu Lu ON GRADE MIN LAP SPLICE 24" U) 0 4"TIGHTLINE z u- 0 18"MIN. 24"MIN. FOR IT co GENERAL NOTES: OR SEEN TE#1 0 GENERAL NOTES: z y 10'WALL NOTE #1 FILL:- m COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ]"Att L Lij COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN EE:= < ;1�� �),)" *k R-10 FOAM PLEASE MARK ON SITE SET A a e I I NO SLAB IS NEEDED. DRAIN ROCK uj uj COLUMNS F, G, ARE MAXIMUMS. MAY LESS. ��",�",bRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MILVB 6 D 3" PERF. UNDER, MIN < 4"PERF. _j 0 • ASSUMED SOIL BEARING PRESSURE: 2,000 PSF THE HEIGHT OF PROPOSED A u�1�, * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED 6 M ILL VB C) U) in U) • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. WALLS SO THAT INSPECTOR * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF NO SLAB L-V uj -C 0' -4' NONE _C_ LL1 Euj • REBAR MINIMUM GRADE 60. CAN VERIFY FOOTINGS. * REBAR MINIMUM GRADE 60. 5' - 6' 12" 1 �e TOE HEEL TOE HEEL 0� W 0 0 CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi T - 8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF Z 0 C) ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT 91 - 10, 24" ON 0� < NOT TO SCALE NOT TO SCALE z OMa ROTO HAMMER AND 0') —WALL PER PLANWALL PER PLAN 1/4" X 3 1/2" DRIVE 1.5"BACK ON CORNER WET SET 5/8"ANCHOR BASE OF RAIN LEADER RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NO FLOOR ...... ABU66 POST BASE---' m WITHIN 12" BAWL 48" O.C. ....... 4K \A ALL PER PLAN 1/2"OSB AT TIE IN TO DRAIN PER CASE 1 CASE 2 P.T. POST PER PLAN PROVIDE CLEANOUT AT O P.T. SILL TOP OF STEM WALL SIDING PER UPC 1101.13.1 2 X TREATED PLATE PLAN APPLICABLE TO ALL 1 X 4 P.T. GUIDE 7" IF ONLY SUPPORTING 3/4" SUBFLOOR 12 11/2" R-10 @: ONE LEVEL OF FLOOR LOAD. / ,,, / ,,, n ,�`(4)GRADE 4'0,, -----------7�18" A B C D E F G v w x y z MORE THAN I FLOOR, USE 8" DETAILS CONDITIONED AREA SLAB #4 REBAR 18"x18"PLINTH < ON GRADE VERT HOOKS F7� F U) a ALT 3 FLOOR JOISTS) < c UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT FLOOR JOIST LENGTH VERTICAL HORIZ. FOOTING FOOTING A 1z)10 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING BLOCK OF VERT. REBAR REBAR TRANSV. CONT. 4"SLAB 0 N OP OF MUDSILL •z A z 4 GRADE 4 0.2 AL I cl (4)GRADE 4 SPACING REBAR TIZ-41 11 T U0. BOT L BEND SLAB ABCVE GIRD. A r R-1 0 FOAM' Z, 0� � / , /I M IING SIZE REBAR - - - - - - - - - W/10 u" MILVB/,,,,,,,,, PER FOUNDATION PLAN 0 X' x uj F % R, MIN. 74� REQUIRE W/10 IVI I L V x X R-10 FOAM",,, NOT SEE E L) T 7 F� 1z, o' - 4' CENTERED 18" 7 6 D 6 #4 @ 24" #4 @ 24" N/A (2) # 4 LL1 0 SHEARWALL _w "'A4) GRADE 40�,/ ?g ALT 4 FLOOR JOISTS LINDE M I N. X­x` X X 11_5 CF, Z) -0 -2 R I I—I 1711 I=—I I =_1 11. w _4REBA '4- U) HUNG FROM MUDSILL 2 0 L z �_�1—1 LI I LI rF, F�=, ,Li I�=, j Hr:F=, GRADE LOCATION < L M RY Lu - - - - - - - - - - - - - A z THICKENED FOOTING PAD W/ PLINTH 9 < CRAWLSPACF "y 18"MIN. 6 SCALE: 1 " l' N Oz�� LQt_ x cl 0.� x LLr BELOW GRADE PER PLAN XI-1-7 < i x OT- zo P.T. POST P < ABU6 Lu 6 POST BASE CK < SET EVEN ON CORNER m 0 >< CENTER U- CENTER cl 4"SLAB 0 a.zww z -.0 6-�-z z < i­—MIN LAP SPLICE 24" ,--MIN LAP SPLICE 24'. 2 < D GARAGE DOOR .1.0cc UU I D J, 1 X 4 P.T. GUIDE 0 1 z L_ BUCK OUT FOR GARAGE DOOR _(3)GRAQg 40 GAk 4"TIGHTLINE 4"TIGHTLINE R �,z ALT 1 -SCREENED 2"PVC 40 Lu #4 REBAR E.W. coom w I // 4" CONC. SLAB OVER 6 D �,L) WEEP HOLES 6'O.C. 1 X4 P.T. GUIDE J - I(D MIL VAPOR BARRIER ON FOOTING SIZE AND REB ALT 2 10 PER�qUNDATION PLA 0 LAB OR F1 I—III <0 GENERAL NOTES: NOTE #1 4"SLAB BELOW RD. ILL-SEE NOTE GRANULAR FILL COLUMNS C, D, E, W, X, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHE .) A A z G B N * /,// —III—III OWNER APPROVAL ASSUMED MAX ALLOWABLE SOIL BEARING: 2,000 PSF NO SLAB IS NEEDED. A,,), ),�"�,DRAIN ROCK DRAIN ROCK D 1) D 6 MILL VB C) J MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 3" RF. IF NO SLAB i 3" 14" PERE (2) GRADE 40 5/22/' i INITIAL: RETAINED HT (A) FILL REQUIRED C �� /'11 REBAR MINIMUM GRADE 40. �'(EXT.WALLS ONLY) #4 REBAR PAGE PAD UNDER SLAB 'C� LV Lv z__/ y y ffi CONCRETE MINIMUM fc 2500 psi , X, �,,Xz`,�,�"//`,�,/ z S10"M Q�W 26 0' -4' NONE -C z olllll, C CONDITIONED SLABS - R-10 @: 5' - 6' 12" TOE HEEL TOE L TYPICAL FOUNDATION WALL BASEMENT PERIMETER ABOVE GRADE AREAS T - 8' 18" @ GARAGE DOOR POST FOOTING V AB I #1 N� -#1 10 00"', F T y A 0 #4 REBAR W; TER - CONDITIONED AREA SLAB ON GRADE 91 - 10, 24" NOT TO SCALE SCALE: 1 " l' U8 SCALE: 1 1 93FP PAGE: - 6 MIL VB UNDER, MIN. NOT TO SCALE 70 c) WINDOW SCHEDULE L.)L.:.+I).Al l.. iTERLIIN L..I:.: I::" # QTY FL. SIZE WIDTH HEIGHT EGRESS TEMP. DESCRIPTION Lower Level Walls, Lower Roof, and Main Floor Framing FLOOR PLAN NOTES W01 1 1 4620 54" 24" PIC - All floor sheathin is 12FD t J S G W02 1 1 5020 60" 24" PIC g ' yp z LO 50'-3" W03 1 1 4620 54" 24" PIC - Stair framing: OPA and code. SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE ASMOKE DETECTOR LOCATED IN No �L C', E W05 1 1 3050 36" 60" FIX CASE g REQUEVERIRED SMOKE BEDROOM ADEDTECTORS SHALL RECEIVE HEIR PRIMARY POWER AT A POINT CENTRALLY LOCATED IN THE O FROM THE R OR A " N W04 1 1 3050 36" 60" YES CASE - Fireplace and chimney framing: OPA and code. 2'-3" 6'-8" 7'-0 1/2" 18'-7" 15'-8 1/2" ❑ GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, `l N W06 1 1 3050 36 60 FIX CASE 1/4 1' U.N.O. U) W07 1 1 3050 36" 60" CASE 5.5 X 12 PT GLB BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTORCM EXP.DECK BEAM AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. � W08 1 1 3050 36" 60" YES YES CASE Default header material is (Doug Fir No_2 or better �L:I1 11 l l i... )A I Q W09 1 1 3050 36" 60" FIX CASE 41 B TOP @ 109 v8" W10 1 1 3050 36" 60" CASE Default glulam (gl),L�VIL, P' L materials -see Standard Structural`Specs herein. Default LSL,t5 1. E,2,300 psi,min Fb. (VERIFY) o SHELF AND HANGING ROD. 05-22-25 M W11 1 1 2050 24" 60" YES PIC W12 1 1 2050 24" 60" YES PIC 2,x headers must be In tall orlentatlon with flat 2x.nailed at bottom In"IL" configuration w� o "' hl..V�111,a+I .')I� M..e)A 1 I:i�� LU W13 1 1 2050 24" 60" YES PIC ra m m v LU _ o} 5.5x12 GLB EXP.DECK BEAMS W14 1 2 8080 96" 96" YES PATIO DOOR Default Trimmer„Use,1„2x„or 20H or 21 H use LUC Iarger header use HUC or HUCQ., UI NO r- r 35B BUILT IN SHELVES.TOP @ 109 1/8"(VERIFY) :3:] iY W15 1 2 4666 54" 78" PIC "� M o > ° 5.5x12 PT GLB 5.5x12 PT GLB W16 1 2 4630 54" 36" PIC Default King Stud, opening 6-teet vwlde and Ie'ss use 1,full h•ei:ght stud each'end plate to plate'_jl d a0 I, 2 Q o m CANTILEVER DECK BEAM CANTILEVER DECK BEAM mo 0 o d 2 N N 0 W17 1 2 5030 60" 36" PIC I9 N w~ 4$ 10 -TOP @ 109 1/8"(VERIFY) -TOP @ 109 1/8"(VERIFY) ' O Default King Stud, opening wivider than 6-feet,use 2,futll height studs each end (plate to plate,.), A3 17HD 17HD THIS END EXP. THIS END EXP. W19 1 2 4666 54" 78" PIC 2 __,° Q 0'-6" 0'-6" 1'-9 1 2" 1'-0 1/2' 0'-6" 0'-6' 0'-6'" ❑ CABINET OWNER/CONTRACTOR TO VERIFY. Trimmer,each.end(if Ring Stud,,each.end „'-3" 4'-6" 5'-0" 4'-6" 3'-0" 3'-0" 3'-0" 3'-0" W20 1 2 5066 60" 78" PIC Callouut �7%jin,use' Alt 1 min.use Alt 2 min.,use, ' � � A3 ;,-m��, C° � 04 3050 CAS 06 3050 FIX CA E�'m �, J Uj J Q I� W21 1 2 4666 54" 78" PIC blank use default abflvre.)blank uuse default above=e'. o � "` �'m o} � �m o i I -w- '; � �WO 4620 PIC W02 5020 PIC W03 4620 PIC 05 3050 FIX CAE 07 3050 CAS EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 W22 1 2 3060 36" 72" YES CASE a� UL a f _ _ ❑ SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24„ SOD > �wUw Q o HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. TJ- , W23 1 2 6080 72" 96" YES PATIO DOOR 2QH 2x6, "IL' cOnfig 4x6 �a> x�a> ,l,�Q 1 � � � � I�, ,,© 21H@96" � 21H@96" � 21H@96" � 21H@96" W24 1 2 3060 36" 72" CASE a o � a o 21 H 2x10, IL' config 2 2x.8 4x8 M w 'w zo 1,_2„ A3 21 H 96" 21 H @ 96" �H@ %W25 1 2 6016 72" 18" PIC oTEMPERED GLASSW261 2 3016 36" 18" PIC 22H 6x8 4x10 2 m m CP v 1V-2 1/2" Q 51 oLU M6 W W27 1 2 3016 36" 18" PIC FURRED OUT WALL DEPENDENT 1 00W1 1 4 w L�ow� m J 0 0 23H 5.*,�X1,a 5 gl 0-7x12 gl 2 3 ON GRADE/STEMWALL THICKNESS -CORNERBENCH m of�"2 m w¢ u J W28 1 2 3016 36" 18" PIC (N HE �i '' X 3'-0' ' m Y w w n v? z ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE m o rvERITvIOcnnO 7 19 SQ I�T �v>v o w= z a 24H 2„2x10 4x10 z °J INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Q W30 1 2 3050 36" 60" YES PIC 3068 o p a a�' Y RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, Z W30 1 2 3050 36" 60" YES YES CASE a 0 co �w o o L �Prr w o o Y x> z m END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE O W31 1 2 3050 36" 6D" FIX CASE ? w w Q LU Lu 1�1 Z — INMESTRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN W32 1 2 3050 36" 60" CASE Ptr No 2 or better.. Q � / , >,p U m a U)z O DOOR SCHEDULE �� �© _- a C° EARTHQUAKE.MIN.EFFICIENCY OF 91% — a Default sawn material is Doug Q� � , % - U) Default Italam I L1JL PSL materials see standard StruOtural Specs herein- Default LSIL Its 1_ E 2 300 psi,min IFb. •r / # QTY FL. SIZE WIDTH HEIGHT DESCRIPTION g �g �, , p n n p a N II�.If�C„ II 0011�1 1."£ r I V I v001`�k� � , � If�IL II II OO Ili p 3 m � �; D01 1 1 3080 36" 96" EXT. HINGE "..4 F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. > 1 1"••••2,"" X 1 °••••6"" 4.,}CO I r- _ 14"••0"" X 10 •••8 n % EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL Ll I U Default wall connection_ llln. 3 bearing In pocket Ith post below per Ian. and end post connection; per beloW. N , D D02 1 1 18080 216 96 GARAGE a � p p p p p p p 320 S� II•=�"' I 9'CEILING _ ' 1�y� S� II••••T � � � 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, � � D03 1 1 3080 36" 96" HINGE rn 4 n BATHROOM,OR CLOSET. PROVIDE AT LEAST 30 OF WORKING SPACE IN FRONT OF Default bear on top plate..(Bear on full mcIth of tap plate,with,post below per plan and attached with 2,HGA10.If sloped, 9 CEILING 9 CEILING O FURNACE. D04 1 1 3080 36" 96" POCKET - -� D05 1 1 3080 36" 96" HINGE bear on mitre cut butt end' D06 1 1 2680 30" 96" HINGE 1 2 1V-2 1/2" 6'-8" n '-3 1/2" 11'-5" PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF Default end post connection.. ILCE„ACE, EPCZ, IE4 CQ, CCTQ, cleats, or Sl.mllar. 1 O "MM'" CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL W D07 1 1 3080 36" 96' POCKET COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF D08 1 1 3080 36" 96" HINGE Default corner post connection_ ILCE4 ILCIE4Z RTC44 Or IECCIL _ ) / D09 1 1 6080 72" 96" SLIDER p Q '°o 20H @ 96 BEARING WALL 24H @ 96 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR Q 1WA EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF Default mid-past connectio-n: ILPCZ., PCZ, �.CQ, or similar. n — — — — — — coo 8 — — j p D10 1 1 3080 36" 96" HINGE A3 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER, D11 1 1 21080 34" 96" POCKET Default beam to cone wall: HGUM hanger with 5/8x4 Titen;HID, or GLIB wet-set beam seat. � °� °� _ ¢ % zo Q D12 1 1 5080 60" 96" SLIDER N C.,IL..OSII.:I - MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Z D13 1 2 21080 34" 96" POCKET Default beam to beam connection Hanger:'HU, HIUC, HUCQ or simi l'ar (Bear on tap„2,HGA10_ 1'-11" N 10 7"X '1" o PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 T IS END TO BE o �x�elr D14 1 2 2 2" HINGE C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW 880 3 96" G IDefault Steel'WWide Flange= 60 1c51 a A9^92 per Std..Strict I Specs herein_ I.IISe 2x Haller On top or7rlrUected w+r/2v SDS DRYWALL WRAPPED � o D15 1 2 2880 32" 96" HINGE _ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, n /. 5 " .. . i i _ o0o N n 0) D16 1 2 3080 36" 96 HINGE 1.4x1-�J @ 18 up through,bottom of top flange-At ends i.i5e full bearing.On,WOJd member and connect W/2., 1/2 x 4 fags c; o � AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK z x D17 1 2 3080 36" 96" HINGE thrall h b0ttclm flan e t0 centerline of begin m'embe'r. o _ 4 o� O PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE O g g g r` CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX D18 1 2 21080 34" 96" HINGE _ R \ BUI T-IN TUB t z D19 1 2 3080 36" 96" HINGE Connector(if blank-use � 10 3OS _- - - ILEwALL3 CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH w °o C'a:llom,t� Win.,use Alt 1 min.,use r1Llt min.,use, y� �P�'r to ¢ 2'-9 1/2"��3'-0 1/2" T-3 1/2" 2'-0" DOMESTIC DRYER EXHAUST. O default,above) 2 O ® VERIFY TUB AND CABI D20 1 2 3080 36" 96" POCKET _ �DIMs TO o D21 1 2 3080 36" 96" HINGE LATE 10011 FOR TOILET 3OIB 5..5x12 gl mostly decorative �, 0 BEARING WALL °Q M HAVEADEI AAl IrN1�001`�4 ' � 1 D22 1 2 3080 36" 96" POCKET 3118 5. x18 gI, A T m 46 SC1 T = 1 AS A CWHOLEOCOK TIMER WITH AUSE FANS LZONE RATING OF 1L HAVE A MANUAL COONTRROSSND AUTOMATIC CONTROL,SUCH ° stx luCtIll al C allout3 -C,cal^fw l llll ,BlfStl tl t�ddIlli ,Al��Inc ,T J n T ❑9 CEILING �0 FARING WALL Use min. 0 5x12 lulam' Mlln;_backs pan 12'_This beard 15 this header for l4 irdOWS below If.If this beam acts as A 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. p 2 ._ IIIhVI IN „ Cxeneral.All construction shall be per current building code and Standard.Structural Specifications,herein_ - FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2 PLYWOOD. Y p € p 3,218 wall to Vate connect studs and mullions to thI's beam.'..with A3� and screws, If beam bears on wwall to late, N ,° ,.„ p p ti ,�p p p � I I I I I� � N � 2 r >�, � CII�.D�,11..� 'I 2 connect with SIDS 1/4 x 6 12' max rr through to Bate ilnta'bottom,Of beam_ _ r 1 a:,I... N 1'-6" ,,r, >cFp'o" � ❑ 5'-0" ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 17 RD Holdown @ p g p p O IA.: M s0 I r 2 11 spa I r "� � A3 Ira ¢� ❑ Q SEALED TIGHT. M a Alt 1-Haldown-Imbedded StrapType. m Not Use With Cripple'l�^'all Below) 35B 5..5xl 2 PT l HUC ea end' o- M � ¢ GUARDRAIL 36 ABOVE FINISHED FLOOR.STAIR HANDRAIL 36 ABOVE STAIR NOSING. m " g z "� = =D12-5080 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS ° Ho'ldowvn:Use LSTFM 1 O for no run joist condition,LSTHD'IOIt.I for rim Joist condition- v � � � Q � ❑ THROUGH PER I.R.C.SECTION 312.2. 'w 'ti. ..... _ 00 w °ia 'l0 BEARING WALL Stud:Apply ly river sheathin to kin stud.min_.2-2x.4x or larger per plan- 5 = o io C 0 pp 3 p p Use min., ,-.5x12 PT glulam. Min. backspan 13..This beam is the header for openings belowv,If any..If this M m e -, " I _� 15-6 4'-5" 4'-7 1/2" 2'-8 7-4 4-3 1/2 _ 2-11 6-6 _ - PRE MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR Olt 2 Holdoavn Bolt TN ( lag Be Used With Cripple all Below) 36B beam acts as Wall tap plate,connect Studs and mullions to this beam With A3 and screws,typ If beam bears On RISE 121 /4" u, CD TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO .. _ ,� CD ir, V - T�' 2-2x RI E =7 -7 1 Hnldovarn':I'''se',HDLd_vvnth 6_SL1S to laic stud__min...� .�_4x.car larger per Jan_ I � I I S S /8 9/ 5 cODET. � 2 m � � MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE ;; � p p 'wall top plate„connect with SDS 1/4 x 6 @ 12 max.up through top plate Into bottom...of beam....... _ !, TREAD DEPTH= 1" UP o O❑ M 6 N ® SURROUND&HEARTH MATERIAL. 00 J nCllll}r BoIt:Flf wwret set,L19e "diameter- T or all thread,ww7tlu 12" min embedment. 1'-9 1/2" READ ON1 ITE C:1 DET. 1 o LL I" EMP. itku cripple wall below oka? to use all thread extension and C lbw couplers_Use double stud in cripple' „ 77M FL R RFA E HALL BE MIN.4"CONCRETE. SLOPE CONCRETE FL_ r "_ "" "" GARAGE FLOOR SURFACES S S CO C S O CO C FLOOR -- Same.as 3618 except m;in backs pan 1.�,..7,. . May be shaved to 11..8 tall at bacl�s an,end to fit In floor cavity. 4 5 5 2 1/2 7 7 1/2_ 13 8 1/2 wall g attached. 37B p p y p ^� �AAl in U '� 5a..a -' If rotoh�artuma�er.rase 5/$�allathrlead&clyaay.hwRnith Il0"min concrete embedment.centered 11^u sierra wall. � BEARING WALL o � N MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. �a 38B 1.7x11.8 ILVL at IF_P &78M above.. LL o t Angle hole away from edges and ends of concrete to xn,rmmie breakout. PER ELCD DOOR OEVATOR CAT ,� ❑ ® M 1 6 20 MIN.FIRE RATED DOOR W/SFLF-CLOSING DEVICE. 39IB 3.6x11.8 PSL or ILVL 13 7 N1 Mullion DESIGN N a o Cn General:These are specified to resist-%indloads_ 40B 5..5xl2 PT gl Coins to,pasts per Arch CII'�AWII,. SII�ACIf� A3 C II...OSII T(I:::I I.::�r) I�I III Y If�If�ll, 11 0011 i 4 77M � _ � u, Mullion-Use min-2.2x6,continuous bottom plate',to top plate,_ 41 B 5.. x12 FIT gl UI pslde-dawarn.HUCQ to,40B,typ.. l 1f'X 5' ' o a p, � = LL LLI " 0 15....0"" X 33....3 QD �, c�i T a 12 .t X"�....:'.� M 12....11 X 110....5 � U a o z � I,�q N GENERAL NOTES o U) Header Connection:Headers)may be supported,width 2x trmmer or hang on this mullion wwrith 4218 5..2x11.8 PSL ar ILVIL ti rn t° o oa c� — �.... ra 4g £ SQ II T �0 SO II l 1 s S & II T aay concealed flange hanger per header table. "' 9'CEILING 9'CEILING g ® o Q II Il., II Il..11 431B 1 7x11 8 LVL ? - 1tii 1lnllaom , TE6P. , o o ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. wQ C� "t" �i°n LLi I� Gener al:These are specified to resist veind loads. 4418 6 7x13_ gil 6x15 gl 7x14 PSIL N o- 59 21 H @ 96 ox, 20H @ 96 OH @ 96 °� N — z z m 11 Mullion:Use min_,2, 1_75x5..5 LN Is,continuous bottom plate to top,plate'_ Joists,Cdnd Rafte1 wi � D04-3080 � 01-3080 4, ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. � Q _ II, O r::a w r I � BEARING WALL � �" - _ m � �.l IC., � e a > �• Top and Bottom.C'onnectunn.Connect at top plate,and bottom plate w>tirlth._LSO and.screws- Default ranter or deck joist to beam connection Is coil Or s4klp blOcl�ing and H2.5A, Or H1 r Or A34 w+with screwws. , Ill BUILT IN BENCH 1 10 ] 5 P C H,e'aderC"onnect<on.,leader s rna�be s errted�w^ath2:�trLtmnnerorhan on, � _ _ _ _ VERIFY HEADER HEIGHTS WITH SUPER. . p g At edges of decks, landings,stairs, etc..use multiple foists and Or blockiing as necessary for rail post connections- All C z o 3 2 7 3 , 6 0 concealedfTan e hanger per header table. railings are designed b others, UNO and shall)meet code far lateral loading.. — — — — — No'-10" q U-6 X 1'-0 °a o 89, TS Tall stemvarall at Narrow Shear Panel. g y g - 6 0 � "' m W o ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED Footing:Per arch Framed root overhangs,eaves outriggers, etc..use I'RC comlpllan,t construction.. 4 II AUII�IIIIY �, II, I II IIY IIOIICII N m OTHERWISE. (y TEMP N o N Sternwall; Sterriwv�all Default sawn material is IDOLi Rr No 2 or better.. Exposed to,weather shall be(Pressure Treated PT 10"•5 X 8" "7"" = CD 'I co 14" 9"° X 6" 7"" x o 0 � z lr g exceptions- g p o per Arch vv^ith the foll'ovrin ex Stern vrall height must be min..36'"above top'of adjacent slab. Default sawn face mount hanger is U,ILU,ILUS, Or If sloped'rafter use ILRUZ_ 8� SO If=T � � � 52 SO If T � � ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTEDUj 9'CEILING 6 9'CEILING OTHERWISE• - Default sawn to flange hanger Is JBA, ILB', IBA,or IB welded'a use ILB,B'A,or IB TEMP. z C) 5.5 x 12 GLB EXP. 13 Stem-wall vv idth must be z _$" thick p g g pp -; �, BEARING WALL 1 O 11 0 o B ROOF BEAM O Stemww all rebar must contain 3,min.. vertical rebar vv7tkr 6'"bend at bottom hooked around footirug N (� An national'I-gist brand equal!or stronger may,be substituted " — •— — - —• —; — - o TOP @ 1091/8 13 t o o PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER LL rebar,centered in stemvv°all-located as follows-use one at each end_and one m middle of stern aualll. y g g L'1 - - (� -Joist roof overhangs,extensions outriggers, and cantilevers shall per per manufacturer's recommendations. wH tJ�IIL..I TY/M")(2' (.