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HomeMy WebLinkAboutResponse to Comments - Elevations on Page 10 011023a Erossion Control Plan SCALE: 1/8"= P-0" (22"1 5HEET) I/&"=2'-0" (1 1 "X 17" 5HEET) 140.00' PROPERTY LINE SILT FENCE r--------3ooR'--------r—� I I � I � I, � LI I 6.91' I I 1914 DENNISON STREET I 2-STORY DUPLEX LOT 151 I j 1210 SF (AC) UNIT'A' - I 1210 SF (AC) UNIT'B' N I I I I I � 6.91' I r—TJ I I I J I I I .0' L— — — — — — — — 308 -----------L—� SILT FENCE PROPERTY LINE 140.00' LEGEND EROSION CONTROL MAT SILT FENCE [��d RAVEL AR TRASH DUMPSTER SEE DETAIL SHEET 2 of 3 & 3 of 3 FOR ADDITIONAL SPECIFICATIONS Z Z F.)U Z�c O .� ZUr�� Q---) 0), ry-Lo� N Z 0 W O 0 U r wQ wZ �z zQ OY yU z0 z� ww � J r � J r O z Z d O Q V� P: �Lu W 0 G Q JQ In 00 J Q revisions: 3 5 6 l od"Igned by: SAL dm—by:SAL GONZALEZ checked by: S.G. cide: 7_4_22 EROSION PLAN sheet: 1 of 3 EXTEND 2'-0" MINIMUM BEYOND INLET OPENING AT EACH END. 3" OVERLAP AT FABRIC SPLICES. OVER��_ MOON -in @liege WIRE FABRIC STRUCTURE. pass _11 M a 20 LB. SANDBAGS ®3' O.C. MINIMUM 4" HIGH O CLEAR OPENING 20 LB. SANDBAGS 113' O.C. \ INLET (SEE TABLE EC1) � 18' d SIDEWALK a a1s" 12" STORM SEWER INLET 18" W24' CURB 12 MIN. CURB FLOW+ SAND BAGS SHALL BE EVENLY SPACED ALONG TOP AND ALONG THE FRONT OF INLET. CURB INLET ON GRADE PROTECTION DETAIL N.T.S. NOTES: TABLE EC1 1. A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN ON THIS DETAIL TO PROVIDE A 4" MINIMUM CLEAR OPENMINIMUM NUMBER REINING. FABRIC MUST BE SECURED TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION. INLET MI AND BAGS 2. INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH OPENING REACHES 2". TOP FRONT 3. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND 5' 2 3 IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE STORM -WATER BEGINS TO OVERTOP THE CURB. 4. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. 10 3 3 15' 3 4 20' 4 4 SIIT (MI 24 EX ISOMETRIC PLAN VIEW N.T.S. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXISTING ROADWAY FILTER FABRIC SECTION A - A SEDIMENT BARRIER \ SPILLWAY (SILT FENCE TYPE SHOW /NOTE: 'UPPLY WATER TO WASH +J USE SANDBAGS, DIVERSIONS (HEELS IF NECESSARY. OR OTHER APPROVED METHODS \ TO CHANNELIZE RUNOFF TO SEDIMENT BARRIER AS REQUIRED. FLOW I oA e O�i� ° . °o`U`gQ�o.&°o�i��.,gtso ',..LQo°4.Q,✓dQ.�gb�t;Tq§�b R'. nOnv° z,P Oa A A 3"-5° COARSE R gad AGGREGATE pa, 15' MIN. W MIN. 6" THICK z F X DIVERSION RIDGE W 50' MIN. (20' RESIDENTIAL LOTS) PLAN WHEN SEDIMENT HAS SUBSTANTIALLY CLOGGED THE VOID AREA BETWEEN THE ROCKS, THE AGGREGATE MAT MUST BE WASHED DOWN OR REPLACED. PERIODIC RE -GRADING AND TOP DRESSING WITH ADDITIONAL STONE MUST BE DONE TO KEEP THE EFFICIENCY OF THE ENTRANCE FROM DIMINISHING. max O A Y OoO C, �O o O� TRANSITION TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT N.T.S. Silt Fence General Notes 1.Steel posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. Post must be embedded a minimum 'T of one foot MIN' 2.The toe of the silt fence shall be trenched -in with spade or mechanical trencher, so that the down slope face of the trench is flat and perpendicular to the line of flow. Where silt fence cannot be trenched -in (e.g. pavement or rock surface), weight fabric flap with rock on uphill side to prevent flow from seeping under fence. 3.The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with 1 compacted material. IINIMUM 4.Silt fence should be securely fastened to each steel support post or to CHAIN woven wire which in turn is attached to the steel fence post. There shall IC Is be a 3 foot overlap, securely fastened where ends of fabric meet. 5.Accumulated silt shall be removed when it reaches a depth 1'. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. 6.Silt fence shall be removed when the site is completely stabilized. 