�l 9. �, DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER 7 g gg p p Cl) a,5,0>c 1r7'° D W e _ Lco 1-joist dace mount hanger is IUS or MIU -' 24 spa I.r. 0 20H 96" °A '�° FOR LOCATIONS. z 9 - S Slab on.(Grade Default 6,_6" N 1�e g"_0"" �, 12"0" @ T-0" S-9" 6'0" 2'0" Subgrade:Use structraralfill or clean,granular nath7e material,compacted to 95?,,r relative compaction It IDefault 1-joist top flange hanger IS ITS, HIT, Or MIT 7 BEARING WALL �z'o � N 1'-0" i' 0- U? a is strnrti ,.recommended that all fill belay slabs be checked b a eoteclirircal consultant. ❑ '— — - 3 a FRAMING NOTES z y m C�'onnertoir(if blank use, 14'-9" � v LU � LLJ C:'allncut Min.,use hilt 1 min.,use Alt 2 min_,use li"r'ote's _ default. abc�w�e) 16 0 — � ., 1"�o Slab Connection to Concrete Wall.LB'o not connect slab to concrete uw°a)Il vwith dowels or other REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. V �/� structural tie_ 64J 11.8 BCI 5000+� 16' `V U U) 0 U) COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF ' ' I —y LL1 Underslah Insulation:May use_XPS or EPS rigid foam wv`xth mil 25 psi compressive strength under Posts o FOUNDATION/SLAB/JOISTS BLOCKOUTS. W L.L slab If used,provide and install per insulation manufacturer's recommendations. 'Treated(PT),where exposed to weather or In contact wwi,th concrete. TALL STEMWALL A N Use,Pressure Default sawn material I!s Doug (Fur No 2 or better IPT may be Hem (Fir 42&better.. — — ENG.-89TS FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR V F Slab Slope:All exterior and garage slabs shall be,sloped 19,6.ruin to provide positive drainage runoff All � SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT w V O materials-see Standard Structural Specs herein.. o runoff shall be directed to a suitable receiwiru, system. , p O U 8 Default gllularn�gl),L'�+'L PSL ilea ? ? ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL Slab Finish:Finish shall be per Arch If none is specked-medium broom finish is recommended for all Default bottom connection on plate: 2,A34 with TECO or screws,or 4, 16d face nails.. �a O PRIOR TO THE FABRICATION AND INSTALLATION. �/ Q exterior slabs,;and smooth trowel finish for interior slabs Default bottom connection on beam: 2,A3'4 with;TECO or screws„Or PCZ.. 1]l z Slab Thickness:Use 4"min..standard,concrete.Slabs wvrhichsulpportvrehicles should b'ethlckened,to ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED � O M Default bottom connection on concrete., IPB. or AB,or ABU or ABW„ or CBSQ T Q 6"x 6"Hain at edges_with additional s4 continuous rebar m thickendportions. BY MANUFACTURER Reinforcement Use any,of the following_ Blocking through floor cavity: Use solid blacking through floor cavity.. Blocking to be similar to post above. Blocking o � Mini.. =4 rebar at 24"OC,each way,centered in slab. may be,connected with Clips„ nail!5,screws,cheats„or slmlllar.. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE M Welded vvire'fabric,min-,IV2-9,6"x6 (6'Ga).centered in slab Splices overlap'8" min_ C.0 AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE Connector(if blank use, rn GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" - Fibermesh per manuufactuur er's recommendation. C°alluaurt l�In.,,use Alt 1 min.,use Alt 2 min.,use 1"1?ntes o default_ abciv e'), p _ GAIT AC31 os6 OR EQUAL. Control Joints:3�4laxmuuim recommended spacing S'OC' each vw�aw"_'This is a iron struictuural item grid N 2 701P' 2 2x4 4x4 1" 10"°X 2° M may be'.changed or omitted by Owner or architectural designer_ - 2 6"" N " Vapor Barrier:.Suggest a min._6 mail.,plastic vapor barrier under interior slabs.This is anon-structural 711P 3 2x4 2 2x:6 4x:6 N 50� SQ II 1 o � PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO a item and may be changed or ornitted by Owner or architectural designer.. 72P 3-2x6 6X6 4-'2x4 Y CEILING �o 2 b 9 �; N FLOOR HOLDOWN LOCATIONS. w° N N 1 rJ o zaa¢ 1/2" SHEETROCK �, I� PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING ��az / ,, CONCRETE WALL THICKNESS �Q - LOCATIONS WHERE THERE IS BEARING WALL ABOVE DECK FASCIA 5/4" COMP. EXT. MAT. - INST. W/ SPACERS �� �� =w°°w L° PER DETAIL ON A2 �w ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 0�UY° o3 -W> 2 x 12 DECK END BEAM 2 X 12 PT. JOIST 16" O.C. _ w¢=w a R 21 INSULATION INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE J aX=za 2 X 4 WALL 6" FROM CONCRETE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ?g �N LAG BEAM INTO UPSIDE DOWN HUCQ t" BUILT OUT ONLY IN FINISHED AREAS CONNECTIONS. ��¢w° MAIN BEAM W/ - PAINT OR POWDER COAT T.B.D. r � w.az° 5/8 X 10 W/ 2" r ' � _6 1/2" WEDGE ANCHOR 48" O.C. z��=LL GALV. WASHER � J aa�°° z z 2zwaa 2 X BORATE TREATED PLATE z° LW ° ° 5 1/2" x 12" GLB TALL STEMWALL O3 o DECK BEAM 5 1/2" x 12" GLB ENG 89TS o zz�zz TYPICAL FURRED OUT WALL IN BASEMENT 21'-113/4" N 6<� DECK BEAM °°z» CUSTOM SIDE 000 SCALE: 3/4" = 1' (n '.6 BRACKET DETAIL (A/Al) \I \I PLAN AREAS g�� 6'-6" 23'-0" 12'-9" 6'-0" 2'-0" o m Ic OZ 1 5 1/2" x 12" GLB DECK POST I CD TYPICAL HEADER FRAMING BASEMENT FLOOR 1 ,180 SQ.FT. W 1/2 SHEETROCK WINDOW W/3" POST HEADER MORE THAN 5' WINDOW W/6" POST HEADER LESS THAN 5' r CUSTOM BASE CONCRETE WALL THICKNESS BRACKET DETAIL (B/A1) a �? PER DETAIL ON A2 f MAIN FLOOR 1 ,924 SQ.FT. �7,� � OWNER APPROVAL 18 X 36 X 12 CONCRETE a R-21 INSULATION o TOTAL LIVING AREA: 3,104 SQ.FT. PILLAR W/ CHAMFERED TOP 2 X 4 WALL @ 6" FROM CONCRETE INITIAL: & CUSTOM BRACKET (C/A1) HEADERMORETHANs HEADERLESSTHANs BUILT OUT ONLY IN FINISHED AREAS GARAGE 513 SQ.FT. PAGE #: & 6 X 30 X 48 FOOTING PAD CONCEAL FLANGE r HANGER EA.SIDE (2)KING STUDS (i)KING STUD FROM ���6.. VERIFY PILLAR HT. FROM TOP PLATE TO TOP OPLATE TO IIIJJJ 1/2" WEDGE ANCHOR 48" O.C. UTILITY/MECH. M H 4 C�/',�J F ABOTTOM PLATE (1)TRIMMER BOTTOM PLATE UTILI - 1 /--'EC' 2 - S —"- T'5 y {2r�i d�'ranexNu'" (2)KING STUDS (1)TRIMMER (2)KING STUDS (1)TRIMMER � -�� .:��<. �/C.� V Q C FROM TOP PLATE TO FROM TOP PLATE TO 2 X BORATE TREATED PLATE ENTRY PORCH �./� VQ.FT. BOTTOM PLATE BOTTOM PLATE ° w 'x!u#w' ME"' PAGE: DECK POST/COLUMN DETAIL TYPICAL FURRED OUT WALL IN BASEMENT COVERED DECKS 109 SQ.FT. SCALE: 3/4" = 1' _ 1 � ,� �� ¢ SCALE: 3/4" = 1' OPEN DECKS 134 SQ. II °'y GENERAL NOTES 1,11,:•.;I�bI�I,,I:� ill. I,�I ���I I I,,I::/ I:i : 50'-3" z J. STERLING N 2'-3^ 13'-3" 34'-9" ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SC', }rl..l::::' N a II B Y? 9 "" 6 5 %�i__ N DECK FASCIA5/4"COMPOSITE EXT.MATERIAL-INSTALL W/SPACERS �� — w I}I,,,il/„,r� Y• r,2 I�/� i°��,;I Ili., Intl I:, 0 r1 ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. 1/4 = 1 U.N.O. D da tail Il,a,-tdl 2Y, 3116 5.5 X 12 PT GLB Px "r III li /,H1'' 9 rid t, 6 � 5 4 o EXP.DECK BEAM o VERIFY HEADER HEIGHTS WITH SUPER. i ai J 3 1 "1"'"1"Ac I A l I:'.'. Q 2x G 41 B TOP @ 109 1/8" N .. ...... ... .. ... (VERIFY) m 2x gf* 1 I1 t 5 4 1,,,,,, 3 2 WALLS ARE 2 x 6- 16 O.C. STUD NLESS NOTED - """ .......... EXPOSED GLB'S USED IN DECK TO BE: ALL EXTERIOR S U O5 22-25 2X 1u, I 10 11o/y 161 1 °1 I.A, 110 8 try J � 1 3 DECK FASCIA5/4"COMPOSITE EXT.MATERIAL-INSTALLW/SPACERS LL Intl Live '. . _ _ ._" : _ - . __. .. .._ _. _ _. _. .. .... _ . _. _ _.. m m q • TREATED W/HI-CLEAR II WOOD TREATMENT o OTHERWISE. o IiiC7Sul) x "� c�w ° • TO HAVE WATERPROOFING SEALANT ON TOP GO hh.: /4`'." (..) h,:.7 :., w 2x H DrL,ISPr,Hlr 9 / a 4 4 s J m m (1,r 5 a o} 0 5. 12 GL EXP.D CK BEICKEAM p a Y • TO BE METAL CAPPED 35B ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED ? .r.. ............... w�w TOP 091/8' VERIF 07-25-25 REV.1 IX.31L VLVL 5 4 3 e... .....:: o a> m ssxl PT GLIB ssxlGLB OTHERWISE. a IF SIDS ARE 2x12PTJOISTS 16'O.C. xBEAM d ,, USED INSTALL PER FOR PLANKING W v q3 ~ CT PI@ 0 1 SE( RIFY) TOPI@ 10 1Clr}PSI I 1 a' <'x P$ 1 rw016B,T/n I CK BEAM ;I 1!/r l UI i"„��;'"d'dl, ra x M _Id)I„¢u.,,,1 d SIMPSON SPAN TABLE THIS ND EX THIS PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER,.a ,I ill I `II'P H 2 2 FOR 6Q PSF LOAD. A4F DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER O ;X ,Cry Ill ".l'9 I4t 4; a A3 A3 0 0 2 x 12 PT JOISTS 16"O.C. 2Z 1 1................. _ iE- 1 , fi 0 rn ¢ mw� ¢ mw� ¢N F�� 81L TI E H N FOR MB RTEC PLANKING FOR LOCATIONS o 'a o> a o> W Default header material is (Doug Fir No-2 or better ���1l� _ _ _ _ — — A4 FRAMING NOTES x o o- L Q N Q Q „ : 6FN 0� 161X ELOCKIN('�tlf.. 2o ux,ao� �� ux,ao� 0o A,�Q �, w / U /w / ,> mum w w w / co X 0 (n -X (n r'f J f^- h- LAfF C"LD; BLn CKI,, Default glulam jgl),LVL, PAL materials see Standard Structural Specs herein. Default ILSIL is 1.5E,2,3Q6 psi,min IFb. w w , w w , w a a a w ww II o � � m 0� m 0� _ ;o REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. O ;x headers must be In tali orientation with flat 2x:nailed at bottom in"IL" canflgulratlon v D 01 v 0 J (I 0 o Q'o w W Z U m U m o a o o o o m a a m Y w w " COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF (n DTT27 LJL LJL 07 LLl W II J >U Z Default'Trimmers use 1,2xp or 20H or 21 H use LUCr larger header use HUC or HUCQ, UNO w�z FOUNDATION/SLAB/JOISTS BLOCKOUTS. Q 81L 3� 3� 3� Fw�z¢ r-o,O10 z (n Default King Stud, opening 6-feet wide and less use 1,full height stud each end (plate to plate'-) E ° o � .0 a 11�0 Y �w��Q �wa�U >�z< p Default Kin Stud, a eNn wider than 6-feet,use 2 full height studs each end late to late A4 x x � / x x>�z w w .o Z — p g (p plate.), w w Q O FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR nzo — �, z a o SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT � b- (n Trimmer,each end if Kin Stud each end m a��� � O LA — Callou�t �rIin Use ,Alt I min.use Alt2 coin. use ( � � � �'� �' � � � j ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL blankuse default abmre.)blank use default abo'x=e:- o o ��' %% ��' m 00 PRIOR TO THE FABRICATION AND INSTALLATION. « « I%I ti W as aa.'. ! �-, D o, co 20H 2x6, "IL' config 4x6 (I I A4 ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED Q °'w °'� f, BY MANUFACTURER 21 H 2x18, IL"aanfiig 2 2x8 4x8 � 64J- 11 7/8"BCI 6000 1.8 16"O.C. O 221N 6x8 4x16 2 Ln 12 FD FLOOR DIAPHRAGM FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE CV i i W i�a i i I% I � 23H �-,�x1� ,� I 6.7x12 I 2 3 i AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE H t BEARING WALL j (V 24H 2,2x1 t3 4x16 Ga I g LAC '/Am Q r,,, I , , GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" � Beaziis, A4 A4 O OSB OR EQUAL. Default sawn material is(Doug IFir No 2 or better.. 39B 3.5x11BOT.@ 1091/8., /8 BEAM oA oA O 15'-6" 12'-4 1/2" 22'-4 1/2" PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z THI DTO E LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Default glulam (gill,L�1PL, P' L materials see Standard Struetural Specs herein- Default LSIL as 1-5E9 2,39f1 psi,min IFb. D A L RAPP D o FLOOR HOLDOWN LOCATIONS. Default wall connection_ Min-, 3' bearing in pocket with post below per plan, and end post connectian,per behave- z' n — PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING O Default bear on top plate::(Bear on full!width of top plate,With;post below per plan and attached with 2,HGA10.If sloped, — D o bear an;mitre cut butt end'- A4 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. LL ° Default end post connection:: ILCE,ACE, EPCZ, IECCQ, CCTQ, cleats, or similar.. ALL CONNECTIONS TO BE SIMPSON OR EQUAL o Default corner post connection- ILCE4, ILCIE4Z, RTC44,air IECCILQ- �e a BE0 ARING WALL pQ 1.7x11.8 LVL FLOOR BEAM ,>p I° .� M B „ , , , , D BOT.@ 109 /s" C m ( ( INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE Default mid-post connection: ILPCrZ., PCZ, CCO, or similar. ,,,,, 7t A4 5.2x11.8 LVL DROPPED A4 TA4 'o� BEARING WALL f' CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM Default beam to cone wall: HGUM hanger with,5/8x4 Titen HID, or GLIB wet-set beam seat. FLOOR BEAM-TOP @ 1091/8" W-11 1/2° 42B 43B _ CONNECTIONS. Y Default beam to beam connection Hanger::HU, HUC, HUCQ or similar (Bear on top,2,HGA19- 4'-11 3/4'u� 15'-6" r 11'-5" _ T-7 1/2" N " 4'-3 1/2" 4'-5 1/4" Lo Default Steel'WWide Flange= 50 ksi,A9,92 per Std..Structl Specs herein- Use 2x nailer on top connected w/2,SDS � � � ( � M C e o 1/4x1 5 18"a through,bottom of to flange-At ends use full bearin on,wood member and connect w/2. 1/2'x 4'lags B — A6 p g I� g g g - thraughbottom flange to centerline of bearing member. N N W ' o a 'o� A4 �oQ BEARING WALL m i 436 � Connector(f blank use `° � � °' :�' � ��F �� 436 0� , o a � o C allout Ifin.,use lilt 1 min.,use .Alt 2 min.,use Notes m � m � 0� 1.7x11.8 LVL FLOOR BEAM O o i o� 0 default,above) Oo �,., -BOT.@1091/8" J� =wa¢= i\ ti 361B 5..5x12 gl mostly decorative o °' Jl� co co O 0 V LL 3116 5.5xl 8 gl ( N 0 m 77M 15'6' , BEARING-21/2" / 1wALL 5'-2 1/2' T-7 1/2' S' 10 1/2" 4'-4 1/�rr l E — 'a. Use min-, 5 5xl2 glulam Min-backspan-12-This beam is the header far windows below it..If this beam acts as Imm 3,2B wall top plate,connect studs and mull)ans to this beam with A35 and screws,typ If beam bears on wall top plate, A4 5.2x11.8 LVL DROPPED A4 m €€ pp C ( 1 FLOOR BEAM-TOP 109 1/8" ,© 43 B o 43 B A6 � p. connect with SIDS 1e'4 x 6 @ 12' max up through top pilots Iinto bottom,of beam- D 42B @ D - q4 I 1.7x11.8 LVL FLOOR BEAM [[ fi°ln �tnn1'tl� IO<out — C:ol��i'n'nght CO n:Sti-U 'Itnonn ak, IHC (CCI) 35IB 5..5xl2 PT gl HUCQ ea end BOT.@ 1091/8" � A4 p u, N LL W 77M _ 11 z W General: construction shall be per current,buiildmri C&7 t ttnuLtlrtl o ' 64J 11 7/8"BCI 6000 1.8 16"O.C. p 8 Use min., 5.5x12 PT glulam. Min. backspan= 13 This beam IS the header far openings below,If any..If this ;f, � � I f � o aay II 12 FD FLOOR DIAPHRAGM d Il..u..i L.u..0 s specifications herein- 3&B beam acts as wall to fate,connect studs and mull)ans to this beam with A35 and screws, If beam bears on p p tti p ) Qp WallI to late„connect with SIDS 1/4 x 6 12 max a through to late into bottom of beam5-16" i W eta?lira tYl,*. p p p g p p 16'8" 4'-9" �Q o Z B:iD Z i2 �� �lo1�t " � �,� � �,, '1 _ N _ _ Q, � 1 — J ��.p ,.� w Sheathing:With joists at 24 or 1`9- Off",use min., 24 oc rated, A:PA:' turd I — — i, p m L " u D Q x:a w N " Same.as 3616 except min backs an 1.�,..7,.". May be shaved to 11..8 tall at Backs an,end to fit In floor ca~�'i '. � � BEARING WALL m � �.,I ,i., � c) � > Floor-- eitliei species c" I, or species a1ip - a be.O ]B or 3713 p p y p A4 N-11 1/2" &,rood- � 1'-0 1/2" p 38'B 1.7xl 1.8 ILVL at 11=-P &78M above.. g- ] t 16'" O'"C.use man-, 161ac rated_ A.PA: ' tuurd-I-Floor, n w Q Sheathing:With,joists a 391B 3.5x11.8 PSL or ILVL min. 1`9/32"" thiclr.. May be O B or pl iraod_ Good f'or 245 p'sf T�L I L 3 � 4d6 �' m m 64J- 11 7/8"BCI 6000 1.8 16"O.C. - x12 IPT gl Canns to pasts per Arch N 12 FD FLOOR DIAPHRAGM o 0 C° deb 411B 5xl 2 IPT gl Upside-down.HUCQ to,491B,typ.. N �, x o Sheathing Layout: Case I per IBC 2306-2-1'(I)1 421B ( zo � � W Q 5..2x11-8 PSL or LVL 5.5 X 12 GLB EXP. Q O > r - Orient sheets continuous,over hiro or more spans, '46th the,long dimension across. 436 1 7xl 1..8 LVIL BEARING WALL �© ROOF BEAM �® � > N - o TOP .'a' o U 441B 6 7'xl3-5 gl 5..5x15 gl 7x14 IPSIL A4 A4 =�� — —r7777777777777777777777777 N parts e L.L 7 N xl "" 7 ' lirig. Elute, and connect�with d ring shank nails,or scre��rs; at edges,_ 12 Joists,�at�a�Rafters �, �, N _ 00 1'"�iAai Meld_ Default rafter or deck joist to bream connection IS con't or skiip blockiing and H2-5A screws- N N �� � W Q 1 , or H 1 r or A34 with Scr _ � BE/RING WALL �� N At edges of leaks landings,Stairs etc..use multi le gists and or blaakin as necessary for rail art connections- All �lc[lfiall�. not required except at supports,i�reatns) gild.connections,to shear � g p 1 g p g — :1 z ways bete , railings are designed by others, UNO and shall meet code far lateral loading. � � A4 � � _ � � � LU � W Framed root'overhangs,eaves outriggers, etc.-use IRC compliant construction.. � �, D � 02_ D _ � V 77 M INfullion _ A4 o� A4 Default sawn material is(Doug IFhr No 2 or better.. Exposed to,weather shall be(Pressure Treated (PT) o U Q Gene rat:'These,are specified to resist mound loads.. 00 r Default sawn face mount hanger is U,ILU,ILUS, or if sloped'rafter use ILRUZ- J — w Mullion: Use:min-_ 12x16. eontinuiaus bottom plate'to tap plate',- � � � 3 0 Default sawn to flange hanger is JIBA, (LIB, IBA,or IB welded'a use(LIB,IBA,or IB Header Conaection; Header(s)may be supported%kith 2x trimirier or hang an p' g g ( pp, '' )' (, y I g g y substituted this,m on�^i concealed,flange hanger per header table- An national,I-oist brand equal!or stronger may,be su o C � LU U O 78, 1��I Haitian I-.foist roof overhangs,extensions,outriggers, and cantilevers shall per per manufacturer's recommendations. II �' � A6 l � � � � U - Default I hoist face mount hanger is IUS or MIU �'a 44B GLB ENE.SPEC.FLOOR BEAM /'� se$l era 1:� 'These are Spec ed t resist d loads- �BOT.@ 121 1/8"-FIRTOPTO FLOOR ( 0. Mullion:Use main_ 2, 1..75x5-5 L'VIs, continuous bottom plate to top plate- joist top flange hanger is ITS HIT or MIT o 6'-6" z1'-o" z'-o" 1z'-9" 6'-0" � � � z Conn er tour(>i'blank use 6'-6" 23'-0' 18'-9" 2'-0" Q C'atlou�tIf Iin.,rise Alt I min.,use Alt 2 min_,use default- abo�vel >^w'ntes Toff and Bottom Gou.nection: Connect at top plate and bottom plate ith 2, 50'-3° 64J ui bb tAWPO ' M L 5g and..screws,_ Simpson span table ,�c,N�,�� Header Connection: Header(s)may be supported with 2x trlimmder or hang on Use,Pr��u6�Tpni span where expo-red to weather or in contact,with concrete this irrlo�n rft concealed flange hanger per header table- IDefault sawn material its Doug (Fir No 2 or better IPT may be Hem (Fir#k2&better.. I I T £ Tether- Deck Joists to Rim. Default glulam jgll,LVIL, PSL,steel materials-see Standard Structural Specs herein, ( ( Z z, Ledger- Use:main-, 2x, PT ledger at least as tal as joists. Default bottom connection on plate: 2,A34 with TIECO or screws,or 4, 16d face nails.. ( ( w Ledge r�Coa�Inection. Connect to rim ^ith SDS or LedgerLOK wwmith ten 8th a a w Default bottom connection on beam: 2,A34 with;TECO or screws,air PCZ.. necessary for 1.5" -penetration into rise, at the fallo-8-8'in8 spacing. May be! Default bottom connection on concrete. IPIB., or AB,air ABU, or ABW., or CBSO J W�Z o �ji°z Q WU- a applied directly to rim or to sheathing over run. Flashnig design,by others- , " ," Blocking through floor cavity: Use solid blacking through floor cavity.. 'Blacking to be similar to post above. IBlaakin:g �.2 p 8 and itivii 3 of splices and ends- may be connected with clips, nail ¢W° ia� a�r�;�� - e 1 4 max s acrn y p 'Is,screws„cheats„or similar.. �,jYm w> �N so W_ z W II V Connector ect�r(�"blank use: "" Callo�ut Lower Level Walls and Main Floor Framing =za 1�/sts � �' aerr�7u',ours '. 