7.Rock filter dams shall be used at concentrated high flow discharge areas in lieu of silt fence. Erosion Control Mat Notes 5.Erosion control mats shall be in compliance with NCTCOG Best Management Practices. Erosion control mats may be used in place of, or in addition to .. MIN, silt fence for sheet flow filtering applications. 6. Mats shall be installed and anchored securely to the ground in compliance with the manufacturers recommendations. 7.The width requirement of the erosion control mats shall be comparable to the width of the disturbed surface to be filtered. The minimum width shall be 10 feet for Single Family lots and 20 feet for Commercial applications, unless otherwise approved from the Storm Water Utility Manager. 8. The width of erosion control mats can be reduced when used in conjunction with silt fence and block sod vegetative buffer strips. In no applications will erosion control mats be less than 4 feet wide. ISOMETRIC VIEW SAND BAGS SHALL BE EVENLY SPACED ALONG TOP AND ALONG THE FRONT OF INLET. SECTION FILTER FABRIC WYE INLET PROTECTION N.T.S. ESTABLISHMENT OF GROUND COVER EIGHTY PERCENT (80%) EVENLY DISTRIBUTED GROUND COVER, WITHOUT LARGE BARE AREAS, SHALL BE ESTABLISHED AFTER THE DESIGNATED AREAS HAVE BEEN COMPLETED TO THE LINES, GRADES AND CROSS SECTIONS SHOWN ON THE PLANS AND PRIOR TO FINAL ACCEPTANCE BY THE CITY ENGINEER. 2. GROUND COVER SHALL BE ESTABLISHED AS PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (N.C.T.C.O.G.) "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 202.6 SEEDING TURFGRASS. COPIES MAY BE OBTAINED FROM THE "NORTH CENTRAL COUNCIL OF GOVERNMENTS", PO DRAWER 5888, ARLINGTON, TEXAS, 76005-5888, PHONE (817) 640-3300, ALSO AVAILABLE AT WWW.PUBLICWORKS.DFWINFO.COM. A COPY OF THE CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS SHALL BE AVAILABLE ON -SITE AT ALL TIMES BY THE CONTRACTOR. 3. PRIOR TO PLANTING, CONTRACTOR SHALL PROVIDE THE CITY ENGINEER, OR HIS 12-DESIGNEE, WITH THE STATE OF TEXAS CERTIFICATE STATING ANALYSIS OF PURITY AND GERMINATION OF SEED. 4. PLANTING SEASON AND APPLICATION RATES. ALL PLANTING SHALL BE DONE BETWEEN THE DATES SPECIFIED IN TABLE 1, FOR EACH GRASS TYPE EXCEPT WHEN SPECIFICALLY AUTHORIZED IN WRITING. THE SEEDS PLANTED PER ACRE SHALL BE OF A TYPE SPECIFIED WITH THE MIXTURE, RATE AND PLANTING DATES AS SHOWN IN THE TABLE 1, OR AS SPECIFIED BY THE ENGINEER. T°Ne 1. seedinn T„rfnrncc TYPE PLANTING SEASON SEED AND RATE TYPE I MARCH THROUGH SEPTEMBER BERMUDA GRASS, HULLED 50-LB (22.7-KG) PUS PER ACRE TYPE 11 OCTOBER THROUGH FEBRUARY RYE GRASS, 100-LB (45.4-KG) PITS PER ACRE COMBINED WITH BERMUDA GRASS, HULLED 20-LB (9.1-KG) PUS PER ACRE.' OTHER AS SPECIFIED ON PLANS AS SPECIFIED ON PLANS IPLS - Pure Live Seed is determined by multiplying the gross weight times purity times the germination [For a ample, a 100-Ib bag with 85% purity and 80% germination. (PLS=pounds In bag x Purity x germination) 100 x 0.85 x 0.8 = 60.8 -Ibe of pure live seed.) 5. SEEDED AREAS SHALL BE MAINTAINED, INCLUDING WATERING AND MOWING, AT SUCH TIME AND IN A MANNER AND QUALITY TO ESTABLISH A MINIMUM 80% EVENLY DISTRIBUTED GROUND COVER, WITHOUT LARGE BARE AREAS, UNTIL COMPLETION AND FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 6. IN LIEU OF SILT FENCES, THE CONTRACTOR MAY USE TEMPORARY EROSION CONTROL MATTING AND/OR MULCHING PERIMETER GUARD BY ERTEC (OR EQUAL) TO STABILIZE DISTURBED SOIL AREA. EROSION CONTROL MATTING AND MULCHING SHALL BE INSTALLED IN COMPLIANCE WITH N.C.T.C.O.G. STANDARD SPECIFICATIONS 201.16 AND 201.17. PROPRIETARY PRODUCTS SHALL BE INSTALLED PER MANUFACURERS RECOMMENDATIONS. EROSION CONTROL MATS USED AGAINST PAVED AREAS SHALL HAVE A WIDTH OF NO LESS THAN 10 FEET. NO HAY PRODUCTS SHALL BE USED. 7. ALL MATERIAL INCORPORATED IN THE CONSTRUCTION SHALL BE NEW. GENERAL NOTES 1. INSPECTIONS SHALL BE PERFORMED EVERY 7 DAYS AND ANY REPAIR OR MAINTENANCE ON EROSION CONTROLS AND BEST MANAGEMENT PRACTICES WILL BE MADE PROMPTLY AS NEEDED. 2. No EXCAVATION OR CURB CUT -BACKS WILL BE ALLOWED WITHIN 18 INCHES OF THE STREET OR CURB WITHOUT APPROVAL FROM THE CITY ENGINEER, 3. STREETS WILL BE KEPT FREE FROM MUD OR EARTH MATERIALS DURING THE CONSTRUCTION. 4. USE OF ALTERNATE EROSION CONTROL DEVICES MUST BE APPROVED IN ADVANCE BY CITY ENGINEER AND SHOWN CLEARLY ON THE EROSION CONTROL PLANS PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 5. THE REQUIREMENTS OF NCTCOG BEST MANAGEMENT PRACTICES STANDARDS SHALL APPLY TO ALL ALTERNATE EROSION CONTROL DEVICES AS AMENDED BY THE CITY. 6. CONCRETE WASH -OUT SHALL BE MAINTAINED AND SHALL HAVE SIGNAGE AND SHOWN ON EROSION CONTROL DRAWINGS. NOTE: STONE OVERFLOW STRUCTURES OR OTHER OUTLET CONTROL DEVICES SHALL BE INSTALLED AT ALL LOW POINTS ALONG THE FENCE AT A MINIMUM OF EVERY 300 FEET. SILT FENCE STONE OVERFLOW STRUCTURE MIN. TOP OF ONE, EACH SIDE SILT FENCE I EROSION CONTROL I STANDARD DETAILS V z_ Z F 0 ZCn �C CZ) 6n Cq zN c� LLJ 0 or Vi r WQ WN Z r CO) ZQ OY yU Zp Z W W w W r � J Z O IL V N W G J ,Q V W J revial number a deer 1 z a 4 6 6 J e 9 0 designed by: SAL drawn by:SAL GONZALEZ Checked by: S.G. date: 7-4-22 eneee W. EROSION PLAN sheet: 2of3 (See Usa rILILK UHIVI HI IUL Ur JLUY'L Guidelinese _ Z� TYPE 1 PLAN VIEW 3', 6' or 9 Galvanized Steel TYPE 4 (SACK GABIONS) Flow Excavation (If shown on const. dwgs.) Stabilized earth embankment G� / A "V" Shape may be used for higher velocity flows. (See "V" Shape Plan below) FILTER DAM AT SEDIMENT TRAP D. Lom, L-111-111 Ji'id�1810000............III!i! C E-(`TI() NI R—R "V" SHAPE (Plan View) PLANS SHEET LEGEND Type 1 Rock Filter Dames Type 2 Rock Filter Dam RFoz Type 3 Rock Filter Dames Galvanized Steel CC(`TI(l NI A OR Z� TYPE 1 OR TYPE 2 PROFILE Galvanized woven 2I wire mesh (for Types 2 & 3) See Note 4 2 Open graded rock 4" Min. SECTION C-C ROCK FILTER DAM USAGE GUIDELINES Types 1 & 2 = 18" Type 3 — 36" Rock Filter Dams should be constructed downstream from disturbed areas to intercept sediment from overland runoff and/or concentrated flow. The dams should be sized to filter a maximum flow through rate of 60 GPM/FT of cross sectional area. A 2 year storm frequency may be used to calculate the flow rate. Type 1 (18" high with no wire mesh): Type 1 may be used at the toe of slopes, around inlets, in small ditches, and at dike or swale outlets. This type of dam is recommended to control erosion from a drainage area of 5 acres or less. Type 1 may not be used in concentrated high velocity flows (approx. 8 Ft/Sec or more) in which aggregate wash out may occur. Sandbags may be used at the embedded foundation (4" deep min.) for better filtering efficiency of low flows if called for on the plans or directed by the Engineer. Type 2 (18" high with wire mesh): Type 2 may be used in ditches and at dike or Swale outlets. Type 3 (36" high with wire mesh): Type 3 may be used in stream flow and should be secured to the stream bed. Type 4 (Sack gabions): Type 4 May be used in ditches and smaller channels to form an erosion control dam. Galvanized Woven Wire Mesh FILTER DAM AT CHANNEL SECTIONS OR —z�g)-- OR z� TYPE 1 OR TYPE 2 GENERAL NOTES 1. IF SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, FILTER DAMS SHOULD BE PLACED NEAR THE TOE OF SLOPES WHERE EROSION IS ANTICIPATED, UPSTREAM AND/OR DOWNSTREAM AT DRAINAGE STRUCTURES, AND IN ROADWAY DITCHES AND CHANNELS TO COLLECT SEDIMENT. 2. MATERIALS (AGGREGATE, WIRE MESH, SANDBAGS, FTC.) SHALL BE AS INDICATED BY THE SPECIFICATION FOR "ROCK FILTER DAMS FOR EROSION AND SEDIMENTATION CONTROL". 3. THE ROCK FILTER DAM DIMENSIONS SHALL BE AS INDICATED ON THE SWPPP OR EROSION CONTROL PLANS. 4. STONE SIDE SLOPES SHOULD BE 2:1 OR FLATTER. DAMS WITHIN THE SAFETY ZONE SHALL HAVE SIDE SLOPES OF 6:1 OR FLATTER. 5. MAINTAIN A MINIMUM OF V BETWEEN TOP OF ROCK FILTER DAM WEIR AND TOP OF EMBANKMENT FOR FILTER DAMS AT SEDIMENT TRAPS. 6. FILTER DAMS SHOULD BE EMBEDDED A MINIMUM OF 4" INTO EXISTING GROUND. 7. THE SEDIMENT TRAP FOR PONDING OF SEDIMENT LADEN RUNOFF SHALL BE OF THE DIMENSIONS SHOWN ON THE PLANS. 