16 ,max s acin acid rithiii 3 of s- lices and ti n. use Alt 1 min. use Alt 2 min. use Notes , x p p default above' ( ( z W N N - - - - All floor sheathing is 12FD, typ. o=>wz ends _- 7aIP' 2 2x4 4x4 _~�0 . - Stair framing: OPA and code. z=a Joist Connection: Connect Joist to ledger 0th Bahr hanger- all,holes filled ih 71 IP 3 2x4 2 2x:6 4x:i5 ;a!<�2/ 5 � w o w w o nails or s,cre w s per hanger irianuactulrer reeaindatuan- 72IP 3-2x6 6x+5 4-2x4 - Fireplace and chimney framing: OPA and code. ",�¢z '' < 4 a o U 0 ORO OOUO 23/32"MIN.PLYWOOD/OSB IF SIDS SCREWS ARE Face Mount � ti =W-ma ORRIMBOARDCLOSURE. USED INSTALL PER Joist hanger W°��� SIMPSON SPAN TABLE Floor Joist Blocking per IRC 502.7 I t� (Seismic Design Categories D1 &D2) HARDI-PLANK SIDING 0oo¢- FOR 60 PSF LOAD BCI Joist TwEK HousE wRAP � � 4 o g a zW a¢ C7U°» BCI JOIST BLOCKING -a REC.e®JIRED FOR CANTILEVER. Blocking 6a as NAIL WITH 8dNAILS 7/160SBSHEATHING PLAN AREAS O g��mLL INTO EACH FLANGE. 0a�f a m~- NFo z z¢ AM FLASHING °°°_ (,• FZUF e R� DECK PLANKING O a ° BASEMENT FLOOR 1 ,180 SQ.FT. a�oz 0 SIMPSON ZMAX LUS210 w¢a a 2X12PT.JOIST MAIN FLOOR 1 ,924 SQ.FT. U_ ® Di OWNER APPROVAL TOTAL LIVING AREA: SOLID 2X BLOCKING AT FASTEN 2X PT LEDGER WITH Intermediate Nail Boise Rimboard LATERAL LOAD CONNECTION (3)ROWS OF1/4"X41/2"SDS INITIAL: ® SCREWS @ 16"O.C. Bearing Versa-Lam or Boise GLULAM Beam: to BCIe joist with 8d GARAGE 513 SQ.FT. PAGE #: (WALL OR BEAM) Nailing per local Beam width shall exceed nail into each flange. 2 X 10 TREATED DECK LEDGER code provisions A1114 2xspecified hanger nail length UTILITY/MECH. 24 SQ.FT. ENTRY PORCH 92 SQ.FT. CANTILEVERED FLOOR JOIST CONTINUOUS BLOCKING JOIST TO BEAM RIMBOARD DECK/HOUSE CONNECTION PAGE: C NOT TO SCALE D NOT TO SCALE SCALE: 3/4" = 1' COVERED DECKS 109 SQ.FT. A NOT TO SCALE B NOT TO SCALE OPEN DECKS 134 SQ.FT. °t'� �f�� II 0 FLOOR PLAN NOTES I.�I.:'aI��I�II..lxrta. I.�ILf�I II..I � I:,1�" z J. STERLING ED 50'-3" SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN Cj ED EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA "°rC f1 ::..: `ti 2'-3" 13'-8 1/z" 19'-0 1/2" 15'-3" 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 1/4" = 1' U.N.O. U) BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 13 LA I: Q SHELF AND HANGING ROD. 05-22-25 LL 1 1 L L l r DATE LU0 O �� I I::::)I CII< 13 3 0'-6" 0'-6" 0'-101, 0'-6" 0'-6" BUILT IN SHELVES. Z l 3.. " X 6' 2" 2 3 4 6 5 0 4 6 2 3 3 0 6 0 3 0 1 5 84 SQ If"'T W16 4630 PIC W17 5030 PIC W18 4630 PIC 01=�f::ii. f.::Df::iiiCI< d 30B 5.5 X 12 GLB EXP.ROOF BEAMS o ae W19 4666 PIC W20 5066 PIC W21 4666 PIC 15'`)'X ' 1 TOP @ 121 1/8" In 4Oi SQ I T � — — — CABINET-OWNER/CONTRACTOR TO VERIFY. — — — q UPPER-20H @ 168" 8� B G ) I IRI 7D IDIICK o � 30B MID-20H @ 132" VV22 3060 CASH 28 SQ 1 T W23-6080 VV24 3060 CAS N EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Q 5.5 X 12 GLB EXP. SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" ROOF BEAMS 18'-7" ❑ HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. Q TOP @ 121 1/8" N 20H @ 96" 20H @ 96" 20H @ 96- 0) �A O a�rrr rs °' o COVII II II 'll II III :CII N © w W 6 in J c� r TEMR m ¢ II ❑ TEMPERED GLASS Default header material is Doug Fir NO-2 or better a 12" 8"" X 6 7"" N m o 0 g ED W 83 SQ II::::T e N (; �of O m � J 12 2'7 1/ " \ N N L)� ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICKACTING VALVES ARE m Default glulam gl),Lk L, PSL materials -see Standard Structural Specs herein. Default ILSIL f5 1.5E,2a30c� psi,min.IPb. 2W 1/2" 8'-0" o x LU z a INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Q O� W14-8080 PATIO DOOR - �� �w w 0E. RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, z 2,x headers must be In tall orientation with flat 2x:nailed at bottom In"IL" c nflguratlon � � z z _ ❑ END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE Z O B 14 ¢ STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN O WILL HAVE FLOOR OUTLETS ❑ z � Default Trimmer,use,1,2x or 20H or 21 H use LUCr Iarger header use HUC or HUCQ., UI NO' 1� 22H @ 96" VERIFY LOCATION W/CLIENT N EARTHQUAKE.MIN.EFFICIENCY OF 91% a Default King Stud, opening 6-feet wide and less use 1,full height stud each end (plate to plate-) N 2'-3" N 13'-3° da z m � � F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8'T&G PLYWOOD. Ijj: a d EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE'l GYP.BD. NO FURNACE SHALL U Default King Stud, openiing wider than 6-feet,use 2,full height studs each end (plate to plate.), C)I < W D (- m a oCP [�] BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, L/) _ BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF W Trimmer, r ( g Stud,each end n � N � FURNACE. � Callo'ut Eli rrmrmrer earh,end rf liim O ::A f 00 0 a�' ( �IAf Y 9 ° "' IiaZim,mse Alt 1 min.use Alt 2 ruin.,use, anrlr=use default aba�re. blank use default abafire. 1 °� l..a a 1 u a ... ROOM .. } 16 "'9 X 20""5 Ca �" ,' I p L.� "BOO�l � PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF I..a C� m 362 S II'T vv o uv CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 20H 2x6 'IL' oonfl, 4x6 I l� 9 X 1�....� W g COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF r� 13'CEILING " '" -): �- ❑ 24,E SG V T I- 21 H 2x10, L"co'nfig 2 2x8 4x8 � THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45 DEGREE BEND AND 5 FEET FOR Q m 10'CEILING EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF Q 22H 6x8 4x10 2 1 6 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 23H 5.5x13..5 gl 6.7x12 gl 2 3 �,A 1 N II; II IN II I G m�, ^e \I MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Z 24H 2,2x10 4x10 w H- 1 15 "3 X 1 3 2�p °o 0 .I � PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 E a z b 194 L m°� °' C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW o l3trrPrs' ¢a OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, 10'CEILING x 2'-0" 4'-3 1/2" 11'-5" Uj 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK0) x Default Sawn material is Doug Pllr No 2 Or better. LL w x PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE Oa �� 1 �a z . � r, CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX Default glulam(gil,LVL,, PSL materials see Standard StrUctu:ra Specs herein- Default LSL is 1-5En 2,300 psi,min Fb. 1 m N CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH ijp ® 9'-1 1/2" ® N 2'10 DOMESTIC DRYER EXHAUST. V Default wlvall connectior_ Min-, 3' bearing in poclket wwlth post below per plan, and end post connectuon,per beGoW. 30B 5.5 x 12 GLB ROOF BEAM : -- — — — — — — — — — — — Default bear on top'plate..(Bear on full width of top plate,with,post below per plan and attaeheid with 2,HGA10.If sloped, 4 1 13 XPOSED-TOP @ 121 1/8" ^B ° WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH o bear on mitre cut bU end. 1 ❑ — — _ A S A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. A ---- ----- ---- ---- IF II Ilti A ICY IIA.... II,,,,,II — � = Ln a O Default end Most connection:: LCE,ACE, EPC:Z, EC , CCTQ, cleats, or sl:milam.. ih a " "" 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. n i'n X a 6 I cO ' FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. Defaullt corner post connection: LCE4, LCE4Z, RTC44,air ECCLQ- 1O � 69 Q I'-1 iy � 1 � ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR Default mid-post connection: LPCZ., PCZ, CCC, or`iIn1ILar. DIN 7 ❑� 10 CEILING SEALED TIGHT. -1-Alll;;� v HOBE DET CD HEATED MATT GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. m Default beam to cone gall. HGUM hanger with 5/8x4 Tlten HID, or GLIB Wet set bear,,,seat. N FLOOR - 1" 1 3 : N N 4'-4 1/2" ,l� 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS ° top,2,HGA16- a `P 8/SQ I r BENCH THROUGH PER I.R.C.SECTION 312.2. Default beam to beam connection Hanger:HU, HUC HUC or slmll,ar IBear on 13 00 N TILESRDWER a o Default Steel Wide Flan e- 50 k51! A9,92 per Std..Struct e'cs herein- Use 2x nailer on to connectedd w/2 SDS ❑ NICNE °� cO PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR g „ p p p 1 - „ RISE 121 /4" „ „ „ NERIFYLOCATION) o N o 4'-0' 4'-0" 5'-0' 11'5 4-31/2 3-9112 3-10 4'-3 1/2" 6-1 1/2 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFERTO 1/4x1 5 @ 18 up through bottom of tap flange-At ends use full bearing'on wood member and Connect w/2, 112 x 4 lags RISE S=7 5/8 7 9/16 — — C Z n &-, o v 1 T MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 2'-0 1/2" REA DETH=11" 10 n through bottom flange to Centerline of bearing member. c� 4 `T gco D 1 2 a 9C)V C °r N SURROUND&HEARTH MATERIAL. J REA S=14 w > v "' r o 4' "X r7 4 in — VERIFjY ON-i51TE 13 ❑ 10 LL Cat' r o ATTIC ACCESS [� M ® 3 SC) T Ca�umec:t�rr if blank-use GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR lom,t l�lim. use Alt 1 mum,. use Alt2 min.,ms�' brute's L — —J= F _.. S ' ' hTl)aji"e L , J ❑ ❑ ❑ ❑ VERIFY NTICACC. ¢ U '�' 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. a 301B 5..5x12 gl mostly decorative 13-o D22-3080 NIGME � 31IB 5.5x1 gl 1 o II<II°IFCII°°IIE �� DOOR LOCATION 13 0" � � t� q q PER ELEVATOR r ^� 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. p [�6: 15 6 X 14 3 I, DESIGN ❑ NII r . 10 Use min. 5502 glulam-Mien-backs an= 12-This beam Is the header for wilndows below If. If this beam acts as 21 SO l CII...00II.:T I:::I J.::N 1 ❑ °°° O g p I G,, CD CO DET II...i��ll II.....• OR CII ,O I T OR U) 10'CEILING 4 5 X5,..r � _ vv 1, _ w 3,218 wall top plate,connect studs and mullions to this beacon with A35 and screws,typ If beam bears on wall top plate, _ N 1 N . . xt,5o I...T a o 1 9 X II DWI DI..Ir a 19 11 X" a.n � - Z 1.:ro o❑ 0 �N 0 GENERAL NOTES o connect with SIDS 1/'4 x 6 12' max up through tap plate Unto'battr�rml,of beacon- R' " ONE 1 tl3 SO II=r � ® 4,1115X 5' �'� 57 SO 1::T ED - o U.) �s 4 1 � 111 a 1111.11 35IB 5 5x1 PT gl HUCQ ea end 1 w 10'CEILING m'ceuND 10 CEILING �, W Q MICROWAVE m I _� IC^ ,h N SO FITAB S E 57" 0 TEMP[16 ALL 96" 20H1 0 96" ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. p Z r z Cl 4' 1" @ @ �xa ,, Ib _ ..I .., N 5.5x12 - r.. O Use min., PTglulam. Mini. back span 13 This beam Is the heademfor openings below,If any If this4 13-21080 D17-3oao ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. Q " 1. �� w 36dB beam acts as,wall tap plate,connect studs and mullions to this beam with.A35 and screws,typ If beam bears on HEATED MATT 'iA 1N FLOOR o W29 3016 PIC W28 3016 PIC 'wall top plate„connect with SDS 1/4 x 6 12" max up through top plate Into bottom of beam.. 7'-6° N 5'-3 vz °' �❑ �❑ VERIFY HEADER HEIGHTS WITH SUPER. 14'-8 1/2" 5'-0' S-0' 5'-3 1/2" 3'-0' 4'-5 1/2" I bAuv rl eY _ r a)11 X ° r°' 3 "' O❑1 _ �„ ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED 'G `1 S(.;.d I'"T I SMOKE DELL (p .,� ■ 10' 376 Same as 36IB except m;ln bacispan= 1_i..7 a'. May be shaved to 11..8"tall at Nacl�span end to fit In floor Cavity. CEILING 4 10 6, = OTHERWISE. C�V■ II;A ill 91f�;001`aJf 2 � � � C° ., 38B 1.7x11.8 ILV'L at IF-P &78M abase.. 4'-7 1/2" 4 ji°X a•°I)° _ LO "' ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED r 39IB 3.5x11.8 PSL or ILVL ❑4 o (/ �I r Ilill 'll I0011 ❑5 6 77M a Q °'DE"'"° T OTHERWISE. 3 1'-3 1/2" M q "" " vv TEMP. , 13 I I X 13 10 w CDr 406 5 5x12 IPT gl Conns to posts per Arch 6'-6° 5'-0' Q 191 wQ II:f d = CV 4118 5 5x12 IPT gl Upside-do'wn HUCQ to 401B,typ.. , 10'CEILING "' PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER LL cuRBLEss - DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER z co -CORNS B ER SHOWER 42B' S 2x11-8 PSL or ILVIL U 00�� �] M CORNER BENCH e a ,�,..,,., ® _ FOR LOCATIONS. 43B 1 7x11 8 LVL M CV ��� O(VERIFYLOCATION) 17 UF1 N C7 FRAMING NOTES z w Q 4418 6 7x13 5 gil 5..5x15 gl 7x14 PSL o 5' 10" 77M � z Joists,aiandRafters � NICHE l: � o LU 0 LU p g screws- m o 2 °' a o REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. J (D At edges of deck, landings,stairs, etc..use multi le Oists and or blachciin as necess, or H1 or A34 wllth Default raper or deckc'oist to Ream connection Is co'n't or slkl block to and H2 5A U C/) g p l g necessary for rail post connections All °' _ C0 "' 0 0 g g; y code far Lateral loading.. o CII O xll T ED N m COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF — LLI rallin s are designed b others, UNO and shall meet ❑ ' ' I �, i,>r4°u•°' N FOUNDATION/SLAB/JOISTS BLOCKOUTS. W Framed root'overhangs,eaves outriggers, etc.. use,IRC comlpllant construction. _ � � ih 25 SO I"r u� 10 CEILING � , Default sawn material is IDOtig Fir No 2 or better. Exposed to,weather shall be(Pressure Treated (PT) 1'-a 1/z" FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR L j V O 4'-5 1/2" Default sawn face mount h7anger Is U,ILU,ILUS, or If sloped rafter use ILRLVZ- SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Default sawn top mange hunger Is JBA ILB ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL Q BA,or IB welded'app, use ILB,IBA,or IB;h z PRIOR TO THE FABRICATION AND INSTALLATION. � Any national I Joist brand, equal or stronger may,be substituted 6'-7" 14'-5" 3'-8 1/2" S-3 1/2" 11'-9" 0 7 -.foist roof overhangs„extensions,outriggers, and cantilevers shall per per manufacturers recommendations. 6'_6" 21'-0" 20'-9„ ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED M L< Default 1-joist face mount hanger Is IUS or MIL( BY MANUFACTURER � WINDOW SCHEDULE 48-3 M Default I-joist top flange hanger is ITS, HIT, or MIT FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE # 1 1 SIZE WIDTH HEIGHT EGRESS TEMP. DESCRIPTION TYPICAL HEADER FRAMING AND NAIL W/RING SHANK 8d's 6" EDGES & 12" IN THE FIELD. FACE Cmmmcrtm�r�>f"blar�use� W01 1 1 4620 54" 24" PIC @ Cattout I'lin�.,use Alt 1 min.,use Alt 2 min.,use default above Notes W02 1 1 5020 60" 24" PIC GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" W03 1 1 4620 54" 24" PIC WINDOW W/3" POST HEADER MORE THAN 5' OSB OR EQUAL. 64J 11.�8 IBCI 5000 @ 16" W04 1 1 3050 36" 60" YES CASE Posts W05 1 1 3050 36" 60" FIX CASE PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST W06 1 1 3050 36" 60" FIX CASE a Use Pressure'Treated(PT),where exposed to weather or in contact wilth concrete'. W07 1 1 3050 36" 60" CASE LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO z w z W08 1 1 3050 36" 60" YES YES CASE FLOOR HOLDOWN LOCATIONS.Default sawn material its Doug (Fur No 2 or better IPT may be Hem Fir 42&better.. W09 1 1 3050 36" 60" FIX CASE 7 0-w Default glulam(gll,LVL, PSL,steel mlaterials-see Standard Structural Specs herein. W10 1 1 3050 36" 60" CASE HEAOERMORETHANS PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING L W Z° K�°2 W11 1 1 2050 24" 60" YES PIC LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. a ;a03N Default bottom connection oil plate. 2,A34 with TIECO Or screws,or 4, 16d face narks.. W12 1 1 2050 24" 60" YES PIC CONCEAL FLANGE z z U HANGER EA.SIDE (2)KING STUDS 3 F p z F Default bottom connection on beam: 2,A34 with;TECO or screws,air PCZ.. W13 1 1 2050 24" 60" YES PIC. FROM TOP PLATE TO � ylwz.O W14 1 2 8080 96" 96" YES PATIO DOOR BOTTOM PLATE ALL CONNECTIONS TO BE SIMPSON OR EQUAL. o3�Ym 00 Default bottom connection on concrete. PE, or AB,air ABU, or ABW, or CBSQ W15 1 2 4666 54" 78" PIC. (2)KING STUDS TRIMMER F w W16 1 2 4630 54" 36" PIC FROM TOP PLATE TO INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE za wwa oxxza Blocking through floor cavity: Use solid blac.Ikln through floor cavity.. Blocking to be similar to post above. BlocNcln w17 1 2 5030 60" 36" PIC BOTTOM PLATE zLL U , g g g CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ?g W18 1 2 4630 54" 36" PIC °�Yw0 maybe connected with clips„ nails,screws,cleats„or slmular.. CONNECTIONS. w W19 1 2 4666 54" 78" PIC Connector(if"blank use� W20 1 2 5066 60" 78" PIC =_- i ZZ Callomt 'lim.,use Alt 1 min.,use Alt 2 corm,.,use Notes w a z z default ab'a��e�' W21 1 2 4666 54" 78" PIC O °��,¢- W22 1 2 3060 36" 72" YES CASE 70IP' 2 2x4 4x4 w° W23 1 2 6080 72" 96" YES PATIO DOOR 711P 3-2x4 2-2x:6 4x:t� W24 1 2 3060 36" 72" CASE °O� O aw�ma W25 1 2 6016 72" 18" PIC 0 z D� 72P 3-2x6 6x6 4-2x4 O_- a W26 1 2 3016 36" 18" PIC WINDOW W/6 POST HEADER LESS THAN 5 °�_�° zz�zz W27 1 2 3016 36" 18 PIC time'l•0.11"al �'�i10outs -�L'opyillligbt Constimcl•1olliy,Calc,I;nc � '+L.I ' W28 1 2 3016 36" 18" PIC �_aa W29 1 2 3016 36" 18 YES PIC w000 o z w w General: construction shall be per C=,ent bu i ding ca°Lie,and Standard Structural Specifications herein- W30 1 2 3050 36" 60" YES YES CASE � �I /� ^� /� �C /� �+ � g��0 0 W31 1 2 3050 36" 60" FIX CASE L/-"�IV AREAS S amNFa 77M lIuGliom W32 1 2 3050 36" 60" CASE a a a z General These are specified,to resist im�rl to DOOR SCHEDULE HEADERLEssTHANs � e+ �+ � �>c a " etc tap plate. # CITY FL. SIZE WIDTH HEIGHT DESCRIPTION ' BASEMENT FLOOR 1 ,180 180 SQ.FT 000z D01 1 1 3080 36" 96" EXT. HINGE 1�Iualrmu; use .,�_ �x6,continuous iaatt�plat z z z (1)KING STUD FROM Header Connection:He'ader(s)may be supported Arith 2x trijinmer or,hang on this mullion i�ith concealed flange hanger per header table. D02 1 1 18080 216" 96' GARAGE TOP PLATE TO D03 1 1 3080 36" 96" HINGE (1)TRIMMER BOTTOM PLATE a MAIN FLOOR 1 ,924 SQ.FT. D04 1 1 3080 36" 96" POCKET 2)KING STUDS TRIMMER 7.8 ,"k�'� Iullio''�®, D05 1 1 3080 36" 96" HINGE FROM TOP PLATE To OWNER APPROVAL p BOTTOM PLATE 10/� SQ"FT Doh 1 1 2680 30" 96" HINGE TOTAL LIVING AREA: it SQ .FT.'These are.s eced to rust mind loads.. � D07 1 1 3080 36" 96" POCKET INITIAL: hgullr"mu: Use min.,2_ 1.75x5.5 l_'k'19.continuous,bottom late to to late. p l="p D08 1 1 3080 36" 96" HINGE �; • D09 1 1 6080 72" 96" SLIDER PAGE #: Comme�tiom� Connect at tap plate and b:�ittarn plate���it��e� �0 and screws. w ; GARAGE 513 SQ.FT. T,��amyl Bottom w D10 1 1 3080 36" 96" HINGE Header Connection-Header(s)may be supported v ith 2x trirmmer or hang on this mullion iNith concealed flange hanger per header table.. 51 11 1 21080 34" 96" POCKET D12 1 1 5080 60" 96 SLIDER UTILITY/MECH. 24 SQ.FT. 9 ) Tall Ste�mru all at Narrow Sear Panel. D13 1 2 21080 34" 96" POCKET IS ❑° "ayD D14 1 2 2880 32" 96" HINGE 5!22 25 AL Footing:Per Arch D15 1 2 2880 32" 96" HINGE Upper Level Walls and Roof Framing � w� .. ENTRY PORCH 92 SQ.FT. D16 1 2 3080 36" 96" HINGE 6 PAGE: Ste;myisall: 8temsr,all per Arch rth the fallo��ing exceptions.: - Roof diaphragm IS 11 RD t D18 1 2 2108 36" 96" HINGE , Truss COVERED DECKS 109 SQ.FT. Ste'mNa all height must be:min- 3�i"' a1�cs�sre tap'of adjacent slab- D18 1 2 21080 34" 96" HINGE - Truss layout is as shown. Truss designand analysis b others. D19 1 2 3080 36" 96" HINGE yy y try 1 � `u �� D`" p, Stem all a irlth must be mi uv, "tlirclxe D20 1 2 Soso 36" 96" POCKET - Exterior pony walls at roof pop-ups are 1 PW, typ. " ° 1 1(' 0 �ry ten ,all rebar must caritaun 3.m1n.,ffi vertical rebar� nth i bend at bottom hooked around faatlrlg rebrar,centered in sternwal1_located D21 1 2 3080 36" 96" HINGE OPEN DECKS 134 SQ.FT. - Fireplace and chimney framing per Arch and code. � , „ as follows:use one,at each end,and one in rdda �of stem vi,a l_ D22 1 2 3080 36" 96" POCKET �� „ GENERAL NOTES I.�I.:':�I��I�ll..lx ,tl. I.�IL��I II..I:� 1:,1�" z J. STERLING IN N ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Sf {ei p: o N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. 