8. ROCK FILTER DAM TYPES 2 & 3 SHALL BE SECURED WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1" DIAMETER HEXAGONAL OPENINGS. THE AGGREGATE SHALL BE PLACED ON THE MESH TO THE HEIGHT & SLOPES SPECIFIED. THE MESH SHALL BE FOLDED AT THE UPSTREAM SIDE OVER THE AGGREGATE AND TIGHTLY SECURED TO ITSELF ON THE DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS. IN STREAM USE THE MESH SHOULD BE SECURED OR STAKED TO THE STREAM BED PRIOR TO AGGREGATE PLACEMENT. 9. SACK GABIONS SHOULD BE STAKED DOWN WITH 3/4" DIA. REBAR STAKES. 10. FLOW OUTLET SHOULD BE ONTO A STABILIZED AREA (VEGETATION, ROCK, ETC.). 11. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. 12. ALL MATERIAL INCORPORATED IN THE CONSTRUCTION SHALL BE NEW. 13. MAX TEMPORARY EARTH SLOPE IS 3:1 WITH 4:1 RECOMMENDED IF PRACTICAL EROSION CONTROL ROCK FILTER DAM z z � U ZU-)c O r .LM ZUti� Q—I� ry-�� cc Cc/* Z N WQ O r �co W Q Z NW N ZQ OY y0 Zp Z� WW � J r J r O z a zQ F- o- V C) W (1) W 0 G Q L Qri 2 -j J Q revislons: numbxadate: z 3 a s e 9 10 designed by: SAL dmm by.SAL GONZALEZ checked by: S.G. date: 7-4-22 sum: EROSION PLAN sheet: 3of3 1- GENERAL BUILDING & DESIGN REQUIREMENTS 1) THE ATTACHED PLANS & SPECIFICATIONS ARE THE SOLE PROPERTY OF SG DESIGN. ANY UNAUTHORIZED USE OF THESE PLANS WITHOUT PRIOR WRITTEN CONSENT OF SG DESIGN. IS STRICTLY PROHIBITED. 2) SG DESIGN. DESIGNS & BUILDS HOUSING AS SET FORTH BY THE FORMAT AND PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC 2015), AND THE NATIONAL ELECTRIC CODE (NEC 2018). ANY NON -CONFORMING DOCUMENTS DISCOVERED BY THE CONTRACTOR OR HIS AGENTS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF SG DESIGN. BY CALLING (214)597-1150. 3) THESE PLANS ARE SUBJECT TO MODIFICATIONS TO MEET CODE REQUIREMENTS AND/OR TO FACILITATE MECHANICAL/ ELECTRICAL/ PLUMBING INSTALLATION AND/ OR TO IMPLEMENT DESIGN IMPROVEMENTS. ANY INTENTION TO MODIFY THESE PLANS MUST BE APPROVED IN WRITING BY SG DESIGN. 4) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS, INSTALLATIONS, OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH WORK. FIELD VERIFY ALL DIMENSIONS - DO NOT SCALE DRAWINGS!! CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE PROJECT AND BECOMING FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK INCLUDING BUT NOT LIMITED TO SITE AND SOIL BEARING CONDITIONS. 5) ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES, OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND/ OR FABRICATION OF THE WORK. 7) MINIMUM UNIFORMLY DISTRIBUTED LOADS AND DEFLECTIONS: A) LIVE LOADS 40 PSF B) DEAD LOADS 10 PSF C) MAX. ALLOWED DEFLECTION FLOOR JOIST LIVE: 3/8" TOTAL: 3/4" D) FLOOR JOIST WITH TILE ADDITIONAL DEAD LOAD 13 PSF E) MAX. ALLOWED DEFLECTION TOTAL L/600 F) MAX. ALLOWED DEFLECTION FLOOR LIVE: 3/8" TOTAL: 3/4" G) MAX. ALLOWED DEFLECTION FLOOR BEAM SUPPORTING TWO OR MORE FLOORS LIVE: 3/16" TOTAL: 3/8" 8) THREE SECOND WIND GUST: 110 MPH WIND GUST SPEED FROM "BASIC WIND SPEED FOR 50 YEAR MEAN RECURRENCE INTERVAL" MAP OF 2000 IRC 2 - SITE CONSTRUCTION 1) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS. 2) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS BACKFILL TO NOT DAMAGE THE FOUNDATION WALLS OR ANY WATERPROOFING/ DAMPPROOFING MATERIALS. 3 - CONCRETE 1) SLOPE ON GARAGE SLAB SHALL BE 1/8" PER FOOT TOWARDS VEHICLE DOOR. SLOPE ON PORCH AND PATIOS SHALL BE 1/8" PER FOOT AWAY FROM HOUSE. 4-MASONRY 1) ALL EXTERIOR BRICK MUST MEET ASTM C-216 FOR "SW" CONDITIONS 2) MASONRY VENEER SHALL BE ATTACHED TO SUPPORTING WALLS w/ 22CA x 7/8" CORRUGATED METAL TIES AT 24" O.C. IN ACCORDANCE WITH R703.7.4.1 - I.R.C. OR LOCAL CODE REQUIREMENTS 3) FLASHING BEHIND MASONRY SHALL BE 14# BUILDING PAPER OR FELT OR APPROVED EQUAL ATTACHED TO THE SHEATHING TO PREVENT MOISTURE PENETRATION. FLASHING SHALL BE LOCATED AS DESCRIBED IN SECTION R703.7.5 - I.R.C. 4) WEEPHOLES SHALL BE PROVIDED ALONG THE OUTSIDE WYTHE OF EXTERIOR MASONRY WALLS AT 33" O.C. MAX, SHALL BE A MIN. OF 3/16" IN DIAMETER, AND LOCATED IMMEDIATELY ABOVE THE FLASHING PER R703.7.6 - I.R.C. 5 - METALS 16 - WOOD AND PLASTICS 17 - THERMAL & MOISTURE PROTECTION 1) FIRE STOPPING AND/ OR DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF IRC R602.8. 2) ATTIC VENTILATION SHALL BE PROVIDED AT 1/150th OF THE AREA OF THE SPACE VENTILATED. CROSS VENTILATION WITH HALF OF THE VENTILATED AREA SHALL BE PROVIDED BY RIDGE OR GABLE VENTS AND THE OTHER HALF BY SAVE OR CORNICE VENTS. VENTS SHALL BE PLACED SO AS TO NOT ALLOW INFILTRATION OF RAIN OR SNOW. 3) PROVIDE APPROVED TILE BACKER DRYWALL FOR ALL SHOWER AND BATH SPACE 4) PROVIDE CONT. SOFFIT VENTS 5) PROVIDE ATTIC VENTILATION PER IRC-R806.1 6) PROVIDE DOW WEATHERMATE HOUSE WRAP 18 - DOORS AND WINDOWS 1) REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HT. AND VERIFY W/ ELEVATIONS AND CORNICE DETAILS 2) TEMPERED GLASS SHALL BE USED IN HAZARDOUS AREAS AS DESCRIBED IN SECTION R308.4 - I.R.C. 3) FRONT DOOR WIDTH PER IRC-R311.3 4) GARAGE DOOR PER IRC-R309.1 5) EMERGENCY EGRESS SHALL MEET REQUIREMENTS OF SECTION R310 - I.R.C. - SLEEPING ROOMS SHALL HAVE AT LEAST ONE EGRESS OPENING OF NOT LESS THAN 5.7 SF AND A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 6) GARAGE DOOR TO BE SOLID CORE DOOR WITH MINIMUM 20 MIN FIRE RATING AND INSTALLED WITH SELF -CLOSING HINGES WHERE REQUIRED BY CODE. 15 - MECHANICALS 1) FACTORY BUILT CHIMNEYS AND FIREPLACES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, AND ARE SUBJECT TO MECHANICAL INSPECTION PER IRC SECTION R1002.1. 2) EXTERIOR AIR INTAKE FOR COMBUSTION AIR PER IRC SECTION R1005.4. 16 - ELECTRICAL 1) ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC). ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OF APPROVAL OF THE UNDERWRITERS LABORATORIES, INC. 2) ELECTRICAL CONTRACTOR SHALL VERIFY SPACE REQUIRED FOR METER INSTALLATION BEFORE CONSTRUCTION AND SHALL NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES. 3) VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER SPECIFICATIONS. 4) GROUND FAULT INTERRUPTS SHALL BE LOCATED PER THE NEC. 5) ALL SWITCHES SHALL BE INSTALLED AT 3'-6" ABOVE FINISHED FLOOR TO CENTERLINE OF SWITCH UNLESS NOTED OTHERWISE. 6) ALL CONVENIENCE OUTLETS SHALL BE INSTALLED W/ CENTERLINE OF OUTLET LOCATED 1'-3" ABOVE FINISHES FLOOR UNLESS NOTED OTHERWISE. 7) ALL CONVENIENCE OUTLETS WITH SWITCHES TO BE SWITCH AT TOP ONLY. 8) ALL EXTERIOR WALL BRACKET FIXTURES SHALL BE INSTALLED AT 5'-6" ABOVE ADJACENT DOOR SILL HEIGHT TO CENTERLINE OF FIXTURE. 9) APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVERY STORY OF THE DWELLING UNIT AS PER IRC SECTION R317 (SEE SHEET 31.1 FOR LOCATIONS). WHERE MORE THAN ONE DETECTOR IS REQUIRED THEY SHALL BE INTERCONNECTED. POWER SOURCE SHALL BE BUILDING POWER w/ BATTERY BACKUP. 10) ALL ELECTRICAL CONDUCTORS SHALL BE OF COPPER. GENERAL FRAMING SPECS AND CONSTRUCTION NOTES STAIRS: 1) THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES (210 MM) AND THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (229 MM) ACCORDANCE WITH SECTION R314.2 - I.R.C. 2) HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS IN ACCORDANCE WITH SECTION R315.1 - I.R.C. 3) HANDRAIL AND BALUSTRADE (WHERE PRESENT) SHALL BE CONSTRUCTED ACCORDING TO IRC-311.5.E AND IRC-312.1 4) ALL REQUIRED HAND RAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS W/ 2 OR MORE RISERS FROM A POINT ABOVE THE THE TOP RISER OF A FLIGHT TO A POINT ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE AT NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5" BETWEEN THE WALL AND HAND RAIL. 5) GUARDRAILS: BALCONIES OR RAISED FLOOR SPACES MORE THAN 30" ABOVE THE FLOOR SHALL HAVE A GUARDRAIL OF NOT LESS THAN 36" IN HGT, MEASURED FROM THE NOSING OF THE TREADS. ALL GUARD RAILS SHALL WITHSTAND 200 LB LIVE LOAD. 6) HORIZONTAL SPACING IN BETWEEN VERTICAL MEMBERS AT REQUIRED GUARDRAILS SHALL BE A MAX OF 4" 0. C. 7) ENCLOSE ACCESSIBLE SPACE AND/OR SOFFITS UNDER ANY STAIR WITH "' GYPSUM BOARD. WALLS: 1) ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. ALL STUDS ARE 3 1/2" UNLESS NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY - SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. 