1/4" = 1' U.N.O. 1'-6" 1'-6" U) 50'-3° VERIFY HEADER HEIGHTS WITH SUPER. 2'-3" 13'-Y 19'-6" 15'-3" ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED 05-22-25 1'-61. 11'-9" 1'-6" 19'-T 1'-6" 13'-9" w OTHERWISE. /L"wIC)Iw .)ATE l:i 2 2 X 12 FASCIA ENCLOSED SOFFIT(VENTED) 2 ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED z 6 F _ 1 — l_ Ti OTHERWISE. a Q G 30B 5.5 X 12 GLB EXP.ROOF BEAMS I 1 � - PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER— -TOP @ 121 1/8�� ICI '4a Is L = DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER PLATE @ 121 1/8" �I w� PLATE @ 156" 8� �e — - w- - - II o FOR LOCATIONS. it 30B 12"HEEL I 12"HEEL aI N 5.5 X 12 GLB EXP. — ROOF BEAMS11 Default header material is IDaU, Fir Na-2 or better TOP@1211/8 N „ >> o FRAMING NOTES PLATE @ 121 0i 01- 111 12 HEEL _ (Default lulam I LVL E"sL materials see Standard Structural Specs herein. Default ILSIL is 1.5E 2,300 psi,m,in IFb. // � �W N �' `O ' l .� m w a 00111u; REFER TO SHEET A2 FOR FOUNDATION NOTES AND DETAILS. `® 1 1 / r r v r f r r r s y �, y y t m�2< 2;x headers musk be In tali orientation with flat 2x:nailed at bottom In"IL" confl oration, GIRDER TRUSS % GIRDER TRUSS GIRDER TRUSS o_.z a W II 3:12 ��� 3:12 ,Q 3:12.0, a Y II COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 00 Default'Trimmer,use 1„2x,or 20H or 21 H use LUC, larder header use HUC or HUCQ., UNO o �O ®. �� N W N o" FOUNDATION/SLAB/JOISTS BLOCKOUTS. Q I! ! cam; _ z Default King Stud, opening 6-feet wide and less use 1,full height stud each end (plate to plate-) � � _ N G� �W��z � Default Kin Stud o eniin; wider than 6 to"et use 2 full height studs each end late to late — — — — 3:12 a III FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR PLATE @ 121 1/s" a C 1 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT - a ii i i i i z i i i. G i i i i r W Trimmer,each eud(if Bing Stud,each.end.(, N _ � 12 HEEL N � 11 � T RIDGE VENT �JiII. ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL _ Cattoutiin,nse ,Alt 1 min.use Alt 2 Horn.,use `° r-N, .. N J ® r ®® � � I I z 6 0 > � blank use default abfl�re.}blank use default abcw,e:. w I'" Lu o PRIOR TO THE FABRICATION AND INSTALLATION. () �® % W �_ �� Q �� � � Im o II � � w 20H 2x6, IL config 4x6 w OG,� a I� a r Z ,, ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED III Q FL� z I II I 'i'i N w > �I BY MANUFACTURER 21 H 2x10, IL"eo,n;fii 2 2x.8 4x8 a T I I M O g F W 1 � W 13 CEILING HT. 22H 6x8 4x10 2 �� N II I ` N FL 3:12 �_ LL _I� m W t i i , ui, „: ��� w N o FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE W 23H 5.503 5 gl 6.7x12 gl 2 3 III \`' ` "' o I It I / "' �� tiT o II AND NAIL W/RING SHANK 8d's 6" EDGES & 12" IN THE FIELD. FACE l- .. I J 3:12 I 3:12 \pG 3:12 a ) GRAIN PERPENDICULAR TO S PPORTS. ROOF SHEATHING TO BE 7/16" Q 24H 2„2x10 4x10 III � Q o p J N ® U OSB ORE UAL. I" Q ® I GIRDER TRUSS m 'Al ®�'� J GIRDER TRUSS N 1^ a PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z Default sawn material is(Doug Fiir No 2 or better. A 3:12 \ J o 1® O � o o ®� � J� N ® (, ( o - J Default Italam I L1JL F" L materials see Standard Structural Specs herein- Default LSIL its 1-5E 2 300 psi,min IFb. ® F °' "' LL I LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o �a . U *� X ® �p M ,��,y� N X �, FLOOR HOEDOWN LOCATIONS. wi : I z v 'Default wall connection- Mln. 3 bearingIn pocket with post belay per [an,and end post connection per bela�r. M � ® M �' I PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING .. "", 0 F� o ^^ Default bear on to late..(Bear on full,uwidth of to late wwlth, ost belor er Pan and attached wwwlth�2:HGA10.If slo ed: 1 I ( o 2 � p � N � f ,: = LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. uu 0 � � '► 1/Q I 19 C'h bear on;mitre cut butt ends_ 6 'L� J��/ c77 '7 c� c� I° 3:12 I" Default end post connection:: ILCE,ACE„ EPCZ, IECCQ, CCTQ, cleats, or similiar.. �� % L --� ALL CONNECTIONS TO BE SIMPSON OR EQUAL o III �p 30 B 5.5 x 12 GLB ROOF BEAM ®,� 1 F _ ,Q EXPOSED-TOP @ 121 1/8^ PLATE @ 156" - ^ I l Defauilt corner post connection_ ILCE4 ILCIE4Z RTC44„or IECCILQ- o T-0'' INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE M o I -- - l70 & Default mid-post connection: ILPCZ., PCZ, CCQ or similar. IIIILL - - ( o I 1 6 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM Default beam to�cone wall: HGUM hanger with,5'8x4 Titen HID, or GLIB wet-set bear seat. � w � ♦� � 8oL w CONNECTIONS. I f , I I � Default beam to beam connection Hanger. HU, HUC, HUCQ or slm:fGar (Bear on top„2,HGA10- I J I SHEAR WALL ENGINEERS 02 g p p p _ \Y 1�° UP ARCHITECTURAL COMPOSITION ROOFINGO O.C.0 ( ( �� ( ( > I ILL PER PLAN MARK 80 L Default Steel Wide,Flan e 50 ksl,AO^02 per Std..Structl Specs herein- Use 2x.Nailer on to connected w l2„SDS o _ = ROOF TO WALL I O I o SCREW OR RING SHANK o I I 1.4x1.�: 18 up through bottom of tap flange-At ends.use full bearing.on,mood member and canned w�l 2., 1I2 x 4 lags o w- � z I i 11 RD ROOF DIAPHRAGM TYP. _ � -_,I � VENTING z ❑ IN w w 'Ai o PER CALLOUT r „ , through bottom flange to centerline of bearing member. - III 3:12 3:12 .o� 3:12� - I� LOWER ROOF o Connector(ifbl .use N p z w FL r w RING SHANK SIDS OR M Calloutiin. use Alt 1 nun. use Alt 2 min. use, Poles w p PER CALLOUT � F ,.; LEDGERLOK default,aba%e} L U � � ❑ ! - � I I � � � � ,, � ,, � � � �� — — ��,� �_ � � I � w W II PER CALLOUT Lij 301B �..5x12 gl mostly decorative a fr z � w w TOP CHORD OF TRUSS OR - w 311B 5.5x18 p, III ) \� I I ❑ �ATT�(.A1- I MIN. HEIGHT TO MATCH LEDGER g Q N ��F L ��e U RAFTERS. LEDGER LOK OR 0 III w c� I SIMPSON SHEAR WALL L11 � C N Use min. ...�x12 lulam-Min-backs pan 12-This beam Is the header far o�lndaorars below Lt.. If this beam acts as r !n „ g p N � . . F� �r, �rs.,�� r��,�r�� s., _,� � � �x- »������u �r���, , ¢ SDS LAGS PER CALLOUT 64L. HANGER � PER PLAN C7 T w 3,216 mall.to late connect studs and mullions to thl�s beam.with..A3� and screws, If beam bears on wall to late I p p ,bfp p p X '` ����� GIRDER TRUSS � , � � '� ;, �^ LEDGER PER CALLOUT ,. „ ... ,, N .. ..... ... ... ... .... .... .... .._ ..... ....... ... .. connect with SIDS 1e4 x 6 12 max up through tap plate,unta�bottom of beam_ III ® �L � � I � .. �' J VERIFY POST BEARING LOCATION Structuiml C:all utsl ;—C'opyi"tght C:ons 1 ctionC.a1c,Inc �"C,C,I� � Gi � 351B 5..5x12 PT gl HUCQ ea end III O� N N O� I IL a �� UNDER GIRDER TRUSSES 1 SHEATHING W �.� o 0Y General:All construction shall be: ,er cent buildm code and.Standard Structural ec>�cahDns I _ . _I I o - .... 5 _ .p , 'A a.13 Use min. 5.,.rx12 PT lu am,. Mini. bads an 13 Thus beam...is the header for openings below If any..If this J G G 6 �� herein. g py w PARALLEL CONDITION PERPENDICULAR CONDITION ❑ i u.u..0 12 s s Q 36B beam acts as gall to plate,connect studs and mullions to this beam with.A35 and screws, If beam bears on 3 W 11 RD Roof Diaphragm p,p . ,� �p �p� � � �:,.�. a n° +�aIJ to late connect with SDS 1J4 x 6 12 max a through to late into bottom..of beam........ z • 2; ,�, pp P g . w - J - z Framing:Trusses or rafters at�4 CbC,m p p �� > II� - �xa :°° m '� — — — — - — 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. O :::a w — — — Q ... Overhangs:Per code and truss+��-I-joist mauTu,�actarer�recormnxiendaho� _ „ ,, ,,,,,,,,, „ ,,,, , ,,,,,, ;,,,, ,,,,,, '„ �, � ,,,,,, C9 , _ ROOF DIAPHRAGM EDGE NAILED TO BLOCK. . r � IRDERTR '� � _G TRUSS Same a 3616 except m,in bads an 1.�,..7,. . May be shaved to 11..8 tall at dacNws an,end to fit in floor caul . pp T'r�rnrngC.onner roe at Support: 376 p p y p �' � � �„ 1 D '� � 1 I NAIL BLOCK TO BLOCKING BEHIND SHEATHING ROOF TO WALL 5 5 �7/�iwe cr�aaa°l,eeF,�r�to shear uu°�a/,� connect er shear, wall cad'-out-top,ofww^.�11.. _ — — — _ _ — — — — - — �: W/16d 6 O.C. STAGGERED p p 38B 1.7x11.8 ILVL at IF-P &78M above.. III J5/ .1� 3.12 3.12 I ;_ N m.® ® ® 6 ® ®m� ®JI @ VENTING ., , m, �, ,. ' Q N Q lt�/ � trusses a ata� cu�rarcr try saau use H�.�A or L30 wwith screws,or, o III �Q �Q N N o w PITCH 2 X 4 BLOCKING CONTINUOUS 3916 3.5x1�1�8 PSL or ILVL p �� p w _ = 7/16"SHEATHING CN sisrvlar, 406 �.. x12 IPT gl Conns to posts per Arch �? VARIES BEHIND TOP CHORD OF TRUSS ,! - : '8heath.rn .: s 16 n -- OS or C'�J'J:X lw^wwroad. Stagger pints per IBC'. Case: 1- � � � � � ( � � w� I � � �, p. gg 1 p 411B 5..5x121PT l Upside-clown,HUCQ to, t OUTLINE OF LOWER NAIL To STUDS w/(2) 16d �. .� r ," " g p „ yp � I a ROOFING PER PLAN .. r Naiiing.Use 8d at 6, edge's: 12 field_ III PLATE 121 1/8" MANUFACTURED TRUSSES 24 O C �a WALL FRAMINGW "" 426 5..2x11-� PSL or LVL i � "@ � � STANDING SEAM METAL ROOF r` � � .'>1r'led god-,connect per ledger clout:but never less than 8d screw or rihg shank-at 4 III 12 HEEL � 77M PLATE @ 109 1/8" 11 N ROOF DIAPHRAGM TYP - 431B 1 7xl 1..8 ILVL I / MANUF.TRUSSO U N OC 4416 6 7x 3- l J 1z"HEEL _ I CONTINUOUS BLOCKINGLL N r 1 5 g 5..5x15 gl 7x14 IPSIL i 2 SIM. _ N w � � "� - ,�, x ;�. � �. FOR SLOPED TRUSS �/ Blocking. Not required except between trusses or rafters,at their supports,- co / 1 � ��i _ � w 6 FOR HANGER. z Z LL co Joists,and Rafters � ��� OG, �= USED SLOPED HANGER LU26 OR LUS26 NAIL TO STUDS W/(3)16d. � 77 Al Multion „ — �e W N 2 X 12 FASCIA ENCLOSED SOFFIT(VENTED) Q SHEARWALL PER PLAN NAIL WALL SHEATHING TO Default raltter or deck Joist to Ream connection is cant ar slkip bloclki ng and H2-5A, or H1,or A34 with screws- Genera „ „ „ G ( L — — — — — — — — J " L These are spec>fved to resist wwirud loads- 1-6 5-0 1 6 „.,°,,,, �O Fil, Q ! BLOCKING W/8d @ 4"O.C. � Q Q Uj At edges of decks landings,stairs etc..use multi le oists and or blockiln as necessary far rail post connections All � a � p 1 g p GIRDER TRUSS ]'t'7Cnitrnn:'l.,°se rru>�... 2. 2a6_ continuous l�r�ttnrr�plate.to top,plate. ., ' `�1'-s" s'-s" � �. z'_o°I 1 s,,. railings are designed by others, UNO, and shall meet code for Lateral loading.. N w - w LLI Header Connection:Header(s),may be supported mith 2x trimmer or hang on this = I �w 1 —� �� MONO TRUSS CONNECTION TO BEARING WALL — (r� Framed roof overhangs,eaves, outriggers, etc..use I'RC com;plian.t construction.. J V mullion v' th concealed flange hanger per header table° I �QJ N N SF 6 I U �/) 0 76 I�i.ir 1YriLnttion Default sawn material is(Doug IPir No 2 or better. Exposed to,ww+eather shall,be(Pressure Treated (PT) a p� r 7 �T _ W Default sawn face mount hanger is U,ILU,ILUS, or if sloped'rafter use ILRUZ- I 1 Q0 cyj rj �'Ls . J I \ w E2 Gener'al: These are specified to resist ww^1nd loads. Default sawn to flange hanger Is JIBA (LIB' IBA or IB (welded a use(LIB BA or IB ,� II � I M 1�l[rultion; Use mire°, 2_ Il..7x.�-�L'�'Ls: continuous b-ottr,�mplate to top plate. p g g 9 � pp= v � � _ 6 PLATE @ 121 1/8" � � LOWER ROOF CONNECTION TO SHEAR WALL _ 80 L Top and nttom Connection Connect at tap plate and bottom plate"ith LS50 and Any national I Joist brand, equal,or stranger may,be substituted o I 12 HEEL 1 SCALE.NOT TO SCALE w U O roof overhangs„extensions„outriggers, and cantilevers shall per per manufacturers recommendations. � 7 O U L-.rural I 1 a O L �/ su.Teww s Header Connection:Headers)may be suippoited wwsith 2x trimmer or hang on this (Default 1-Joist filar° mount hanger is IUS or MUU U- I�� 2 X 12 FASCIA ENCLOSED SOFFIT(VENTED) SOL � �1 L.L Om on ww with concealed flange hanger per header table- Default I joist top flange hanger is ITS HIT or MIT ° - — — — — — — — — 6 — --- z 8ll L Ledger-Rurrrf Diaphragm 0 1'-6" 23-0" 1'-6" M Connector(ifblankuse, o II OUTLINE OF LOWER r Q Ledger Connection to 1T4'a:tta': Cattout x1in.,use Alt 1 min.,use Att 2,min_,use default, above) Notes � � �� WALL FRAMING 0 � ' u /le/ after-ro?•Tvuss T`op C"/70u d. Ledger may be top chord of last truss or rafter. 64J 11.8 IBCI 5000 @ 16" o I 3:12 3:12 I � M g p g. if'connectng ledger to rim or header or other I O II _ Ledger to e placed ow'er ww* 5 ea. IPGNP�' 0 1 00 ❑ PROVIDE VENTING AT EAVES continuous mi-acid,use 13 at ends: splices,and max 24"" spa"cirLg. I corulect>�ug to studs: iL Use,Pressure Treated F"T� There exposed to weather or In contact�r,lith concrete. N ❑w I a, w c?o a, LU I w AND ROOF TO WALL CONDITIONS use 1, BIB pier stud:_ z o o O a o LU z N Default sawn material firs Doug (Fur No 2 or better FIT may be Hem (Fir 42&better.. w I � _ � � � = I w 'rr,er// / r caps Esc 7�u ,'yor T ,rs / 7r rrss, Ledger may be chord of last > U� zU 2X10 TAILS AT OVERHANG ° g Default Ilularn I LPL P6L steel materials-see Standard Structural Specs herein. "I w �' o w `P I CONDITIONS TRIM AT 8"HEEL a ¢Q - trus,s or rafter-Ledger to be placed owner wall,sheathing over gable truss- Connect ledger g �g �' p � � Q � � � ¢ Q r � � ( ) z LL z Default bottom connection on plate: 2,A34 with TIECO or screws,or 4, 16d face nails.. w I J z in"' fr J I U_ � ��a to gable truss members wwith 3. "" D8 at 2"4"'ma's spacing. O a w ❑O = a O 2X10 OUTLOOKERS AT EAVES z o a Default bottom connection on beam: 2 A34 with;TECO or screws,or PCZ.. > fr a- a in . o N w a Gable truss to be sheathed iNith lP' _ srixnlar-Add webs to gable truss as necessary. a, ❑ I I w � � ¢ I ❑ M T � W�Z o W O ❑ O ❑ w 18 OVERHANGS U.N.O. J -�z (Default bottom connection on concrete: IPB., or AIB,air ABU, or ABW., or CBSQ a w - Okay to cut holes in sheathing for dtucts uitilifies and,access. )I ❑ wo I p - "" `' z w o 3 w J J ��oo0 ° . ° ¢ 2X12 FASCIA z r SC Blocking through floor cavity: solid blaclkin through floor cavity. Blocking to be similar to oat above. Bloclkin � Z�lfca�aca �u �ir�� 7"a���� ,�'�'a a��aeu'acraTr�a. At to of car snub truss-wise c+�ntinuua'�uus�x g g y g p � e�I I x F- � � 1 e.� � o�¢W o blocking between truss tops nailed throuugh ww�a11 sheathing to solid,baclti rig.At bottom may be connected with clips, nails,screws„cheats„or similar.. w ¢ � ❑ w III LL O III VERIFY POST BEARING LOCATION F w¢z w - chord, support truss v ith hangers by truiss co.to let-ion 2x6 min.,ledger roiled to studs:or Connector(if"blank-fuse; U r z LU � v UNDER GIRDER TRUSSES Cattout NAiu,.,,use :lilt 1 men.,use .Alt 2 min..,use Notes in � - cn z w N to n>in..2x8 ledger over wan sheathing_v ith D at endsn splices and max.- 16 spacing- default_ above) ¢ I � _ 11 ¢ � o z I_�o 70P' 2-2x4 4x4 � I Q I N _ o z �-x¢ Roof Diaphragm:Connect roof diaphragm to ledger(or continuous blocking at 71IP 3 2x4 2 2x:6 4,x:6 N I �I �X M perpendicular mono truss tap chord),, ith 8d ring*sham-or screws at 3"' OC_ 721P 3-2x6 6x6 4-2x4 26 I� 3:12 3:12 II Q oaa 1 1 OUZUU VENTILATION NOTCH � ' t �' `u �� �J ~ AIR BAFFLE W/1"GAP 6 a?Zwo� ARCHITECTURAL N� a�Qoa COMPOSITION ROOFING MANU.TRUSS I I l 2 P o¢z MANUF.TRUSS MANUF.TRUSS DROP END GABLE TRUSS "l z Q a *xw � C7 U Z» ��-FF 7/16"SHEATHING ARCHITECTURAL COMPOSITION ROOFING ARCHITECTURAL COMPOSITION ROOFING zz 12 7/16"SHEATHING 1 2 7/16"SHEATHING — 2 X 1LL 21FASCIA ENCLOSED SOFFIT(DENTED) 3 J PLAN AREAS gw °a 2 X 10 VENTED AIR BAFFLE W/1"GAP AIR BAFFLE W/1"GAP �� — — — — — — — — — 6. — — O °o°`= X 12 FASCIA OUTLOOKER BLOCK PER 23'-0" 1'-6" O �z ��' 3 - BASEMENT FLOOR 1 ,180 SQ.FT. PLAN 23-0 12-9 6-0 2-0 zaz� ENCLOSEDSTRIP VENT SOFFIT ALUM. DRIP EDGE - ZX101P�L ALUM. DRIP EDGE -'R�49 INSULATION O �R 38 IF 1'-6" 43'-9" 1'-6" MAN FLOOR 1 ,924 SQ.FT. " r r OWNER APPROVAL R-49DROP TOP GABL END TRUSS OVER INSULATION OR RCE I GUTTER GUTTER 2X�0IPw` OVER 100%of COND.cE1uN TOTAL LIVING AREA: 3 104 SQ.FT. VER 100%OF COND.CEILING.. 2 X 12 FASCIA HEEL PER PLAN 2 X 12 FASCIA HEEL PER PLAN INITIAL: 2-°11 GARAGE 513 SQ.FT. VENTED BLOCK VENTED BLOCK PAGE #: 5/8'SHEETROCK STRIP VENT T&G CEILING STRIP VENT 5/8"SHEETROCK 1/2"SHEETROCK ENCLOSED SOFFIT HURRICANE TIE ENCLOSED SOFFITVol BEAM PER PLAN 1/2"SHEETROCK S d� pow j1i 2X6WALL PER PLAN PER PLAN UTILITY�MECH. 24 SQ.FT. � h d R-21 INSULATION 2 X 6 WALL Upper Level Walls and Roof Framing ENTRY PORCH 92 SQ.FT. PAGE: - Roof diaphragm is 11 RD, typ. 3 )��? VE DETAIL @ TRUSS RAKE 2 X10TRUSS TAIL @ BEAM DETAIL w TYP. EAVE W/2 X 10 TRUSS TAIL - Truss ayout is as shown. Truss des gn and analysis by others. COVERED DECKS 109 SQ.FT.�FE SCALE: 1/2=1' I SCALE: 1/2= 1' - Exterior on walls at roofpop-ups �' °�� j pony are 1 PW, typ• � � ��� �� - Fireplace and chimney framing per Arch and code. OPEN DECKS 134 SQ.FT. MAX BUILDING H T. ASSEMBLIES AND FINISHES 459.91' PER AMC RESTRICTION J. STERLING NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ,,, MAX BUILDING HT. ILLUSTRATION PURPOSES ONLY VERIFY ALL MATERIALS AND FINISHES. "' 454.00 PER CC&R RESTRICTION ARCHITECTURAL COMPOSITION ROOFING ° � ` `� N • CERTAINTEED PRESIDENTIAL SHAKE 1/4" — 1 U.N O. N • VENTED RIDGE OR ROOF TO WALL VENT D • ROOF SHEATHING PER STRUCTURAL �' 1 �J L. M... I�..A l • COLOR.CHARCOAL BLACK-TO BE VERIFIED T OVERALL 1 • 3:12 PITCH TYP. 450.53 BUILDING HT. 12 12 STANDING SEAM METAL ROOF 05-22-25 ,i 3 3 ❑ • 1 1/2:12 PITCH TYP. 1 12 2 • COLOR: BLACK hl..:\/VR iIC..�I M..A 4.i��. o z_ 1 • MFR.TRUSSES 24"O.C. 3 a 12 • HEELS PER PLAN 3 0 4A R 49 INSULATION OR R-38 IF OVER 100/o OF COND. CEILING 3 GRATE ROOM PLATE HEIGHT „ • SPRAY FOAM INS.WHERE TRUSS VENTILATION NOT POSSIBLE a • 5/8"GWB UNDER INTERIOR CEILINGS • T&G UNDER EXTERIOR CEILINGS 138"-UPPER WIN. HDRS. t 3 3 3 A TYP. FASCIA 2 X 12 @ REAT ROOM TYP. PLATE HEIGHT 4A 4A B)2X DECK FASCIA BUILDUP PER PLAN/DETAIL C)BELLY BAND FASCIA BUILD-UP TO MATCH DECK FASCIA 5A 10 5B 4 5A • FASCIA COLOR: SW 6258 TO BE VERIFIEDIn ) ° 10 CONTINUOUS ALUMINUM GUTTERS WHERE NEEDED TYP.WINDOW HEADERS A)VENTED HARDI SOFFITS @ OVERHANGS J i B)T&G UNDER EXTERIOR CEILINGS Q NOTE:VERIFY ALL HEADER HORIZ FIBER CEMENT LAP SIDING @ 7" 6 12 11 • COLOR:SW 7046-ANONYMOUS HEIGHTS WITH SUPERVISOR N G ME v • U) — PRIMED SPRUCE INSIDE CORNERS • X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM M O op ..., F t 1 • "T"MOLDING TO LINE UP JOINTS FOR WALLS> 12'-VERIFY W zo W FIBER CEMENT PANEL SIDING � • COLOR SW 704 BE VERIFIED) • PRIMED SPRUCE INSIDE CORNERS 14 • X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM W 434.00 MAIN FLOOR ------------------ — PARKLEX LAP SIDING 12"EXP.-VERIFY a la 12 5/8 FLOOR SYSTEM .......... ....................... ........................................................... 1 1 ................................................................ 