2) ALL STUDS TO BE 2x4 SYP OR EQUAL UNLESS NOTED OTHERWISE. 3) USE DBL TOP PLATES ON BOTH FIRST AND SECOND FLOOR - ALL PARTITIONS - LAP AT INTERSECTIONS 4) AT EACH WALL OPENING ADD 1/2 THE TOTAL OF STUDS DISPLACED TO EACH SIDE OF THE OPENING (FULL HEIGHT). AND USE ONE TRIMMER STUD BELOW THE HEADER AT EACH END (U.N.O.) 5) SEPARATION BETWEEN THE RESIDENCE AND THE GARAGE SHALL BE MAINTAINED BY INSTALLATION OF 2° GYPSUM BOARD ON ALL COMMON WALLS. 2-STORY HOMES REQUIRE "' TYPE X GYPSUM BOARD AT GARAGE CEILINGS WHERE HABITABLE ROOMS ARE PRESENT ABOVE. FLOORS: 1) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN IRC R502.8. 2) THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (76MM) ON MASONRY OR CONCRETE OR AS OTHERWISE SPECIFIED IN IRC R502.6 3) ALL DIMENSIONAL FLOOR JOISTS TO BE SYP - #2 UNLESS NOTED OTHERWISE. 4) ANY CONVENTIONAL FLOOR JOISTS SHOWN DOUBLED ON PLANS TO BE GLUED AT INSTALLATION AND NAILED W/ 3-16d NAILS @ 16" O.C. MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM. FRAMING: 1) ALL FRAMING DIMENSIONS TO FACE OF MEMBER. 2) ALL BEARING HEADERS TO BE 2 X 10 #2 SOUTHERN YELLOW PINE OR EQUAL UNLESS NOTED OTHERWISE. 3) ALL 2x10 & 2x12 HEADERS TO BE SOUTHERN YELLOW PINE - #2 UNLESS NOTED OTHERWISE. 4) ALL 2x8 HEADERS TO BE SYP-#2 UNLESS NOTED OTHERWISE. 5) PROVIDE 1x BLOCKING UNDER ALL EXTERIOR SLIDING DOORS. 6) ALL BEAMS & HEADERS SHALL HAVE A MINIMUM OF (1) 2x JACK STUD & (1) 2x KING STUD. THE NUMBER OF STUDS LABELED ON PLANS INDICATES THE NUMBER OF JACK STUDS ONLY (UNLESS NOTED OTHERWISE). 7) THE NUMBER OF KINGS STUDS LOCATED TO EACH SIDE OF EXTERIOR WALL OPENINGS TO EQUAL 1/2 THE NUMBER OF STUDS DISPLACED BY THE OPENING. 8) TWO-PLY CONVENTIONAL BEAMS TO BE FACE -NAILED W/2 ROWS 16d COMMON NAILS STAGGERED @16" O.C. UNLESS NOTED OTHERWISE. THREE-PLY CONVENTIONAL BEAMS TO BE NAILED AS ABOVE FROM EACH SIDE. MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM. 9) JOIST HANGERS, WHERE REQUIRED, SHALL BE USED WITHOUT ANGLES. 10) FIRE STOPPING AND/ OR DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF IRC R602.8. ROOF: 1) HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT RIDGE DOWN TO BEARING PARTITION. CUT ENDS OF RAFTERS SHALL BE FULLY SUPPORTED WALL AND RIDGE. 2) REQUIRED VENTILATION AREAS CALCULATED AT 1/300 RATIO. O z z r U zLOC Q=0� "?cc � C 04 W O C CD [All H � W Q W Z a, Z H N ZQ OY NU Zp Z W W � J H � J O z III-- zQ 0 U H d pW Lu Q U) � Q OJ —1Q rewskm: nmb,ad�: z 3 6 a 0 designed by: SAL drawn by:SAL GONZALEZ Checked by: S.G. date: 7—a-22 ahwWa: NOTES sheet: 1 of 17 140.00' 62 PROPERTY LINE 37 4 5'SETBACK Ln 4 i---------3o.a8---------r— „ I 6.91, Lu ILu I 1914 DENNISON STREET I m Lu 2-STOROT DUPLEX5 i b o DRIVEWAY J I r I 0 J w N j 1210 SF (AC) UNIT'A' I v O z af O ¢ co M 1210 SF (AC) UNIT'B' o U) 6 D a w 7 I I a Z Lf) ro I a I I O DRIVEWAY tZ I cl 6.91' I I� 30.08, I a 5'SETBACK L-------------------L —J 44'-4,° PROPERTY LINE 140.00' Site Plan SCALE: 1/8"= P-0" (22"X34" SHEET) I /8"=2'-0" (1 1 "X 17" SHEET) LEGAL DESCRIPTION SESIGNDAND s"MP`"" 2 1914 DENNISON STREET sheet: designed by. SAL ADAMS ADDITION LITTLE ROCK, ARKANSAS CONSTRUCTION PLANNING 2 of 17 draw by:SAL GONZALEZ LOT 151 / REPLAT NO.1 214-597-1150 checked by: S.G. date: 7-4-22 WWW.sandjdesigns.com ❑1 22"X30" ATTIC ACCESS WATER HEATER PLATFORM TO BE 3/4" OSB ON 2X6 LEDGER 18" A.F.F. WITH AUX. CATCH PAN DRAINED TO OUTSIDE IF APPLICABLE, OPT. #126 DOOR TO BE 20/50 @ 6'-10" HH. �3 ELECTRICAL SUB. PANEL & METER (LOCATION MAY VARY PER CITY CODE) ❑4 36"X36" OR 36"X72" A/C PAD ❑6 MECHANICAL PLATFORM TO BE 3/4" T.G. OSB ON 2X6 LEDGER 26" A.F.F. DOOR TO BE @ 7'-4" HH ❑6 5/8" TYPE X GYPSUM BOARD STAGGER & TAPE JOINTS ❑7 4" DIA. DRYER VENT TO OUTSIDE AIR ❑8 SOLID CORE DOOR TO BE SELF —CLOSING & WEATHERSTRIPPED �9 2X6 WALL 10 FURR CEILING TO +/— 8'-0" 11 H.V.A.C. DUCT CHASE 12 MIN. 2'-0" BETWEEN DOOR & WINDOW TO AVOID TEMPERED GLASS. 13 CONTINUOUS WOOD HANDRAIL @ 36" ABOVE TREAD NOSING 14 FIRST SHELF 36" HGT. W/ADDN'L SHELVES SPACED @ 12" O.C. ABOVE 15 CENTERLINES OF 2x4 BLOCKING @ 36", 54", & 84" HGT. @ KITCHEN CABS, AND @ 30" HGT. FOR BATHROOM VANITY CABS 16 CENTERLINE OF 2x4 BLOCKING @ 24" HGT. FOR PAPER HOLDERS 17 CENTERLINE OF 2x4 BLOCKING @ 52" HGT. FOR TOWEL BARS. 18 1R & 1S = 1 ROD W/ SHELF @ 69" A.F.F. 2R & 1S = 1 ROD W/ SHELF @ 80" A.F.F. & 2ND ROD @ 40" A.F.F. HALL SKEWED WALLS TO BE CONSTRUCTED @ 45 DEGREE ANGLES. U.N.O. Zp THIS WINDOW MEETS E.G.R.E.S.S. REQUIREMENTS PER I.R.C. 2018 CODE. 21 DOUBLE 2x4 WALL NOTE: (SS) STRUCTURAL SHEATHING TO BE RED T—PLY OR 7/16" O.S.B. PER CITY. (CWB) CUT —IN WINDBRACE TO BE 10 OR METAL"T" PER CITY CODE. DOOR SCHEDULE PER UNIT A TYPE: L I R IPR 20/68 IN 3 5 3 26/68 INT 2 1 1 28/68 EXT. 1 3O/68 EXT. 1 7300/SD H.HH ,ti0��0a 30/50 SH Y-G' H.H. 30/50 SH �` B Y-G' H.H. 7�/0y HSH H. Dining Dining \ 18'-5" 8' CLG 8' CLG 18'-5" \ Family Room Family Room 8' CLG 8' CLG 7 3'- 2'-6" 3-10. 3'-5Y• Nl�l IGtchen 3'-5}2" 3'-10" CLG 8 CLG `i 8' CLG �X 14 14 Paft 13 2M WILL 12I L—�Lll--I 2X6 WALL 13 I F--—µ— �` 12 "in 10 10 JL%I.� L JL — —J 8 B CL2-26/68 Bath B' CLG 0O LLJIL Bath 2-26 68 CLG 8 00 8' CLG 7 7 5 3.-2 .p 6•-gF 5�_5y.� 5,-5/2" 6-6y c '-2" ?: 5 4 �0 20/68 sB 20/66 ve `L� 4 3 3 2 2 O —1R/1S _ � _ 1R/1S_ O e"cc. WALL H.WALL 3'-5 2'-9" 2•-9,. 3. 6" 3'-SY" 2 Z/6 FXD do 9 5'-5y" 5'-6/2 ��6� 20/60 FXD � 7'-0" H.H. 7'-0" H.H. yo Porch Porch t 8' CLG, _ _DRP. HDR _ f Bedroom Bedroom f 8' CLG. _ DRP. HDR_ _ 8' CLG, 8' CLG. 30/50 SH 30/50 SH 7'-0" H.H. 7'-0" H.H. DOOR SCHEDULE PER UNIT B TYPE: L R PR UNIT -B � UNIT -A 20/68 INT. 5 3 3 26/68 INT 1 2 1 28/68 EXT. 1 30/68 EXT. 1 WINDOW SCHEDULE BOTH UNITS QTY TYPE: COMMENTS EGRESS 2 20/20 FIXED 12.00 2 20/60 FIXED 12.00 12 30/5C SINGLE HUNG 180.00 TOTAL EGRESS 192.00 FIRST FLOOR SCALE: 1/4"= P-0" (22"X34" 511111 I/8"= 1'-0" ( I 1 "X 17" SHEET) SQUARE FOOTAGE AREAS UNIT 'A' A/C LIVING AREAS SQ. FT. FIRST FLOOR AC UNIT A 655 SF PORCH UNIT A 28 SF SECOND FLOOR AC UNIT A 555 SF 1237 SF SQUARE FOOTAGE AREAS UNIT ' B' A/C LIVING AREAS SQ. FT. FIRST FLOOR AC UNIT B 655 SF PORCH UNIT B 28 SF SECOND FLOOR AC UNIT B 555 SF 1237 SF L7 z z z E Q O LZ U O Z LO O .� L ry- fJ� 5- N 0 0 [Al vJ r W Q W Z Z N z OY NU zp ZOf W W r CD __J z Q O z d Z Q O V � L.L NW LL Q Q L1i aW J Q revisions: nmbwadd.: s 6 9 0 designed by. SAL dream by:SAL GONZALEZ checked br• S.G. date: 7-4-22 .H..t MW: FLOOR PLAN Sheet: 3 of 17 ❑1 22"X30" ATTIC ACCESS ❑� WATER HEATER PLATFORM TO BE 3/4" OSB ON 2X6 LEDGER 18" A.F.F. WITH AUX, CATCH PAN DRAINED TO OUTSIDE IF APPLICABLE, OPT. #126 DOOR TO BE 20/50 @ 6'-10" HH. [-3]ELECTRICAL SUB. PANEL & METER (LOCATION MAY VARY PER CITY CODE) ❑4 36"X36" OR 36"X72" A/C PAD ❑5 MECHANICAL PLATFORM TO BE 3/4" T.G. OSB ON 2X6 LEDGER 26" A.F.F. DOOR TO BE @ 7'-4" HH ❑6 5/8" TYPE X GYPSUM BOARD STAGGER & TAPE JOINTS ❑� 4" DIA. DRYER VENT TO OUTSIDE AIR ❑8 SOLID CORE DOOR TO BE SELF -CLOSING & WEATHERSTRIPPED 9 2X6 WALL 10 FURR CEILING TO +/- 8'-0" 11 H.V.A.C. DUCT CHASE 12 MIN. 2'-0" BETWEEN DOOR & WINDOW TO AVOID TEMPERED GLASS. 13 CONTINUOUS WOOD HANDRAIL @ 36" ABOVE TREAD NOSING [1—,]FIRST SHELF 36" HGT. W/ADDN'L SHELVES SPACED @ 12" O.C. ABOVE [1—,]CENTERLINES OF 2x4 BLOCKING @ 36", 54", & 84" HGT. @ KITCHEN CABS, AND @ 30" HGT. FOR BATHROOM VANITY CABS 16 CENTERLINE OF 2x4 BLOCKING @ 24" HGT. FOR PAPER HOLDERS HCENTERLINE OF 20 BLOCKING @ 52" HGT. FOR TOWEL BARS. 18 1R & 1S - 1 ROD W/ SHELF @ 69" A.F.F. 2R & iS - 1 ROD W/ SHELF @ 80" A.F.F. & 2ND ROD @ 40" A.F.F. HALL SKEWED WALLS TO BE CONSTRUCTED @ 45 DEGREE ANGLES. U.N.O. 20 THIS WINDOW MEETS E.G.R.E.S.S. REQUIREMENTS PER I.R.C. 2018 CODE. 21 DOUBLE 2x4 WALL NOTE: (SS) STRUCTURAL SHEATHING TO BE RED T-PLY OR 7/16" O.S.B. PER CITY. (CWB) CUT -IN WINDBRACE TO BE 1x4 OR METAL"T" PER CITY CODE. 12'-10y° 2'-3y" 2. 