3 @ 4A 5 5 MAIN PLATE HT. °°° °°° °° °° °°° °° °°°" °° °° °° 4A • FINISH: NUX/NATURCLAD W 8 • INSTALLATION PER MANUFACTURE TYP BASEMENT HEADERS 10 5A O : .. • "T"MOLDING TO LINE UP JOINTS FOR WALLS t z 1 O 10 FIBER CEMENT WRAP ON COLUMNS ��������� � ���� 2 10 6 11 } ❑ • COLOR:SW 6258 ❑ A3 t " • X METAL OUTSIDE CORNERS z x , t _ BEAM PER STRUCTURAL a • ARCH GRADE W/NATURAL FINISH IF EXPOSED 1 Q • IF USED IN DECK STRUCTURE ° o� o TREATED W/HI-CLEAR II WOOD TREATMENT 00 ¥ o TO HAVE WATERPROOFING SEALANT ON TOP a o TO BE METAL CAPPED AVG.ORG. • 2X6 WALL FRAMING AT EXT.WALLS 424.91 RADE _ _ _ _ _ _ _ _ _ _ _ _: . • R-21 INSULATION @ COND.WALLS G 16 11 • 1/2"GWB INTERIOR FINISH 423.85' BASEMENT FLOOR _ _ _ _ _ a a • SIDING PER ELEVATION a 4"SLAB ON GRADE FLOOR SYSTEM r • TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING m 0 • 1/2"GWB FINISH •VERIFY STRUCTURAL PER PLAN � 12 ❑ o R 21 AT FIR OUTS IN BASEMENT U U CABLE RAILING w • 36"HIGH TO CODER co 13 0 TREX OR TIMBERTECH DECK &� • 2 X 12 PT.JOIST 24"O.C. o 14 COLOR TO BE DETERMINED �--- ❑ N o 11 7/8 BCI 6000 1.8 16 O.C. U.N.O. • R-38 INSULATION IN COND. FLOOR OVER CRAWL OR CANT. 1 5 • Q' EN PE FLOOR DIAPHRAGM Z G SPEC 00 G ❑ — �dY u..u..0 IL.IL.If .. . • n h 4 N LAB CO NC.S Q W R 10 ENTIRE SLAB ON GRADE COND.AREA C� @ � ;1 W 16 z ' Qxa O :a w BUILDING SECTION 1 m 2 &q � 0- v') MAX BUILDING HT. PER AMC RESTRICTION 459.91 N MAX BUILDING HT. , 11 PER CC&R RESTRICTION 454.00 W Q o USN 1 CHIMNEYCAP/ M z �J N BUILDUP �OVERALGL , /` co s 1❑ 12 3 450.53 Q Q 1 12 1 W W 3 � � 12 3 J 0 U � 4A — W 12uj GRATE ROOM PLATE HEIGHT 1 i 3 I— HDR h � ... ..... .... : 3 ... ...:.... .... ' 3 � 138"-UPPER WIN. S. U @ GREAT ROOM W U O 4A 4A 4A °° TYP PLATE HEIGHT 5A 5A 5B 5A z Q TYP.WINDOW HEADERS 1 Z 0 � M Q _ O M N 5 6 11 12 11 G o, NOTE:VERIFY ALL HEADER N HEIGHTS WITH SUPERVISOR 1 ...................................... o = } O co .......: ......k N ¢ Z> 12 000 13 z -- --- ---- --- z ffi 2 ..... ........ �N 14 LL W�az MAIN FLOOR 434.00� ;z 3 N 4A 15 15 12 5/8"FLOOR SYSTEM O W°a 4A ------------------------------ �---- ---------������------------.------------- �� ....... MAIN PLATE HT. Z~ ��s 5A 5A 5B ❑N_Ym - TYP. BASEMENT HEADE S =N z❑ t Za Wwa 10 t o X ID i N 10 z U �=>wz W =�Z❑° A3 AF¢W ��Z=a '^ w�wwo v/1 6 6 6 9 11 12 12 11 4a QUO ......HwwM ....... Q O O O O � ❑ ZU T aOC9ma PLAN AREAS °zza $ — �❑❑_- ZW a¢ U O �U Z _ AVG oRG. 424.91 0 o a Z W w GRADE _U U 16 16 a t-z z ...... ........ ........ .......:... .....:. ........ ........ ........ ........ ........ ...... ........ ......... .......:. ........ ........ ............. ',. Z w U Z.0 BASEMENT FLOOR 1 ,180 SQ.FT. J a . BASEMENT FLOOR 423.85 ' mz ZFza 4"SLAB ON GRADE FLOOR SYSTEM coo m MAIN FLOOR 1 ,924 SQ.FT. D ~z°~ �a�o a�ma d z4,, c Q q O w x LL ti TOTAL LIVING AREA. Z 3,104 SQ.FT. � N_ OWNER APPROVAL GARAGE 513 SQ.FT. INITIAL: UTILITY/MECH. 24 S .FT. Q PAGE #: ENTRY PORCH 2 .FT. AIIIIIIIIIIIIIII7111 9 SQ COVERED DECKS 109 SQ.FT.77 OPEN DECKS 134 SQ.FT. PAGE: BUILDING L D I NGSECTION 2 U MAX BUILDING HT. ASSEMBLIES AND FINISHES �i ':�'i�bii " `�' ��� � " �"� PER AMC RESTRICTION r459-791' J. STERLING NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR MAX BUILDING HT. 454.00' ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. No PER CC&R RESTRICTION ARCHITECTURAL COMPOSITION ROOFING �: el..I.... N N • CERTAINTEED PRESIDENTIAL SHAKE 1/4" — 1' U.N O. N • VENTED RIDGE OR ROOF TO WALL VENTcm 3 n 1 • ROOF SHEATHING PER STRUCTURAL JL.iAY 11 N... �6 1 "' • COLOR: CHARCOAL BLACK-TO BE VERIFIED T 1 • 3:12 PITCH TYP. �OVERALGL450.53' 05-22-2512 12CHIMNEYCAP/ STANDING SEAM METAL ROOF 3 3 BUILDUP ❑ • 1 1/2:12 PITCH TYP. 1 • COLOR: BLACK L.: a�I(..�I M..A 4E o 12 12 3 3 • MFR.TRUSSES 24"O.C. 1 � 3 • HEELS PER PLAN a • R-49 INSULATION OR R-38 IF OVER 100%OF COND. CEILING 1 GRATE ROOM PLATE HEIGHT ❑ • SPRAY FOAM INS.WHERE TRUSS VENTILATION NOT POSSIBLE • 5/8"GWB UNDER INTERIOR CEILINGS 12 1z 3 ... t :;:i ..:.: :5 :.x::. 3 .... ..._.... ... .. ..... ... .. .... .... .... :. ... :... ... ..... :... ..:t. ... ... _. -... t, • T&G UNDER EXTERIOR CEILINGS 3 ' 3 t HDR t 138" UPPER WIN. S. t @GREAT ROOM A)TYP. FASCIA 2 X 12 4A — 4A TYP. PLATE HEIGHT B)2X DECK FASCIA BUILDUP PER PLAN/DETAIL 5A 1 O 5Azo 4 C)BELLY BAND FASCIA BUILD-UP TO MATCH DECK FASCIA ti ❑ • FASCIA COLOR:SW 6258(TO BE VERIFIED) 1 0 ° • CONTINUOUS ALUMINUM GUTTERS WHERE NEEDED TYP.WINDOW HEADERSzo — W A)VENTED HARDI SOFFITS @ OVERHANGS m B)T&G UNDER EXTERIOR CEILINGS Q � N N NOTE:VERIFY ALL HEADER HORIZ. FIBER CEMENT LAP SIDING @ 7"EXP. z 11 12 11 Lo • COLOR: SW 7046-ANONYMOUS N HEIGHTS WITH SUPERVISOR G+ ❑ • PRIMED SPRUCE INSIDE CORNERS �_ ° • X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM co • "T"MOLDING TO LINE UP JOINTS FOR WALLS> 12'-VERIFY W � ao � zo t FIBER CEMENT PANEL SIDING t • COLOR: SW 7048-(TO BE VERIFIED) • PRIMED SPRUCE INSIDE CORNERS • X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM W IL MAIN FLOOR 434.00' H 15 15 15 4C 12 5/8" FLOOR SYSTEM PARKLEX LAP SIDING @ 12"EXP.-VERIFY Q MAIN PLATE HT. • FINISH: NUX/NATURCLAD-W 8 • INSTALLATION PER MANUFACTURE 1 O TYP. BASEMENT HEADE S • „ „ O _ ... —....— ....... ........,I LINE P JOINTS FOR WALL--- ....... T MOLDING TO U JO S O S - Z 11 AP ON COLUMNS o t t t FIBER CEMENT WR • U t COLOR: SW 6258 t t . 9 x -- --- � X METAL OUTSIDE CORNERS 12 12 1 1 BEAM PER STRUCTURAL o o • ARCH. GRADE W/NATURAL FINISH IF EXPOSED .................. 1 • IF USED IN DECK STRUCTURE o� o TREATED W/HI-CLEAR II WOOD TREATMENT a o TO HAVE WATERPROOFING SEALANT ON TOP a o TO BE METAL CAPPED AVG. ORG. • 2X6 WALL FRAMING AT EXT.WALLS ... ... .. ... ... ... ... ... .. GRADE 424.91 11 • R 21 INSULATION @ COND.WALLS 16 ` 16 • 1/2"GWB INTERIOR FINISH _ _ _ _ BASEMENT FLOOR 423.85' • SIDING PER ELEVATION - 1 ^ 4"SLAB ON GRADE FLOOR SYSTEM • TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 0 • 1/2"GWB FINISH 12 • VERIFY STRUCTURAL PER PLAN o • R-21 AT FIR OUTS IN BASEMENT U m U CABLE RAILING w 13 • 36"HIGH TO CODER co E 0 TREX OR TIMBERTECH DECK & 1 d • 2X12 PT.JOIST 24"O.C. p T • COLOR TO BE DETERMINED �a N • 11 7/8"BCI 6000 1.8 16"O.C. U.N.O. O [A M) • R-38 INSULATION IN COND. FLOOR OVER CRAWL OR CANT. IL W 15 • ENG.SPEC FLOOR DIAPHRAGM Z � .o U.) �- • 4"CONC.SLAB w Q ILIJ > uu T s • R-10 ENTIRE SLAB ON GRADE COND.AREA LJJ C0 p [16] @ w �s J z W. M 0 z N Qxa <1II O :a w BUILDING SECTION 3 m &� �s MAX BUILDING H�TION PER AMC RESTRI N MAX BUILDING HT. , ' ' I PER CC&R RESTRICTION 454.00 W Q o USN z N 1 00 12 �OVERALGL450.53' z �12 3 CHIMNEYCAP/ W a 3 BUILDUP /^`� I..L a 1 12 w ui 3 1 12 12 '^ 3 -- 3 U �+ / Q U) 1 x —I 1 � 3 3 3 138"-UPPER WIN. HDRS. U 0 @ GREAT ROOM LLI U O 4A 4A TYP. PLATE HEIGHT 5A 5A O z Q 10 10 TYP WINDOW HEADERS z m O _ t � M t Q C M 0 N Z NOTE:VERIFY ALL HEADER 11 12 11 8 N HEIGHTS WITH SUPERVISOR oo op .. - N ¢ ¢v ........ ............ j w O O m nn 13 � � ozU o,-o 1 a 7 QOWo' W 2.Z U MAIN FLOOR 434.00 O ;a,guj 15 15 4C 12 5/8" FLOOR SYSTEM z w a w 13 __ _ __...a .......� , MAIN PLATE HT. a xxx oYm .............................. ........I. TYP. BASEMENT HEADE S W Q W 10 �xxxxxxxxxxxx x z U zW��� 11 �WNmm USYWZ =�zoa i...... y m�¢wF ==a w wawa LL 12 11 x 6 U) LL aa000 oo n ozo tJ mm ZUZ ' I :, xxxxx xxxxxxxxx O � Z� W. Q W N F mQ O PLAN AREAS �3¢oa Z 1211 El — zzm¢z xx xx 0 z ¢� W 2 U x"xx"xx"xx"xx"xx"xx"xx"x. �UzFF AV GRADE 424.91' 0 ooauW 16 16 �zz _ I ( BASEMENT FLOOR 1 180 SQ.FT. J g��°° a a T FLOOR 423.85 a W�N LL BASEMEN 4"SLAB ON GRADE FLOOR SYSTEM z~z¢_ MAIN FLOOR 1 ,924 SQ.FT. D Coom �Q�O c�WF ZZ Z� TOTAL LIVING AREA: 3,104 SQ.FT. Wa`° �LL mz GARAGE 513 SQ.FT. OWNER APPROVAL UTILITY/MECH. 24 SQ.FT. INITIAL: #: F ENTRY PORCH 92 SQ.FT. �RRN� ea . COVERED DECKS 109 SQ.FT. OPEN DECKS 134 SQ.FT. PAGE. BUILDING SECTION 4 ".)H S `,A 3 Y AVERAGE ORG. GRADE CALCULATION AND, HT. RESTRICT10NS, MAX BUILDING HT ASSEMBLIES AND FINISHES Elev. M Elev.: L P MER A XMC R EMS T RAI C Tjl�O;N L4 5 9.91 1 NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING AX BUILDING ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. CD S C C14 (Sta rt'i ng at ga rage a n d goi ng cl ock'"ji se) 1 422.W ARCHITECTURAL COMPOSITION ROOFING CERTAINTEED PRESIDENTIAL SHAKE 2 423.5,0 * VENTED RIDGE OR ROOF TO WALL VENT 1/4" = 1' U.N.O. U) D cm * ROOF SHEATHING PER STRUCTURAL 3 428.00 * COLOR: CHARCOAL BLACK-TO BE VERIFIED J 3�'\A�]7A�- �DA 12 IL 1OVERALL * 3:12 PITCH TYR 4 430.00 'N( IBUILDING HT 450.53'� 05-22-25 CHIMNEYCAP/ 3 12 STANDING SEAM METAL ROOF BUILDUP 3 1 1/2:12 PITCH TYR 5 431.100 12 7 COLOR: BLACK 6, 433.75, 3 MFR.TRUSSES 24"O.C. 07-25-25 REV.1 7 432.00 3 12 12 HEELS PER PLAN W18463OP1111 W17 5030 PICI..- 4A 3 R-49 INSULATION OR R-38 IF OVER 100%OF COND. CEILING GRATE ROOM PLATE HEIGHT * SPRAY FOAM INS.WHERE TRUSS VENTILATION NOT POSSIBLE cn 9 430.25' 5A * 5/8"GWB UNDER INTERIOR CEILINGS a.1111111111111 ... ... .. ... 0 M...1...1...ME..ME.. 138"-UPPER WIN. HDRS. * T&G UNDER EXTERIOR CEILINGS ,9 423.50 ........... < A)TYR FASCIA 2 X 12 co .......................... ................ ......... TYR PLATE HEIGHT B)2X DECK FASCIA BUILDUP PER PLAN/DETAIL 1,0 416.50 MIMPEREPERMUMM 4A zo ................. ........... .................. C)BELLY BAND FASCIA BUILD-UP TO MATCH DECK FASCIA 5, M111111111"Ill 5A * FASCIA COLOR:SW 6258(TO BE VERIFIED) c/) 5A 141 11 416.7-5, 10 * CONTINUOUS ALUMINUM GUTTERS WHERE NEEDED . ..........................E7777....... ...............RENEE........................... ATII TYR WINDOW HEADERS ........................ lilligifflig ............... 1w 12 417.25 mil..mil..M..mil..-..11 A)VENTED HARDI SOFFITS @ OVERHANGS ................ .......... ................. ............. . .......... .......... ................ B)T&G UNDER EXTERIOR CEILINGS .......... 13 421.50 < z 1� HHHHHHHHHHHHHHHH, .mmmmmm.......... EXP. z go 14 422.35, H NOTE:VERIFY ALL HEADER HORIZ. FIBER CEMENT LAP SIDING @ 7 0 6 ..... * COLOR: SW 7046-ANONYMOUS TOTAL AVG. ORG. GRADE: 424.91 HEIGHTS WITH SUPERVISOR o PRIMED SPRUCE INSIDE CORNERS U) LLI .... ........... C) * X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM .... ........... M 1 D�P 0 1 NT 0 FLOT AT TOP Of' C U R B 414.00 > c) < * "T"MOLDING TO LINE UP JOINTS FOR WALLS> 12,-VERIFY LLI cn 0 LU 0- ........... Hil HT. RESTRICT10N �PER, CCR,s,40" ABOVE WDPOUNT Of LOT ATTOP Of',CURB: 454.100 FIBER CEMENT PANEL SIDING ........... 13 COLOR: SW 7048-(TO BE VERIFIED) MAXHT. ALLOWED, PER AMC (35," ABOVE AVG. ORG. GRADQ: 459.911 VV22 3060 CA .......... PRIMED SPRUCE INSIDE CORNERS L0 W2 W20 5066 PIC mmmmmmm HIM Wl 9 4666 PIC' 14 ..... X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM W c\I OVERALL BUILD]NG HT. ELEVAT101N: 450.53 ---------------- 434.00'� LO PARKLEX LAP S I D I N G @ 12"EXP.-VE RI FY C14 12 5/8"FLOOR SYSTEM ................. ................................ ....................................................... .................................................. F .................................... .................................. -W MAIN PLATE HT INISH: NUX/NATURCLAD .................... ........... ............................. .. ....................................................I INSTALLATION PER MANUFACTURE .................................. ................................................ .......................... ............. TYR BASEMENT HEADE b "T"MOLDING TO LINE UP JOINTS FOR WALLS z .................................................... . .................................................... ........ VERIFY 10 > 12' AWN FIBER CEMENT WRAP ON COLUMNS ............. ............................ 1.1194-1194-11911 10M 6 ............. ................ 10 * COLOR: SW 6258 ... 10H.............. .....W.111111 6 ..........iffifflifflim Em .............................. * X METAL OUTSIDE CORNERS .......... �z ......... ..... ........ ....... .......__....... milm W01 4620 Pldilililililil P' r 2 'Mill Mililill W03 46 20 1 W02 5020 PIC Mililililill milm 11111111 6 A3 A3 BEAM PER STRUCTURAL (n 0 1.11 0 i....N ARCH. GRADE W/NATURAL FINISH IF EXPOSED Q) limila IF USED IN DECK STRUCTURE c? .....I - b� [�� o TREATED W/HI-CLEAR 11 WOOD TREATMENT W05 3050 FIX CASE ................................ W07 30 50 CASE o TO HAVE WATERPROOFING SEALANT ON TOP o TO BE METAL CAPPED w .......................... ...............................W04 3050 CASE .. ..................................... ..................................i 2X & ......... 06 3050 FIX CASE �'i. ORG. 6 WALL FRAMING AT EXT WALLS ................ 424.9 1' R-21 INSULATION @ COND.WALLS GRADE ......................... aaaaaaaaaaaaaaaaaaaaaaaad ............... ....................... 1/2"GWB INTERIOR FINISH 02 ...........I.................. 11111111111111111111111"I'll .......a...................... BASEMENT FLOOR 423.85' SIDING PER ELEVATION 5' SIDE SETBACK FROM PROPERTY 4"SLAB ON GRADE FLOOR SYSTEM LINE TO THIS POINT TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 1/2"GWB FINISH -LOT LINE NOT PARALLEL TO HOUSE LM 0 VERIFY STRUCTURAL PER PLAN SEE SITE PLAN FOR SETBACKS. R-21 AT FIR OUTS IN BASEMENT N N T-6" 8'-7 3/4" 50�-&g 6-0" CABLE RAILING b bi - 7.5' SIDE SETBACK FROM PROPERTY 36"HIGH TO CODER LL -LINE TO THIS POINT E 0 -LOT LINE NOT PARALLEL TO HOUSE TREX OR TIMBERTECH DECK SEE SITE PLAN FOR SETBACKS. 2 X 12 PT.JOIST 24"O.C. COLOR TO BE DETERMINED 5 N 11 7/8"BCI 6000 1.8 16"O.C. U.N.O. U) 0 R-38 INSULATION IN COND. FLOOR OVER CRAWL OR CANT LL. w ENG.SPEC FLOOR DIAPHRAGM z Q� 'Z U.) IJIJ 11 IJ 0 4"CONC.SLAB < LLI * R-10 ENTIRE SLAB ON GRADE @ COND.AREA C) (D M EI 0 ...... z 0 NORTH-WEST ELEVATION 00 2 cq <1�� i� MAX BUILDING T PLAN AREAS PER AMC REST�Rl�TION IN _'k_[MAX BUILDING HT. >__ BASEMENTFLOOR 1 ,180 SQ.FT PER CC&R RESTRICTION ui cj MAIN FLOOR 1 ,924 SQ.FT 0 L? ILL. CHIMNEY CAP/ z 04 TOTAL LIVING AREA: 3,104 SQ.FT. UILDUP �OVERALGLHT] z 00 BUILDIN 12 12 BUILDING HT�450.53'� w GARAGE 513 SQ.FT 12 1 z Lli 0 ui 3 UTILITY/MECH. 24 SQ.FT 12 0 U) C) W A LLI ENTRY PORCH 92 SQ.FT / I-_ Uj 0� P- 138"-UPPER WIN. HDRS. (]� �e 0� COVERED DECKS 109 SQ.FT ................... @ GREAT ROOM TYR PLATE HEIGHT1 LU 0 0 4A aaaa 4A Z 0 5A r'_ 0 OPEN DECKS 134 SQ.FT co 0� 5B TYR WINDOW HEADERS C? 0f In 0 cy) z ............................... 273016 3016 PI NOTE:VERIFYALL HEADER HEIGHTS WITH SUPERVISOR (D 01) 0? zo Z>- W30 3 j < zlz. 11-------------------- 13--------------------- �0 0.s 0,<0 14 2 FR-A is i i,,i i i -Z )OR 434.00' 0� z it 0'. 4A 4B 12 5/8"FLOOR SYSTEM MAIN PLATE HT W 0� 5A BASEMENT HEADE/RS Z' w z w 0. W z 1 00 10 11 - �z.0 "Z'� I,z'z 9 8 O�OU III LLI '�o .0 0z Z. .............................. W12 205 W13 2050 PIC < AVG.ORG LU 51 P 2 - 424 1 0" GRADE .911 LU 0'ww '�Zz s.0 s ------------------- ----------------------------------------------------------------------------------------------------------------- ............. - BASEMENT FLOOR - - - - - - - - - - - - - - - - - - - - 'Z�c 4"SLAB ON GRADE FLOOR SYSTEM �00M (D 0 c I'a 9 z cc< '0 'z x-2'-51/2" 4, OWNER APPROVAL UNCOVERED DECK EXTENDS 6'-0" 6' INTO FRONT SETBACK INITIAL: W-O" 68g-0" 209_09� PAGE 20' REAR SETBACK FROM PROPERTY 20' FRONT SETBACK FROM -LINE TO THIS POINT PROPERTY LINE TO THIS POINT A94" -LOT LINE NOT PARALLEL TO HOUSE SEE SITE PLAN FOR SETBACKS. PAGE: NORTH-EAST ELEVATION 14,, 11 ".)H S N `,A 3 Y AVERAGE ORG. GRADE CALCULATION AND, HT. RESTRICTIONS, MAX BUILDING HT ASSEMBLIES AND FINISHES Lmg=*�4� Elev. M Elev.: PER AMC RESTRICTION NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR J. STERLING Lo ILLUSTRATION PURPOSES ONLY.VERIFY ALL MATERIALS AND FINISHES. N MAX BUILDING HT CD PER CC&R RESTRICTION S C�"A\ N (Sta rt'i ng at ga rage a n d goi ng cl ock'"ji se) 1 422.00 ARCHITECTURAL COMPOSITION ROOFING CERTAINTEED PRESIDENTIAL SHAKE 1/4" 1' U.N.O. U) 2 423.50 VENTED RIDGE OR ROOF TO WALL VENT D cm ROOF SHEATHING PER STRUCTURAL 3 428.00 COLOR: CHARCOAL BLACK-TO BE VERIFIED 12 12 OVERALL 3:12 PITCH TYR LL 4 430.00 UIL 05-22-25 3 3 CHIMNEY CAP/ �BUILDING HT' STANDING SEAM METAL ROOF 12 BUILDUP 1 1/2:12 PITCH TYR 5 431.100 3 COLOR: BLACK Lu 6, 433.75, 12 3 1 MFR.TRUSSES 24"O.C. 07-25-25 REV.1 12 12 HEELS PER PLAN 7 432.00 3 3 R-49 INSULATION OR R-38 IF OVER 100%OF COND. CEILING SPRAY FOAM INS.WHERE TRUSS VENTILATION NOT POSSIBLE U) 9 430.25 5/8"GWB UNDER INTERIOR CEILINGS �e T&G UNDER EXTERIOR CEILINGS 0 ,9 423.50 138"-UPPER WIN. HDRS. A)TYR FASCIA 2 X 12 < @ GREAT ROOM B)2X DECK FASCIA BUILDUP PER PLAN/DETAIL 1,0 416.50 C)BELLY BAND FASCIA BUILD-UP TO MATCH DECK FASCIA ..................................... .......................................................................... ................................................................................ ................. c/) .......am......................... o FASCIA COLOR:SW 6258(TO BE VERIFIED) ............................................................................ ...........................................................................................................................................u 141 11 416.7-5, M211111111"......... o CONTINUOUS ALUMINUM GUTTERS WHERE NE EME M., ........ ..................... ME ME . ME..... ..........ffiffiffiffi................. .............. TYR WINDOW HEADERS EDED am. .1l,mllmm,iiiiiiiiiiilliffilimH"' M 0000 W Z ......................................................... ..... .......... ....................... 12 417.25 --mmmmmmmmmm, A)VENTED HARDI SOFFITS @ OVERHANGS ............... .................... ME 00 1: ........................................................I I M"Ill"Ill"a B)T&G UNDER EXTERIOR CEILINGS 13 421.50 ............................................................... ........................................... < z 1� i �E HE.....................................................................uu.i ............................ 14 422.35, ..... .... .......... ....... ....... ....... ....... ...... ....... ....... ............ a...... z ..................... . ..... .... --------- EXR 0 .................................................................0 am. ........................................ ..............I HORIZ. FIBER CEMENT LAP SIDING @ 7 a 1101010 . ........ NOTE:VERIFY ALL HEADER 0 a .............. .......................................1 0 "­"",'­"............11................................H"I", 11.......................................1 6 ................... Lo o COLOR: SW 7046-ANONYMOUS ............................. .......a ............. .............................." .................................................................... ME............... .......... HEIGHTS WITH SUPERVISOR TOTAL AVG. ORG. GRADE: 424.91 1 1 lEEEElE ..a . o PRIMED SPRUCE INSIDE CORNERS U) 2: Lu C) o X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM 0 < M I D�P 0 1 NT 0 FLOT AT TOP Of' C U R B 414.00 o "T"MOLDING TO LINE UP JOINTS FOR WALLS> 12'-VERIFY M co Lu 0- .....................................................................I HT. RE STR I CTI 0�N �P ER, CCR,s,40" A B OVE M I Ell P01�NT Of LOT AT TO�P Of',CU R B 454.100 FIBER CEMENT PANEL SIDING .............. .......................................................I ...............................................................I ........................................................................ o COLOR: SW 7048-(TO BE VERIFIED) 3 MAXHT. ALLOWED, PER AMC (35," ABOVE AVG. ORG. GRADQ: 459.911 ............................. ........... ....... ....................... o PRIMED SPRUCE INSIDE CORNERS a a a �mmmmmmmmmmmmmmil lummmilmm MMMMMMMMMM I UUUUUUUill mmmmmm MINE IMMUMMEMM L0 a X METAL OUTSIDE CORNERS-VERIFY FENESTRATION TRIM W C14 MEE ................................ OVERALL BUILDING HT. ELEVATION: 450.53 annual MEMO IL IMAIN FLOOR mummummummummumm Fula I_ Lo 11111111111111111111111111 IMMUNE mum < C-4 ........................................ ............................................................................... 4C 125/8"FLOOR SYSTEM PARKLEX LAP S I D I N G @ 12"EXP,-VE RI FY ............................................................... ...... 4A' 1111111111111111111111011 , lj� FINISH: NUX/NATURCLAD-W ................ ............................................................................... ME............................ .............. ......... ............................................ ............. ..................A .... .........................................................................................I INSTALLATION PER MANUFACTURE TYR BASEMENT HEADE S u 5A ................................. 5A'" "T"MOLDING TO LINE UP JOINTS FOR WALLS ................. ................ ............ ...........................................................................................I...........I .........................................................................................I .............IMM......................IN ....................mll""Il""Ill",ll""Ill""Ill",ll""IllI.....a...... ........... ............................................................... ..... VERIFY .............................................................................I .....................ul .......... > 12' .............................................................. FIBER CEMENT WRAP ON COLUMNS ............................................................................................................................. .......... .......................................... ........... .......... ............................................................................................ o COLOR: SW 6258 .. .............................. ........................................................................................I um ............. ............................................. ........................................................................................................ ......... ........ ...............a a a a a a a I 4AWWWWWWAM m m m m MI o X METAL OUTSIDE CORNERS ............................................ ..................................................................................................... ...... z .........H­­....... .......H­­...... H­­.......H­­...... .......H­­­.......U.N. � a......H­­....... .......UM ............... 0 mmmmmmmmmmmim H"" 1EIE1.1................... (n MI 6 6 BE BEAM PER STRUCTURAL 0 ............... a MUMMUMMUMMUMMUMMIN IMMUMMEM ililililmmmmmmK..ME .............................. 6 .............................. 1111111111MM EM 1.11 0 ................................................ ............... .................... .. ....... ............. ............................................................................................... mou o ARCH. GRADE W/NATURAL FINISH IF EXPOSED ............................... .................."I............... ................................ ........... ..............4 o IF USED IN DECK STRUCTURE .............................................................. ........... I? .............. .... .............. ......................... .. .......................................................................................... ....................................................... M MIE MEN= 00 o TREATED W/HI-CLEAR 11 WOOD TREATMENT a ...............................................................I.I.I.I.I.I. .............................................................................................................................. ................................................................................................................................................ a a­a­a­a o TO HAVE WATERPROOFING SEALANT ON TOP .MEMEMEM1................................M.M.MiEr ...................................................... ..................................... o TO BE METAL CAPPED .................................................................................................................................................................... ............................................................................. ............................. ......................................... muumuu .................. o 2X6 WALL FRAMING AT EXT WALLS a 70 .1 / �. ORG. .... ..... ...... ...... ...... mmmmmmmmm'm'a a a GRADE 424.9 1' o R-21 INSULATION @ COND.WALLS o 1/2"GWB INTERIOR FINISH ............................................................ .............. .............................................................N. ................ BASEME o SIDING PER ELEVATION RETAINING WALL 4"SLAB ON GRADE FLOOR SYSTEM DEPENDENT ON GRADE TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING 1/2"GWB FINISH * VERIFY STRUCTURAL PER PLAN o R-21 AT FIR OUTS IN BASEMENT 6-0" 3-9 7/8" 50�-&g 6-6" 7g-6" CABLE RAILING bi - 5' SIDE SETBACK FROM PROPERTY 7.5' SIDE SETBACK FROM PROPERTY o 36"HIGH TO CODER LINE TO THIS POINT LINE TO THIS POINT E -LOT LINE NOT PARALLEL TO HOUSE -LOT LINE NOT PARALLEL TO HOUSE 0 TREX OR TIMBERTECH DECK 4 SEE SITE PLAN FOR SETBACKS. SEE SITE PLAN FOR SETBACKS. o 2 X 12 PT JOIST 24"O.C. 0 o COLOR TO BE DETERMINED N �X) cn o 11 7/8"BCI 6000 1.8 16"O.C. U.N.O. C::� o R-38 INSULATION IN COND. FLOOR OVER CRAWL OR CANT U) 0 LL w o ENG.SPEC FLOOR DIAPHRAGM z Q� 'Z U.) IJIJ 11 IJ 0 4"CONC.SLAB < > LLI o R-10 ENTIRE SLAB ON GRADE @ COND.AREA C) (D M [16] 0 ...... EI z u� 0 SOUTH-EAST ELEVATION 00 2 c'q <1�� 0- v') MAX BUILDING H F459.9i�PER AMC RESTRTICTIONH PLAN AREAS N MAX BUILDIN(] 454.00' PER CC&R RE�:: FRICTION BASEMENT FLOOR 1 l 80 SQ.FT uj 0 MAIN FLOOR 1 ,924 SQ.FT. LL OVERALL z 00 TOTAL LIVING AREA: 3,104 SQ.FT. w BUILDING HT 12 12 I-_ 12 GARAGE 513 SQ.FT z w Lu 12 UTILITY/MECH. 24 SQ.FT. (D 3 U) in U) GRATE ROOM PLATE 4A 12 LLI 3 ENTRY PORCH 92 SQ.FT. uj E2 138"-UPPER WIN. HDRS. TYR PLATE HEIGHT REAT ROOM 4A COVERED DECKS 109 SQ.FT. uj 5A OPEN DECKS 134 SQ.FT. 0 C? I? rn TYR WINDOW HEADERS 5B __7 z < �NOTE:VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR 9 op �o Z>- �7 <�0 ------------------- Z'Z. �o 0.s 3 ........................................ 14 OZ 10 I IEE [EE 12 5/81,FLOOR SYSTEM 413 4A TY BASEMENT HEADERS 5A 2<2 w z So� 0.)�w 10 0 1'�0�11 Dzm< 0 ii�ii z F w Lu 'o 0� .0 oz Z. oZD:5 ui UJ -Z<. 424. 1 1 AVG. ORG. L L W W GRADE ui 000 'o" z--� zo Z. BASEMENT FLOOR -D L)0 Z'Z 4"SLAB ON GRADE FLOOR SYSTEM coom (D Z 0 Z<" <0 IZ OWNER APPROVAL UNCOVERED DECK EXTENDS 6' INTO FRONT SETBACK 6'-0" INITIAL: 20g-0" 68g-0" W-Ug PAGE 20' REAR SETBACK FROM PROPERTY l'-6 11/16" f% 'o4 20' FRONT SETBACK FROM LINE TO THIS POINT PROPERTY LINE TO THIS POINT I I ) -LOT LINE NOT PARALLEL TO HOUSE SEE SITE PLAN FOR SETBACKS. PAGE: SOUTH-WEST ELEVATION 115 aif' 11 S `,A 3 Y FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. STERLING CD PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: ABBREVIATIONS: S C,,A\�-�= - N cli Manufarturp : Simpson brand is specified, however any other nationally recognized brand may General Construction: Predrill all nail, screw, and lag holes where required to avoid splitting. Geotechn'cal Report: CCI is not aware of a geotechnical report for this project. CCI strongly A: Area 1/4" = 1' U.N.O. AC: Asphalt Concrete NIC: Not Included be used provided that they are equivalent in their ability to carry all applied loads in all directions Connect all wood members per the Plans and applicable building code. Where Structural Plans recommends that a geotechnical report be performed by a qualified geotechnical engineer for BI: By Inspection OC: On Center spacing <_ and orientations. do not specifically address a structural element, construct said element per minimum building all construction projects. Soils analysis and geotechnical engineering are not a specialty of BRNG: Bearing (wall usually) OSB: Oriented Strand Board 05-22-25 Installation: The Contractor shall install all prefabricated items in strict accordance with the code. CCI. CCI depends on others for the provision of soils data, which includes but is not limited to: E: Elastic modulus or Electrical PCF: Pounds per cubic foot U_ manufacturer's recommendations and requirements. If installation risks cracking of wood, Framing Maternal. All sawn framing lumber, not including beams, posts, and columns, shall be allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral (E): Existing PLF: Pounds per Lineal Foot predrill pilot holes. Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI EOR: Engineer of Record Ply: Plywood Z CCI: Construction Ca Ic, Inc. PSL: Parallel Strand Lumber All sawn wood shall have moisture content less than 25%. will make assumptions regarding soil parameters, however, CCI takes no responsibility or CIP: Cast in place concrete PSF: Pounds per Square Foot PREFABWOOD PRODUCTS Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from liability for future settlement, or damage or injury due to earth movement or failure of any kind. CMU: Concrete Masonry Unit PSI: Pounds per Square Inch horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway CO: Callout or Cleanout PT: Pressure Treated with preservative PREFABRICATED WOOD PRODUCTS: connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. specifications for imported road base or sub base; or use sand or other clean granular Conc: Concrete PW: Plywood or OSB shear wall Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members Stud size, material, and maximum length between diaphragms is shown in shear wall table. materials no larger than pea gravel. All structural fill must be compacted per the following Cont: Continuous RC: Relative Compaction Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 section. DF: Douglas Fir REF: Reference, not actual shall be designed by a certified professional engineer. The prefabricated structural roofing or better, except where exposed to weather and specified as PT (Pressure Treated) may be Compactioll: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical EXT Exterior REQ or Reqd: Required designer shall provide to the Contractor stamped design drawings with appropriate notes FP: Fireplace ROW: Right Of Way showing member sizes, forces, installation procedures, blocking, bracing, etc. Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products (vibratory or impact) methods. In paved areas and under structures, use structural backfill GW: Gypsum shear wall Rt: Right W section below. compacted to 95% relative compaction. In non-paved or non-footing areas use structural Gyp: Gypsum wall board S: Section modulus Engineered Wood - General. These products must be provided, stored, and installed in Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to 92% relative GL or GLB: Glulam Beam SC: See Callout < accordance with manufacturer's recommendations. Failure to do this may void the warranty Shear Wall Table herein using materials designated for lateral load resistance by nationally- compaction. HF: Hem Fir SD: Storm Drain l­_ Z and diminish load carrying capacity. Any national ly-recog n ized brand that meets the below HVAC: Heating, Ventilation, and Air Conditioning SIP: Structural insulated Panel Z approved manufacturers. All shear walls must be positively connected at top and bottom to When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation 0 specifications is acceptable. diaphragms. Walls not specifically called out, or labled "NS" are not intended as shear walls and and compact per the above. 1: Moment of Inertia SK: Sketch U) I-beam Composite Web / Flange Joist Products. The contractor shall install the I-Joist products IBC: International Building Code SOG: Slab On Grade > shall be built per minimum code. Foundations- Footings on Soil: All footings and foundations to bear on undisturbed existing soil ICF: Insulated Concrete Form SPF: Spruce Pine Fir W complete with web stiffeners and other blocking / bracing as shown on the Plans and / or as [2 Cn recommended by the manufacturer. Multiple Ply Members. or structural fill. All organic and deleterious material beneath footings and foundations to be IEBC: International Existing Building Code SS: Sanitary Sewer W Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost INT. Interior STAO: Shear Transfer Around Opening PSL (Parallel Strand Lumber) and Versa-Lam. Use minimum 2.OE, 2,900 psi minimum as a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. zone, not less than 12". IRC: International Residential Code SP: SIPs shear wall allowable bending stress. K: Kip (1,000 lbs.) TYP: Typical W LVL (Laminated Veneer Lumber). Use minimum 1 .9E 2,600 psi minimum allowable bending Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used Foundations- Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, LVL: Laminated Veneer Lumber U-D: Upside-Down, hanger typically as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing; or no dirt, moss, debris, or other deleterious substances. Pressure wash as necessary. Use bonding LSL: Laminated Strand Lumber UNO: Unless Otherwise specified elsewhere stress. s of glue and 2 screws at 12" max spacing. agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no Lt: Left V or v: Shear(lbs) or unit shear (plf) respectively LSL (Laminated Strand Lumbe ). Members indicated as 1 .5E shall have min., 1.5E modulu b Glue- Ep=. Where specified, wood to wood glue shall be commercial grade with minimum dowels into rock are necessary. NA: Not Applicable W: Wall, full length A elasticity and 2,300 psi allowable bending stress. Members indicated as 1 .3E shall have min., NB: Not Bearing WWF: Welded Wire Fabric shear strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. For wood to steel, use Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long 1.3E modulus of elasticity and 1,700 psi min. allowable bending stress. Liquid Nails Fuze*It or similar with min., 400 psi shear strength at 28 days. Prep and apply per dowels rotohammered min., 8" into solid rock. Rotohammered holes to be 1/2" diameter, Glue-Lamonated Timbers. Unless otherwise noted, all glularn beams shall be 24F-V4 DF/DF. SCOPE OF CONSULTANT'S WORK: Z manufacturer's recommendations. perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: Glulams for use as beams shall have camber built in per manufacturer's recommendation. Use 33 Consultan . The consultant in responsible charge of the work indicated herein is Tim K. (n 0 Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36 0 industrial appearance grade, unless visually exposed to interior living space use architectural Garrison, P.E., doing business as Construction Cal c, Inc., hereafter indicated as "CCI." 0 wood use. Wood and dowel shall be clean and dry prior to epoxy installation. OC max spacing. Dowels to be centered on sternwall. appearance grade. All glulams shall be manufactured by an AITC approved fabricator. Store Structural Strateg . See page C1, Structural Calculations. Window and Door Openings. o For pad footings larger than 12" square or round, use three dowels spaced 8" apart, and install in accordance with manufacturer's recommendations. Calculations. The calculations included herein are only those required to ensure compliance Header. Use minimum size as called out on Plans. All headers shall be installed with their tall centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover Pressure Treated (PT) glulams shall be not less than 10% weaker than the above in bending, with code. We do not intend to compute every structural element nor every load combination. dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat at top and / or side(s). shear, and modulus of elasticity, using suitable wood species for pressure treating. Much of our analysis is "Bl" (By Inspection.) STRUCTURAL STEEL: 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new header is specified, the wall is assumed non-load bearing and wall top plate may serve as the centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover single-family residence. CCI takes responsibility only for items specifically addressed in our General. All fabrication and erection of Structural Steel shall comply with the requirements of header. at top and / or side(s). drawings and calculations. Constructed items not specifically addressed herein shall be built AISC (Thirteenth Edition). Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining per current building code. Structural Shape Materials. All structural shapes shall comply with the following standards for each opening shall be individual members with full-height king studs between them. Each material and a suitable vapor barrier (designed by others) are recommended for all interior Applocab loty of these Standard Specifications. These Standard Structural Specifications shall be except where noted otherwise. header shall use the number of king studs specified below or in the Structural Callouts. slabs. a lied to all work indicated in CCI's structural calculations, drawings, callouts, and as covered o Angles, channels, and plates: ASTM A36 (Fy=36 ksi) or better. pp bi Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to Welding. All welding by state-certified structural welders. For shielded metal arc welding, use hanger of similar bearing length and capacity may be substituted for trimmer. finishe-d grade, shall be provided at the base of all footings and retaining walls which will have under Tim K. Garrison's P.E. seal. These Standard Structural Specifications may also contain provisions for work outside our work scope; Contractor is encouraged to use these E 0 only low hydrogen electrodes, min. 70 ksi., in conformance with current ANSI /AWS code. All Kin Studs. Unless otherwise shown on Plans use the following. These must be full-height, earth placed against them. Footing drains shall be 3" or 4" perforated pipe routed 9 Specifications for all such work. base plates, beam end plates, steel end connectors, stiffener plates, and bent plates at column bottom plate to top plate, IE diaphragm to diaphragm. downgradient to daylight, unless otherwise specified. Construction Inspection. CCI has not been retained to perform construction inspection. CCI ends shall be shop fabricated unless otherwise noted or shown in the Plans or structural * Opening less than 6' wide - use min., one king stud each end of header. CORROSION RESISTANCE: takes no liability or responsibility for ensuring constructed items are built in accordance with N sketches. Weld size shall be equivalent to or better than the element being welded, and shall * Opening 6.1' wide to 9' wide - use min., two king studs each end of header. d &j M) C.Y) C::� Fasteners, Framing Hardware. Use galvanized, epoxy coated, or stainless steel for all nails, these structural analyses, and / or the building code. Further, CCI does not specify Special LL U) 0 W 0 be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. Z Q� welded elements. screws, bolts, lags, washers, nuts, framing hardware, etc. for ALL exterior applications. Inspection per the IBC, IRC, or other local or national building codes. Special Inspection 0 Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at r3f 0 U) Structural Steel. Coating for structural steel shall be per that section herein. requirements are the responsibility of the approving jurisdiction and the Contractor. < !.IJ I.IJ Bmita. Bolts and anchor bolts to be ASTM A307 grade A, unless otherwise shown. Provide W T,� a header, the end of the header shall be connected to the remaining top plate beyond with a M LOADS - 2021 11113C and ASCE 7-22: C) bi V) standard washers under all nuts and anchor bolts, unless specifically prohibited elsewhere. STANDARD CONCRETE: 4, horizontal CS20 strap with minimum 12" length on the header and 12" length on the top plate Z C�6� �2 Steel Coating Systems. The requirements of this section are strongly recommended but are Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day Locatio,nJ3913 Rock Rild1l,e Parkway,Anacortes,,WA 0 C") LU �`- beyond. Strap may be on top, inside, or outside of wall. 2.1... T_ 5 optional at the Owner's discretion. All coating systems shall be installed in strict accordance Anchor Bolts. strength of fc = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 ceiling with manufacturer's instructions and recommendations. Touch up shall also be in accordance S sacks per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in Roof+ Roof O�nly Only Floor Deck Garage with manufacturer's recommendations. hear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance Ceil Dead Dead D�ead D�e ad Dead Wall DL Dead Structural steel systems that will be exposed to weather shall be shop coated with a 3 coat spacing shown in the Plans but never greater than 72" OC and within 12" of ends and corners, Unfactoredl 16 0 psf I 10 0 psf I s o psl 15 o psfl lo o psfl 1 o.o psf F-o 0 psi N with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head with IBC and ACI 304, latest edition. �13D 9,0 psf 6 0 psf 3 0 psf 9 0 psf 6 O�Psf 6 0 Psf 0,0 Psf system. Preparation shall be a commercial sandblast, 2 - 3 mil anchor pattern. The prime coat on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / Mech Unhab. Habliffil. shall be a 3 mil thick organic zinc primer. The intermediate and topcoats shall be 3 mils thick or waterproofing may be used provided the strength and durability of the concrete is not Rool Live Floo�r Live Deck Live Loft Live Attic Live Attic Live UJ < each using a vinyl high-build coating system. Unless otherwise specified by the owner, the final wet set - see specifications in previous section. An alternate to wet-set anchor bolts and adversely affected. Unfactoredl 20 0 psfl 410 psf 1 60 0 psf I I I 1 0 washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor 75L 15 0 psf 30.0 psf 45.0 psf 0 0 psf 0 0 PSI` 0 0 Psf LL color shall be 'primer grey'. Contractor shall verify this color with owner prior to any paint bolts. Air Entraonmen . Provide 5% air entraining in all concrete exposed to the earth or weather. Roof Roof Snow, application. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM Snow, Snow, Sliding, Hot Tub, Z Z co Steel which will not be exposed to weather shall be shop or field coated with a 2 coat system ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" C618 with a corresponding reduction in cement content. Any such concrete shall obtain at Heated Unheated max Garape Live- Live I-_ W least the strength and durability characteristics as Standard Concrete listed above. Unfactoredl 25 0 psfl 25.0 psfl 0.0 PSI I I I Z consisting of a 2 mil red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd enamel. min embedment wet-set, or 1/2" Titen HD with 4" min embedment. 7S 17 5 psf 1T5 psf M psf 0 0 psf 0 lb 0 0 psf 75L LLl U-1 Preparation shall be wire brush cleaning. Unless otherwise specified by the owner, the final Non-shear wall anchors may be 0.145" diameter powder-actuated pins with V min concrete CONCRETE REINFORCING: .525S 13 1 psf 13 1 psf 0 0 psf color shall be 'primer red'. Contractor shall verify this color with owner prior to any paint embedment, at 16" OC, unless otherwise shown . Strengtho Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for 1S 2'.5 psf 2.5 psf 0 0 psf Wind Exposu re: _J (D application. Wind, C) U) 0 Decks: Joist hangers used at decks shall be galvanized, connected to all wood members with standard footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, Wind 15'- Wind 20,' Wind 2:5�' -Wind 30' - Ro�of,@ corrosion-resistant nails or screws, size per hanger manufacturer. Ledgers shall be attached unless otherwise specified in the Plans. Wind 0-15' 20' 25' 31), 35�' 3:12 UJ E with screws or lag bolts per Callouts. All hardware and connectors shall be at least medium- Strengtho Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for retaining Unfactoredl 16 0 psfl 160psfl 16.22sl 166psfI 17 3 psfl L0_EsfJ C) duty corrosion-resistant with galvanizing or similar. Flashing and waterproofing is by others. walls retaining more than 4-feet of soil and their footings, and for structural beams, structural 6W 9,6 Psf 9,6 Psf 9 T psf 10 0 psf 10 4 psf 4 8 psf LU 0 0 45W 7.2 psf 7.2 psf T3 psf T5 psf 7.8 psf 3 6 psf Z 0 Pressure Treated Lumbe . Use pressure treated lumber in contact with concrete and / or soil, columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. Eh Horiz Seismic 0 Splicing. Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance Z and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise Unfactored USGS 0.2'Second Response Ss 1.300 %gravity 0� < non-reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural with the most recent ACI code adopted by the jurisdiction. 7Eh 0 093 USGS 1 0 Second Response S W 3 8 0_J%gravitY 0 (y) < 526Eh 0 070 ASD Load Combs ASCE 7-22' T_ steel members. Welded Wore Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, Ev Vert Saismic: -Allowable stress increases are allowed. only for wo,od. o 0') In certain cases non-pressure treated lumber may butt against concrete. In these cases use a 6"x6" (6 Ga.), ASTM A-1 85. Splice by lapping one mesh +2" all sides. Unfactoredl 0 173 1- D layer of asphaltic-treated construction paper between wood and concrete. Cove . Provide the following minimum cover: + 7Eh OA21 2- D,+L RoofDL - 7Eh -0.121 1 D+(Lr or IS or Rain) Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth Footings and other unformed surfaces, distance from the bar to earth face...3" 526Ev 0191 4.D+.75L+ (75Lr or .525S or Rain�, inducles 2 6- D+ _G,"or Wt)'Wt=tornadc, layersof bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm Formed surfaces in direct contact with earth ......2" Allowable Soil Bearing 6-D+.75L+ .45'VV+ (-75Lr or 525S) comp or 1. connection on the top Surfaces exposed to weather........................1-1/2" Assumed- 7- .6,D,+-G'VV Ilayermetall+ Z>- 8-D+.7Ev+.7Eh 3 psf IPV lonlis. g Framed floors which support posts shall be solidly blocked within the floor cavity to positively For slabs on grade, center the reinforcement in the slab unless otherwise specified. Per geotech report� I NA 9�-D+.525Ev+.525Eh+ 75L+ 1S U) transfer post, column, or other concentrated loads through the floor to the supports beneath. 10. 6D-.TEv+.7Eh E:0 .0 BOLTS AND DOWELS IN CURED CONCRETE: Ic 81 1. UJ 0-0,0 N,-Ws: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, !�i 0 General. This section shall apply to bolts and dowels installed in cured concrete using 0 similar length nail gun nails may be substituted provided 50% more nails are used. For example APPLICABLE CODES: 0� rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. 0 �-,�0 if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is Code. The designs for new construction herein are prepared in accordance with the 2021 IBC Z 0� Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise 8*1.5 = 12. As another example if 16d nails are called out at 4" spacing, the spacing of similar and ASCE 7-22. All new construction shall conform with the most recent building code adopted specified. Z length, narrower nail gun nails shall be 4/1.5 = 2.7". by the approving jurisdiction. X ID Existing Remnforc�ag. It is important that no existing rebars are drilled or cut during rotohammer F-� Screws: Screws may be substituted for nails in all applications. Screw diameter shall be #9 or operations. Location of existing reinforcing bars may be by non-destructive methods SINGLE PROJECT: _J 0.�oz �Z X"' #10, UNO. Screw length shall be sufficient for min., 1.5" penetration into all members being -0 �.2 (pachometer, radar, or similar). The calculations, drawings, notes, specifications, and / or tables prepared by CCI are valid only ID 2 connected. Z<.� Washers. Use YxYx.229" washers on all wood mud sill anchor bolts. Such washers may be for the project indicated herein. These documents are not valid, are not applicable to, and shall -�c<U C) Simpson SDS Wood Screws. These are 1/4" max. diameter lag bolts. Any similar type or brand �100� slotted, with plate washer under the nut as allowed by the IBC. At non-mud sill locations, not be used for any other project at any other location. may be substituted including SDWS, SDWH, LedgerLOK, Big Screws, or similar. Length shall 09.0 U_�0: smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the COMPETENT CONSTRUCTION PERSONNEL / SAFETY: be sufficient for 1.5" min. penetration into all members being connected, UNO. Min distance §0 "o heads of all bolts that connect wood. Only competent personnel familiar with construction and safety practices germane to the from centerline of SDS to wood member end or edge, or another SDS = 1.25", UNO. 0. 1< Non-Epoxy Systems. Use Simpson Titen HD or Wedge-All where shown in the Plans. These project shown herein should be employed to assemble and construct the work. Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of 0 0 0 anchors may be used to resist tension loads and shear loads. Install per manufacturer's Contractor shall be responsible to comply with all OSHA and State Labor and Industries 0 C,5 ZZ pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, coo recommendations. Standards. Contractor assumes full responsibility as to construction methods used, safety �,Z 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion COOM Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength provisions employed, and the finished as-built condition of the structure and related systems. shall be the same diameter as the unthreaded shank. Use min., 4*diameter for end, edge, and epoxy, with zinc plated, A307 'all-thread' bolts as shown in the sketches. For dowels, use ET_ C "02 center-to-center distances, UNO. MATERIALS AND METHODS: Z�,,, HP or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of U) <0 BDIts. Use washers on all bolts. Tighten all bolts to a very snug wrench tight condition. Use holes and installation shall be in strict accordance with epoxy manufacturer's recommendation. Provide and install all materials in accordance with manufacturer's requirements and GAJ? standard A307 bolts, UNO. For bolts in wood, drill the same diameter hole as the bolt; for bolts recommendations. It is the contractor's responsibility to ensure all field personnel understand WA$&'I 0 OWNER APPROVAL in steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge and adhere to this. distances between centerline of bolt and all edges of bolted wood, and between centerline of TEMPORARY SUPPORT AND BRACING: INITIAL: General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors PAGE multiple bolts: I � V 5/8 inch diameter bolts ................... 2.5 inches during construction. Design of same is not included herein. Contractor or owner should check PE01%, 3/4 inch diameter bolts ................... 3 inches all temporary-supporting devices with a qualified person. Contractor shall be responsible for the Minimum distance between centerline of bolt and any edge of steel plate (angles, gussets, adequacy of all temporary and/or permanent support systems. 5/22/Z flanges, webs, etc.) shall be 1.25". Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 exmm Q1Xv 26 PAGE: psi (okay to use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls that are to be connected at their top to horizontal floor diaphragms, do not C-A.4444156k'5 $6A4. backfill against the retaining wall until such horizontal diaphragms are in place and properly 0 connected to the retaining wall. I aTtr%,Ak 1; *N ".)H S L��l=".) 8�i ".)`,A -­H".� 3 Y J. STERLING CD 01 1/4" 1' U.N.O. 05-22-25 U- F- ----i F F-- z 17HD 3PW 17HD---_ W T L -i HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP Model:HDU12.SDS2,5 2P�W 2PW W All Dianillater %' `W W101 Molftion Allowable EXT. FF, Tension I�C) 2PW Z A, z W gg P gf 0 0 U) > W HDU5 insliallation F; �L 2PW C/) F� i (HOU2 Slnelllpr� SHEARWALL TOP CONNECTIONS 'a1c,Inc (C'Cl�) W Structural C'allouts Copyrigbt C'onstructionC. [NOT TO-SCALE 0 US Pal fI 6,t 12,41AIS TYR SHEAR WALL TOP CONNECTION be per current bL91&ug code and Standard Structural Specifications here- General:All,construction shall g 0, FRAMING PARALLEL,RIM OR CON'T BLOCKING z �J STEMWALL INSTALLATION! 4111 11 0 PA Per Architect or Designer LPI 21. W Eitoodmolit DepliL,JIM Jimil .171. NO SHEATHING SPLICE SHEATHING SPLICE 4 Structural Item: This,item and related connectors shall,be per architect or designer... VIP 40 st < Alictim --- GO 0110I coniffilin r� typo '�Il oil PAO 0,0 Q TRUSS,RAFTER, 11 RD Roof Diaphragm JOIST,OR CON'T BLKG TRUSS,RAFTER, Framiug-.Trusses or rafters at 24" CIC,max. EG JOIST,OR CON'T BLKG SF1 q% 17 ID G 15 0 0 LTP4 OPTION A34 OPTION Ove rh a ings P er c ade and.truss or I-Joist manufactLyer's,rec ornmendations. ALI AT I UNd "05 SPLICE HERE El All THD ig 10 10 TING SPLICE CEILING OR S ALT. HEATHING F NO SHEAT raming Coinnectinin at Support, OTHER BLKG - TT,77gn?convwcted to shetv-vil. connect per shear wall callcut-top of-ilI z Cam lo-pliluli CEIII ING sn"6 4 TP4 I"B,,, 1�% i2t,, TOP OF SHEAR WALL U-770v trusses or ro tersconnect to 5,vav? use 1122.5A- or LS30 with,screws- or similar,typ- I Sm rnqa 0 �dhh.,l k,r IN,LnLift­i"p, NISTC PER PLAN z 0 W 0 STEMW Sheathing: 7/16 min., OSB or CDX plywood- Stagger joints per IBC, Case I dl Fill,---- In TYR SHEARWALL BOTTOM CONNECTION Nailing:Use 8d at 6" edges,: 12"field- ON FRAMED FLOOR le 9 eLger, connect per ledger callbut.but never less than 8d screw or rin shank at 4 0 C. [o ki c ept benveen trusses, or r flL s L t their s,i poI JUIZ)I JUIZ:)I VV/Z)r'1rZh),I 1-11INILi B c: ug:Not requir Id ex a -r i Lp LJ I W/SHEATHING SPLICE OVER RIM JOIST f " .",­,T ­ pl,,,VW)�', 12 FD Floor Diaphragm F11111 I TTT F77 / 2PW BORTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL 0 ALT.WALL SHEATHING CODE STOPS OR S-� VNAIL�R SDS PER TABLE ALT.NO SHEATHING MIN.NAILING T'S" species,group 4-May be,OSB or pl, 0�, SPLICED H SPLICED HERE ywoold A- I'mil'All ERE mild. Will CM01 Appl,19I Sheathing:With joists,at 16" 0,C-use min-- 16,o�c rated- APA Sturd-I-Flooln min-- l9132"thick.May be CISB or RE FT 24" or 19.2" OC,use mm.. 24 oz rated- ALPA Sturd- -Floor: either 14" species la 1 L or AN PER P AN Tod aq.11� S, eathing: With J lists,at 2 gr up ........... ------ plyvvoicid. Good for 245 psfTL ig,,L!"360 defl. III pill N"',ULIL,G� IN- SbeaffihigLall Case I per IBC 230:6-2-1(1), WALL,BEAM OR BEAM OR FOUNDATION FOUNDATION Cirient sheets,continuous,over two or=e spans,-vith the:long dm ension across supports,- N ---Mfg, Nailing: Cilute- and connect iNiith 8d ring shank na2 s,or scremrs- at 6" edges: 12"field- bi UP STRONG WALL SB ON UPPER LEVEL FRAMED FLOOR PI We.-sl�: P FDII Blocking:not reqLured except at supports(beams)and connections to shear walls bellol LL IM, 11-k, 1 .11 E 17 HD Holdown End-M-WMIMAP" SIDE VIEW FRONTVIEW 0 S R INIPSON I 7. 7/16 OSB SHEATHING STRONG-NAUL Ell Alt 1 Holdown - Embedded Strap Type.(Dol Not Use,With Cripple Wall Below), 2/2 2,a, SIMPSON STRONG-WALL SB PER CALLOUTS PER CALLOUT TYVEK HOUSE WRAP 2 X R WALL Holdowyn: UseLS'=. 110i for nol rim joist condition-LS'=.. 110RJfbrrm joistcondition- SIDING MATERIAL jF] HGA10 N V11 51 1/2"SHEETROCK g s, dz 2- 2x, 4x- or larger per plan- Stud:Applyover sheathing to kin tn mm EXTRA RIM BLOCK ro 1 1/Z'GYPCRETE FOR ANCHOR BOLTS shulhhog i RADIANT FLOOR Alt 2 - Hotdown -Bolt T-N e(Ma-, Be,Used With Cripple Wall Below, zG4, HEAT'IRN GG\HGA1 0 PER CALLOUT U) Od" Yp Y LL 3/4"OSBSUBFLOC W z GOUGE RIM AS Holidown:Use 1=2-with 6- SDS to III stud-min.- 2-2x, 4x, or, larger per plan. Ph 9 NECESSARY U.) 2 X6, FOR ANCHOR BOLT Anchor Bott. If wet set-use: diameter SSTB or aEl threadvith 12"rum embedment. I.11.1 1 13 I - < 'o STUD LLI o TUD-]�STUDJ� $allon vim- M 9 - SK4Wm View-Slivil Foulibre" ANCHI S OLT, With crippliewallbelow. okaytouse allthread extension and CNW couplers-Use double stmudin cripplelivall ah edmith I Rid 11 7/8"BCI FLOOR JOIST )R B _ gn 0 0 L ...... RI. Appilallm E.d Ot WWI Applk Omn T 0, PER CALLOUT z cr� EXTRA RIM BLOCK liong stud above which has holdovm,attached. -J 0 C� �2 C W <Ic 0 TYP.SHEARWALL TOP CONNECTION Ef rotabanamer-use 5/8"an ffiread&epoxy,vilth, 10;-mm concrete embedment- c entered in stem,wall..Angle holle:av,ay C) 2.1... T- F 5 -FRAMING PERPENDICULAR F- fro�m edges and end's of concrete to,mn=`­ e break"cout.. TRUSS OR RAFTER TOP OF SHEAR WALL @ TRUSS HEEL TRUSS HEEL TOP OF SHEAR WALL @ 77 N1 Mn Ilion 2PW RAFTER OR JOIST NO SHEATHING SPLICE RAFTER OR JOIST NO SHEATHING SPLICE SPLICED OR STOPS Genera 1: These are specified to resist Nvind loads- W ROOF EDGE NAILI ROOF EDGE NAILING CN TRUSS OR RAFTER Mullion:]Use:mhm.. 2. 2x6,continuous battom plate!to top plate- CONT.BLDG G X 5GW INT. CON'T BLKG TR SS BL( K OR Header Cannection:Header(s),may tr=, er or hang on this mulion vith concealed flange hanger W OF ER F L ITT be supported vith 2% RIM OR CONT BLKGl CONTBLO K JOIST JOIST RIM 0 OR RAFTER per header table. UJ < TION H,OR H2 5 OPTION 0 78 Ail Mullion 0 ALT.,NO SHEATHING- TALL HEEL TRUSS SHE R TION, STOP SDWC15600 OPTION OR SPLI OPS General: These Lire specified to resistv�hd lol U- OR SPLICED HERE STOP LEFF-/),,� IF SE=1THING'FLIER' SDWC11111OPTION FEE EBE'FLIER' OR SDWC15600 OPTION TOP OF SHEAR WALL HIPHE EBE H1i5.E GWG PER PLAN S 5600 OPTION/ TOP OF SHEAR WALL Niallion:Use:mih.. 2. I..75x5-5 LVLs. continuous bottom,p�late to,top,plate. z co "I PER PLAN (3) Top and Bottorn Counectiow Conn,ect at top plate and bottom pjzte%vith 2,LS50 and screivvs- 2PW EXT. HeaderComiection:Header(s),may be supported Niith 2x trinuner or hang on,this,mullion 1II concealed flange 11 < anger W 2PW z Structural Shear Wall Callouts Copyright ClonstructionCalic, Inc (CCI), per header table W LLJ Lu Tlypical Shear Wall, Callout Symbol 80 L Ledger- Rol Diaphragm -J (D Ledger Counection to Wall: 5G C) U) in U) I Tl'us, symbol inchcates, a.dedicated, shear wall, or panel,- the: type:per callout below- Ledger may be,:top,chord o�f last truss orrafter- Ledger to,btplaced over, Nvan, W Iii 34 WaU,s vithout flus symI or labled 'INS" are not dedicated shear wall�s -use: code-standard construction- sheathing- lfconnecting ledger to run,or header or other contiraluous�I, use SDS at ends. splices,and max 24" spacing. IIIIII- UJ E F-TX1 STEMWAJ (]� �e ads.use 1. SD,S per stud- E:::M -�89TS C) Min- length of shear panel- ft- If conn,ecting to stu . LLI 0 Lf "W". constr uct entire Wall", per this, caniout, vith, minim, um, in6ridual panel 1,engths, indic.ated on phm- Pewallel&7fteror Tv= Top Cliiovl Gable Truss: Ledger may bve,top chord,of last truss or rafter.Ledger to,be Z 0 plac ed over wall she atl­�ing over gable:truss,- C omaeft ledger to gable,trus s,men bers,iNith,1.5" SDS at 2 4"max spad.rig- 0 Gable truss to be sheathed',villoith IPNV,. similar-Add.webs togable truss as necessarr,. Okay to cut holes,in sheathing for Couc. 0, ducts-utilities and.access- 0 z Sill Block- Ti op of anc�hor Alono ov Shob Truss PalIlwivildicidar.- At top oIf mono,or stub truss,use:continuous 2x blocking between truss tops nailed < o Capa- Stud Nail Edge plate,& ing at wall to Top of MaX through wall sheathing to solid 1�actl At bottom chord. support truss vith hangers by truss coI.to let-in 2x6 mam,..ledger (y) city, Nails Stud Stud Nominal miat'[ I Field T o�p studs unsupI- parallel[ wall to spcg, nailed to studs,- or to,min.. 2xS ledger over Nvall,sheathn g:vith SDlS at ends- splices,and.max. 16" spacing. wind/ Sheath- 01' height, spacg, stud (sele, spac'g Cq) Top plate w/ edge ported frami�ng perpeu- Bottom N11 ud sill w/ 4" RoIo�f Diaphragm: Connect roof diaphragm to ledger(or continuous blocking at perpendicil'ar mono truss top chord)vith :1:P�W� -,�2PW Call- selis, ing, Slides of screws, max., max., size, std st'l Stud Plate, splice, naill"g, eldgels, or tim or dicular plate to anchor to -min 8 d ring sh�ank or scre-vii-s, at 3" 0 C.. W Gut Eh,plf inin. wall size, ft. in. min. spelcs) spac"g, in. min. min. miu. min. rim hik"g. framing. framing. concrete embled 8.1 L Ledger- DeckJoists to Rim. Ledger:Use min., 2x,PT ledger at least as tall as Joists. g Detail Detail Detail Ledger Connection: Connect to min, mith SDS or LedgerLOKIl length,necessary for 1.5"rn�a.penetration into,rim at �Dl'l"�� D2' D3 g over n A g de!si by others,. 0 C the follmNing spacing-May be applied.directly to rim, or to,sheathin, Flashin gn 0 Oz 0 W. 0 Jinsts pevallei.use 1 - 24"max spacing and v6rffimin 3" of splices and ends- LL Joists peppendicrdm- use, 2 L 0'T 2x:4 or con't _& 16",max spacing and mithin,3" of splices, land ends- Z,Z.0� 716" 6,/&Ti,,24 5/8"jl-bol;,t 10, 24 larger Savm Joist Connection: Connect Joist to ledger with gahi,han,ger, aH holesfilled,ill gah,,nail's cr screws per hanger W, one: hezffihing Con't OSB or 6!l`12 1,-LT 16 Con't or 5l's" either per Arch manufacturer recomnindation. 'T 1. +blk-g- or sheathing (D 168d pl­�'l side- 4 8 lap, sheathing H2..5 or or 16d Titen FID- 89 TS 'Tall Stemwall at Narrow Shear Panel. �O old- 8d 16 16, 2x6, Savvn 6 112 M< IPW ��16, 2- 2x w/ 10- 2x NA or A34 or W11 311 7211 Footing:Per Arch z 0 2 2 120 apply S DIl- �,� 6" or =,:�j orient 16,d LTP4 at wshr- Or Stemwall: Sternwall,per Arch vith the follo'll excepficns� 21 Ri�1 1z,1z directly 15600, 4..5" SDIS z 0���<<.u: either Sawn 36" max.. MASA or - Sternwall,height must be,tnin­ 36" aboive top of adjacent, slab. <g U C) Ro�0 dir- to, studs 20, 12 2x6 or LVL 6/12 12 2 4 L47 12"- MASA-P - Stemil vidth must be min., 8"tlukk- UJ -0 max - Stemmi-all rebar must contain 3-mii �5 vertical rebar vith 6"bend at botuxii hovoked aromd footing rebar,centered in ? UJ =� con't stemwall,located as,fonlolill use one at each end. -and one in middle o;f stem, waD. L 89FFS� 0 0 Z UJ z <z s,ht'g or 95 S, Slab on Grade L 49101/ 411 2�c7i 16 16d,&Y S ubgrad e:Us e structural filli or clean, gram diar nathre material, compacted to,9 relathl compaction- It jSr strong co 0 0 0 (sarn, e), 42" 2PINV (san, le) �sarnl (saine) (sarne), 16 (smue), (same) �s,am, e) (same) (same) 2x (same) (same), recommended that all fill below slabs,be:checked bly a geotechnical,consultant,- (D 350 or 12 or 4-5 1'.,::0 No,Slab Counection to,Concrete Wall:Do not connect slab to,concrete wall-kI do-kirels,or other structural tie. 1 PW Ic 8 OZ I MIS @x z �10T­ I(D Z 611 Underslab Insulation:May use�OS or EPS rigid foam, ,,Nith mni... 25 psi compressive strength under slab. If used- W 0�.< UJ proi,ide and install per ihstillation,manufacturer's recomma endations- ILL <0 12 con't Slab Slope:An exterior and garage! slabs,shall be sloped V�,I6,min to,proil pasithre drainage runoff.A11'runoff shall",be GAR 6 3 01 3112 sht`g or directed to a suitable receivin system- WAS& 3PW (szurle) (same), (same,) (same) 16, �sarrle) (sam, e), 16 �sarn, e), �(same), (same) 2x �(same), �same) �same) 32" 9 OWNER APPROVAL 450 or g12 4-5" SDS Slab Finish:Finish shall,"be per Arch- If none is specified,medium broom, firush is,recomm,ended for an,exterior slabs,- and, 4" smol trowel finish for interior slabs. INITIAL: Slab Thickness: Use 4"min.. standard,concrete- Slabs-vvElch support,vehicles,shoul,d be thickened to 6"x 6"m,in- at, PAGE 200/ 1,12" or 5 d for 4�/44(2,�24 4-5" SDS edges-il additional,-1,'4 cclnt�nucius,rebur in t1nickend portions- "IfeR Off Reinforcement:Use any of the fbllcNiiiing:� 5GIV* both 112": 6d 10, 24 2x4 (sam, e) (same), (same), NA (same), - same) 7�7@1,1 16 (Sam, e) (s,am, e) 72" 200, 5 8" gyp g, 9'� - X15I rebar at 24" OC, each vray, centered in,slab,- for 5/8" 5/22/25 - Welded-,l fabric-miih­W2-9,, 6"x6"�6 Ga-),, centered in slab,- Splices overlap 8"min- TRUSS' FUL OR At upper level interior 5MAT shear'lll 1xith trusses paratiel,place truss, on wan top plate and," sheathe truss sim,to 1PNV�okay. to,leave holes,in,sheathing t'or ducts, phinibing- and, Fibermesh per manufacturer's recommendation. Q�W 26 PAGE: electlical) Connect truss,bottorn, chord to waE,top plate-,�ith' A3l4 orLTP4 at 24" max- Nail,rciof sheathing to truss, on 5GW shear wall,,vlitli 8d @ 4"- Control Joints:Maximurn recommended spacing S' OC- each way-This is a non-structura],item and may be changed UT ciTnifted by Oi�mer or architectural designer- A 1 J? I, At upper le-vel interior 5&AT shear vrall- connect bottom plate to, solid,,framing below floIor diaphragm with,SDS per table above- Add blocking or joists, as,necessary to,floor frar mig -A 'er under interior slabs- This,is a non-structural it,em and may be ai� 1 Vapor Barrier: Suggest a nam-, 6,n --plastic vapor barri Ito achieve this- changed or omitted by Ovmer or architectural designer- -1-rsAv; t>A4 L4 ".)H S L��l=".) & ".)`,A -­H".� 3 Y z J. STERLING CD 1/4" 1' U.N.O. 05-22-25 ILL. 3PW I PW z W EXT. W 3PW W HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP Model:HDU12.SDS2,5 Anchor Diamicleu %' 3PW W W Allawalple FF, Tension I�sj �/q 0/ 1 PW Z A, W z 0 U) A g/,,tm HDIJ5 insilallatlan W E- SHEARWALL TOP CONNECTIONS Cn > Structura 1 PW I Callouts Copyrigbt C�onstrucfionCflc,Inc (C'Cl�) W PS H "GIS01 LE General:Allconstruction shallbe per current buil&hg code and Standard Structural Specifi,'cations herm, MING PARALLEL,RIM OR CON'T BLOCKING 0 TYR SHEAR WALL TOP CONNECTION FRA STEMWALL INSTALLATION! PA Per Architect or Designer 4111, P. 11 0 11 W Emoodmot DOPM,JIM Jimil NO SHEATHING SPLICE SHEATHING SPLICE as 4 1;�r -- Structural Item: This,item and related connectors shall,be per architect or designer... ED < A-- 11 RD Roof Diaphragm r typo 0,01 0 -TRUSS,RAFTER, JOIST,OR CON'T BLKG TRUSS,RAFTER, Framiug-.Trusses or rafters at 24" CIC,max. 0 ED JOIST,OR CON'T BLKG klilles"11111 17 IQ G LTP40PTION----\ /-A340FTION Ove rh angs P er c ade and.truss or I-Joist manufacturers,rec ommendations. -LZ AT 12 1() 5 �,Ak T10 L ALT. SHEATHING_ I MSdhaffi, V05 NO SHEATHING SPLICE Framing Connection at Support, And,,(111"-, 'THD 10 IQ 10 T L CEILING OR SPLICE HERE 0 OTHER BLKG TT,77gn?convwcted to shetv-vil connect per shear wall callcut-top of-ill z Anc w Ile-0111...... 1� L IT-770V ll'T'HISSIOS 0?'PqfterS,ColN1lN7eCt to 5,eav? use 1122.5A- or LS30 1xith screws- or simill"ar,typ- TOP OF SHEAR WALL SO,rnqa 0�,E�dhh.,l k,r IN,inLift-Fir, NISTC PER PLAN 0 STEMW Sheathing: 7/16 min., OSB or CDX plywood- Stagger joints per IBC, Case I W 0 In TYR SHEARWALL BOTTOM CONNECTION Nailing:Use 8d at 6" edges,: 12"field- Fill,---- 1 PW ON FRAMED FLOOR 5G 0 Al lecLger, connect per ledger callbut.but never less than 8d screw or ning shank at 4" OC. W XT. 1l, A,,; W JOIST JOIST W/SHEATHING cept benveen trusses, or rafters at their supports- Blocking:Not required ex W/SHEATHING SPLICE OVER RIM JOIST 12 FD Floor Diaphragm BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL -Ilkm eba, PER PL Sheathing: With J lists,at 24" or 19.2" 0C,use m m.. 24 oNz rated- ALPA Sturd-1-Floor: either 14" species group, 1- cT AN PER P AN F 10 M I,, �s X 1, ALT.WALL SHEATHING NO /-CODE ,�-NAIL�R SDS PER TABLE ALT.NO SHEATHI RE__��J MIN.NAILING T'S" species,group 4-May be,OSB or pl, STOPS OR IS ILI ED HE ywood D N Ph on.-ft.mli I'miII 01�, SPLICED HERE ,w I I + ' J ists,at 16" 0,C-use min-- 16,o�c rated- A.PA Sturd-I-Floor-nal l9132'thick..May be CISB or milmd #WINI CNNW1 Appl,19I Sheathing:'vVith 0 IV 111"'nodim", ------ plylill Good for 245 psfTL ,,g,,L!"360 defl. 1INd'(R,WAfl Aril --- S tINOr Oil, `0 NI",Lap,T'� IN- Sheathing La. ut: Case I per IBC 230:6-2-1(1), :1�Pw� WALL,BEAM OR ...,LL,BEAM OR Grient sheets,continuous,over two or=e spans,-mith the:long dm ension across supports- 1�Pw ---Mfg, 'e, 11 Sid ring shank na2s or scremrs- at 6 edges: 12 field- p�, Nailing: Cilu and connect vkl�it bi Rim Wo.- N FDIl ILL E Enrl 17 11D Holdurilivin ON SIDE VIEW FRONT IEW1 STRONG WALL SB ON UPPER co LEVEL FRAMED FLOOR Blocking:not reqLn-red except at supports(beams)and connections to shear walls below.. 0 SIMPSON SIMPSON STRONG-WALL SB 7/16 OSB SHEATHING PER CALLOUT L L I -L -i STRONG-NAUL SB E d Alt 1 - 1111oldown - mbedl e,d Strap Type.(Dor Not Use,With Cripple Wall Below), TYVEK HOUSE WRAP PER CALLOUT ............ YIIS Holdowyn: UseLS'=. 110i for nor rim joist condiition-LS'=. ,IORJ for rina, Joist condition- 2 X 6 WALL SIDING I FRIAL TO,"'I" Jl� 1/2"SHEETROCK S tud:Applyover sheathing to king stndz mn 2- 2x, 4x- or larger p er plan- H.Al. �S. N EXTRA RIM BLOCK P122/7/� 71 Intl ove,ShROI AN CHOR BOLTS 1 1/Z'GYPCRETE FOR RADIANT FLOOR HEATING-\ HGA10 PER CALLOUT U) Z, 11) Y r"'?nar Alt 2 Holdown -Bolt T-N e(Ma-, Be,Used With Cripple Wall Below, Od" UBFLOOR LL W 3/4"OSB S GOUGE RIM AS z Holidown:Use 1=2-il 6- SDS tortzin stud,min.- 2-2x, 4x, or larger per plan. 9 U.) v NECESSARY 2 FOR ANCHOR BOLT If wet set-use: diameter SSTB or allthreadvith 12"min eml n. 113 Anchor Bott. e t < TUD LLI Ri­ SK4Wm View-Slivil F0 10dil S With cripplewallbelow, okaytoust allthread extension and CNW couplers-Use double stmudin crippleIvalli, align mth M S $allon vim- LA T, Lij ...... 11 7/8"BCI FLOOR JOIST ANCHOR B- ed i Z W Q RI APNIaNm E.d Ot W.II Applk lifilin n,or PER LL.UT z EXTRA RIM BLOCK CA_ -::i X.) king stud above which has holdovm,attached. - 0 N L <l� 0 C") W <l� o- TYP.SHEARWALL TOP CONNECTION If rotarhanuner-use 5/8"all ffiread&epoxy,vilth, 10:-mm concrete embedment- c entered in stem,wall..Angle horle:aviray z T- 5 -FRAMING PERPENDICULAR fro�m edges and end's of concrete to,mn=`­ e breakout.. TRUSS OR RAFTER TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ 7 7 N1 Mu Ilion RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST Genera 1: These are specified to resist Nvind loads- I PW EXT. NO SHEATHING SPLICE 11-11, SPLICED OR STOPS W ROOF EDGE RAIN ROOF EDGE NAILING TRUSS OR RAFTER Mullion:]Use:mhm.. 2. 2x6,continuous bottom plate:to top plate- GDNT.BLDG G CON'T BLKG J TR SS BL( I OR Header Connection:Header(s),may tedvith2xtr=erorharigonttusmul,"ciii��ithcoriceatedflangehatigf-:T OF ER F L ITT be suppor RIM OR CONT BLKG--,, CONTBLO I JOIST JOIST OR RAFTER UJ < RIM 0 G---_ per header table. TION 78 N1 Mullion 1 0 H,OR H2 5 OPTION ALT.,NO SHEATHING- TALL HEEL TRUSS SHE HING R () 3: OR SPLICED HERE 112A OPTION- STOP SDWC15600OPTION OR SPLICED HOEPS General: These Lire specified to resistv�hd loI U- z IF SHEATF ING SPIL E SDWC15600 OPTION TOP OF SHEAR WALL IT IF R E,'USSDEWHC21!C0­R OR SDWCI 5600 OPTION 2�PW GWG1 z PER PLAN S 5600 OPTION7 TOP OF SHEAR WALL -k - ()� op INIallion:Use:mil 2. I..75x5-5 LVLs. continuous bottom,p�,ate to,top,plate. PER PLAN - - - M Top and Rottorn Counectiow Com,ect at top plate and bottom pjzte%vith 2,LS50 and screivvs- 1 PW W HeaderComiection:Header(s),may be supported Niith 2x trimmer or hang on,thi"s,mullion 1II concealed flange hanger W z Structural Shear Wall Callouts Copyright ClonstructionCa1c, Inc (CCI), per header table 111 0 Lij Typical Shear Wall, Callbut Symbol 80 L Ledger- Roof Diaphragm Ledger Counection to Wall: C) U) in U) Tlius, symbol irtchcates, a.dedicated, shear wall, or panel,- tile: type:per callout below- PNNT *--­-� Ledger may be,:top,chord o�f last truss orrafter- Ledger to,btplaceld over, Nvan, 1 P�w LL! Walls vithout flus symbNol, or labled 'INS" are not dedicated shear wall�s -use: coNde-standard construrficirn- sheathing- J17connecting ledger to run,or header or orther contiraluous-�I, use SDS at ends. splices,and max 24" spaciing. W UJ E 34 Xfin- length of shear panel- ft- If conn,ecting to studs,.use 1. SDIS per stud- C) 0� �e LU 0 Lf "W". constr uct entire Wall", per this, callorl vith, mirim um, in6ridual panel 1,engths, indic.ated on phm- Pewe.71101&7fteror Tv= Top Cliiovl Gable Truss: Ledger may be,top chord,of last truss or rafter.Ledger to,be placed over wall sheafl-�n Z 0 g over, gable:truss,- Conraect ledger to gable,truss,members,INith,1.5" SDS at 24"max spacing- 0 Gab�le truss to be sheathed;l IPNV,. sim'lar-Add.webs togable truss as necessan,. Okay to cut holes,in sheathingfor conc. 0, ducts-utilities and.access- I PW 0 CY) z Sill Block- T op of anchor Alono ol�-Shob Truss Pv�jwivildicnlar: At top oIf monor or stub truss,use:continuous 2x blocking between truss tops nailed W < o M Capa- Stud Nail Edge plate,& ing at wall to Top of MaX through wall sheathing to solid 1�acl,±ig..At bottom chord. support truss vith hangers by truss coI.to let-in 2x6 mam,..ledger (y) city, Nails Stud Stud Numinal mat'[ I Field IT o�p studs unsupI- parallel[ wall to spcg, nailed to studs,- or to,min., 2xS ledger over Nvall,sheathn g:vith SDlS at ends- splices,and.max. 16" spacing. wind/ Sheath- 01' height, spacg, stud (sele, spac'g Cq) Top, plate w/ edge ported frami�ng perpeu- Bottom Mud sill w/ 4" RoIo�f Diaphragm: Connect rorof diaphragm to ledger(or continuous blocking at perpendicillar mono truss top chord)vith Call- selis, ing, Slides of screws, max., max., size, std. st'l Stud Plate, splice, naill"g, eldgels, or tim or dicular plate to anchor to -min 8 d ring sh�ank or scre-vii-s, at 3" 0 C.. Gut Eh,plf min. wall size, ft. in. min. spelcs) spac"g, in. min. min. miu. min. rim hik"g. framing. framing. concrete embled 8.1 L Ledger- DeckJoists to Rim. Z>- Ledger:Use min.. 2x-PT ledger at least as tall as Joists. g Detail Detail Detail 5 1� 0 0 0.3 Ledger Connection: Connect to mn mith SDS or LedgerLOKl length,necessary for 1.5"min.penetration iinto,rim- at 0 .0 �Dl C 81 1 D2' D3 the follmNing spacing-May be applied.directly to rim, or to,sheathing over nim.Flashing design by other,s,. 0-Oz 0 0 dbufspevallei.use 1 - 24"max spacing and v6rffimin 3" of Splices and ends- LL Joists popendicit7m- use, 2 �,' z 0 2x:4 or con't & 16",max spacing and Aithfin 3" of splices, -land ends- z z 716" 6,/&Ti,,24 5/8"jl-bolt one: 10, 24 larger Salll Joist Connection: Connect Joist to ledger with gahi,han,ger, all holesffied,ill gah,,nails cT screws per hanger >. sheathing Con't OSB or 6121- ii U::] either per Arch gl 16 Con't +blk- a g OT manufacturer recomnindation. 'T 1. pl­�'l 4 8 lap, sheathing g- or she: thih Titen F1D- (D �EEOO� 89 TS 'Tall Ste�mwall at Narrow Shear Panel. I?D� 168d side- H2..5- or or 16d old- 8d 16 16, 2x6, Saill 6 112 IPW 16, 2- 2x wl 10­ 2x NA or A34 or %l 3 7211 Footing:Per Arch z 5i'm 120 apply at S DIl- 6" or 0 :�j orient 16,d LTP4 I wshr- Or Stemwall- Stemwall,per Arch vith the folloll excepficns� directl� 1,56,00, 4..5' SDIS either Sawn 36" max.. MASA or - Sternwall,height must be mm" ..- 36" above top of adjacent, slab. 0 to, studs 20, 12 2x6 6/12 12 2 4 L47 12"- - Stemil vidth must be min., 8"til 0 dir- or LN�1 MASA-P UJ max - Stemmi-all,rebar must contain 3-mil �5 vertical rebar N�iffi 6"bend at botuxii hovorked aromd foroting rebar,centered in LL 8?'D,:!'i O?� 0 0 Con't stemwall,located as,fbflovrs,:�use one at each end. -and one in middle of stem, wall. z s,ht'g or 95 S, Slab on Grade z a z 4 S ubgrad e:Us e structural fill or clean, gram diar nathre material- compacted to,9 relafive compaction- It is Stron.& 000,C 9101/ 4 12�c7 16 16d,&Y 2PINV (same) �sarnl (saine) (same) 16 (smue), (same) �s,am, e) (same) (same) 2x (same) (same), (s.arn, e), 42" 8,0,'0 recommended that all fill bellow slabs,be:checked b�y a geortechnical,consultant,- (D �­.'I�u 350 or 12 or 4-5" 1'.,::0 No,Slab Counection to,Concrete Walk Do not connect slab to,concrete wall-kI dI or other structural tie. Ic 8 OZ I MIS @x Z �101­ I(D Z 611 Underslab lasulatiou:May use�OS or EPS rigid foam, ,,Nith mnm... 25 psi compressive strength under slab. If used- UJ proi,ide and install per ihsulation manufacturer's recorimma endations- <0 Con't Slab Slope:An exterior and garage: slabs,shall be sloped V�,Iir,min to,proil pasithre drainage runoff.AlTrunoff shall,11"t�e GAIR 6 3 01 3112 sht`g or directed to a suitable reciaiving system- .".1 OWN 16 �same) 32" WAS& ER APPROVAL 3PW 450 (szurle) (same), (same,) (same) 16, �sarrle) (sam, e), or �,� �szrn, e), �(same), (sarne) 2x �(same), �same) 4-5" DS Slab Finish:Finish shall,"be per Arch- If none is specified,mediuna, brorom, finish is,recomm,ended for an,exterior slabs,- and, g12 S 4" smoNoth trowel finilsh for interior slabs. INITIAL: Slab Thickness: Use 4"min,.. standard,concrete- Slabs-vvElch support vehicles,shoul,d be thickened to 6"x 6"m,in- at, PAGE 200/ 1,12" or 5d for 4�/44(2,�24 4 5" SDS edges-il additional,-,,'4 continuous,rebur in ihickend proffions- C", (of"O"I -- Reinforcement:Use any of the fbloNiiiing:� 'A -un Ili- in 5GIV* 200, 5,,l 8" gyp both 112": 6d 10, 24 2x4 (same) 7�7@1,1 16 (sam, e) (same), (same), N (same), (sz , e) 9'� (s,am, e) 72" - Mh-:3�4 rebar at 24" OC, each vray, centered ,slab- for 5/8" 5/22/25 - Welded-,l fabric-mih­W2-9,, 6"x6"�6 Ga-)I, centered in slab,- Splices overlap 8"min,- At upper level,interior 5MAT shearvrall 1xith trusses paratiel,place truss, on wan top plate and," sheathe truss sim,to 1PNV�okay. to leave holes,in,sheaffiing t'or ducts, plurnbring- and, Fibermesh per manufacturer's recommendation. GA"M WW 26 PAGE: electlikal) CoI truss,bottorn, chord to wall,top plate-,�ith A3l4 orLTP4 at 24" max- Nail,roof sheathmg to truss on 5GW shear wall,,vlitli 8d @ 4"- Control JoIints:Maximurn recommended spacing= 8' 0C, each way-This is a non-structura],item and may be changed cT omitted by Oi�mer or architectural designer- At upper le-vel interior 5&AT shear vrall- connect bottom, plate to, solid,,framiiing belom,floIor diaphragm with,SDS per table above- Add blocking or joists, as,necessary to,floor frar mig -A plastic vapor barrier under interior slabs- This,is a non-structural item and may be Vapor Barrier: Suggest a nam-, 6,n'-- Itor achieve ffis- changed or omitted by Ommer or architectural designer- t>A4 L4