3y° k 12' 10y" 30/50 SH 30/50 SH 7'-0" H.H. 7'-0" H.H. M.Bedroom M.Bedroom �I 8' CLG. 8' CLG. R I� 3' 10" 14'-10 /2" 14'-10 /2" 3'-10' ,3'- _6y2„ 5'-8y" 5-11" 5'-11" 5'-8y' LINEN LINEN r — 20/68 I I � dos 20/68 r — � I I p�� a Bath owe Bath 8' CLG 14 14 13 �o �N 13 12 10 9 \ 12 10 a \ 9 8 8 7 7 6 12,_6" 12'-6" 6 4 4 3 _ 3 Bedroom 3 a Bedroom 3 20 68 \ 8' CLG. 20 68 8' CLG. \ N 20/20 FXD 20/20 Fx0 `� \ 7' C" H.H. 7'-0" H.H. i 3' 3'-Y " 3-52" 5y° 3'- 2 DESK `i 30/50 SH i 30/50 SH DESK 7'-0" H.H. — — — — — — — — — — — III ICI I'I III --JL-- — — — — — — 7'-0" H.H. I I I I 3'4" S-11T 5'-5° 2'-4y^ 2'-4y° 5-53'-11� 3'-8" S4 7-31i 9' 4" 9'-4° UNIT -B UNIT -A SECOND FLOOR SCALE: 1/4"= 1'-O" (22"1 SHEET) 1/5'1 1'-0" ( I 1 "X 17" SHEET) L) z z � U O N ZLf)C 0) N Q L0-0 IF— cu C'4 c#* WO =or �W LU LU Z N ZQ OY yU Zp Z W LU0 J � r � r J Z p O z IL zQ LO V r a- 0 w Q r Q L 0 —1Q revisions: sumeer a aa� i z 3 4 5 6 a s " designed by. SAL d1aim by:SAL GONZALEZ Checked by: S.G. dab: 7-4-22 shah We: FLOOR PLAN sheet: 4 of 17 ELECTRICAL NOTES: ELECTRICAL INSTALL SHALL BE ACCORDANCE WITH ALL APPLICABLE LOCAL AND NATIONAL CODES AND ORDINANCE. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND PROVIDE A DESIGN BUILDING INSTALLATION. ALL CONVENIENCE OUTLETS SHALL BE MOUNTED AT 12" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE, OUTLET, SPECIALTY OUTLETS ARE AS NOTED OR ACCORDING TO STANDARD PRACTICE. KITCHEN COUNTER AND REFRIGERATION OUTLETS AND APPLIANCE OUTLETS ARE TO BE MOUNTED 44" ABOVE FINISHED FLOOR (AFF). ALL EXTERIOR OUTLETS SHALL BE GFI AND WEATHER PROTECTED. SWITCH BOXES SHALL BE MOUNTED 54" ABOVE FINISHED FLOOR TO CENTERLINE OF BOX OR CLUSTER BOXES. ALL KITCHEN AND BATH ROOM OUTLETS SHALL BE GFI PROTECTED. THE OWNER SHALL SELECT THE STYLE AND FINISH FOR ALL LIGHT FIXTURES. ElectricalAL FIXTURE SCHEDULE DESCREFnON SYMBOL FLOOR OUTLET 110V OUTLET 220V OUTLET # 220 1/2 HOT OUTLET GFI OUTLET > GFI WE GFI OUTLET WP/GFl GARAGE DOOR OPENER OUTLET OQ GDO SECURITY SYSTEM SEC SYS DISHWASHER ®DW IRRIGATION SYSTEM RECEPTACLE 0 DEDICATED IRRIGATION SYSTEM OUTLET GOLF CART RECEPTACLE DEDICATED 20 AMP GOLF CART OUTLET LIGHT/FAN COMBO PREWIRE PROVIDE BRACING r. ,7 CEILING MOUNTED LIGHT FIXTURE STYLE PER SPEC RECESSED EYEBALL LIGHT RECESSED CEILING MINI LIGHT xCAN RECESSED CEILING LIGHT( RECESSED WATER PROOF LIGHT WALL MOUNTED LIGHT OPT CEILING/SOFFIT LIGHT a, TWO WAY SWITCH $ THREE WAY SWITCH $3 FOUR WAY SWITCH $4 DIMMER SWITCH $ DIM FIREPLACE IGNITOR $F EXHAUST VENTS O LIGHT/FAN COMBO PHONE OUTLET ®PH TV OUTLET ®TV TV/PH COMBO ®TV/PH SMOKE DETECTOR Os CARBON MONOXIDE DETECTOR DOOR CHIMES COS ElectricalAL PANEL o EP 24"X48" FLOURECENT F 2X4 FOUR 12"X48" FLOURECENT FiauR CHIMES FC UNIT -B 1 UNIT -A ELECTRICAL PLAN FIRST FLOOR SCALE: 1/4"= 1'-0" (22"1 SHEET) I /8"= 1'-0" (1 1 "X 1 T SHEET) c� z z z E Q O J U LZ O � Z LO O .� p�—� N ace ---)0� Lo� I.I.I= O H � W Q W Z � Z H Oa NY ZV Z� W W Q � LJ r r � J r O z a za V Q NW LL Q Q � r t,1') r Q � J Q revisions: nmbw s mr: s s 6 9 IQ designed by. SAL drawn by:SAL GONZALEZ checked by: S.G. date: 7-4-22 "Heat idle: ELECTRICAL sheet: 5 of 17 L- - - - - - - - - - - - - - - ---------------� UNIT -B UNIT -A ELECTRICAL PLAN SECOND FLOOR SCALE: 1/4"= P-0" (22-1 SHEET) I /&"= I'-0" (I I "X 17" SHEET) U Z z � U O N ZLf)c :� QC-Drnry- Z N u�i CC#* WO =or H � W Q W Z a, Z H Oa yY ZU ZO Lu ow J � r � r J z p O Z IL ZQ 0 v �a- ow Qrr o Lu -j J Q revisions: numeer a aa� i z 5 e s " designed by. SAL drawn by:SAL GMZALEZ checked by: S.G. dab: 7-4-22 e"ee vft ELECTRICAL sheet: 6 of 17 z z U Z C:) C C=) 12 12 Z v l� 6� �6 LQ 6:12 � �N 12 8'-1" PL y z N 6:12 �6 6� 6:12 0 O ❑ ❑ ® SIDING AS SPEC = N 1X4 TRIM CRICKET 6:12 6:12 CRICK= FF� ET z 12" FLOOR SYSTEM 8 -1 PL W Q W uL7 ❑ ❑ ©© LLZ FR M 6"X6" WOOD COLUMN ~ �10� Z Q FLOOR LINE N Y ZV ZO ww UNIT 'B' UNIT 'A' q � J FRONT ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/4' = 1'-C" ON 2204 PAPER) r 0 z d Z Q12 12 0 6� �6 a V W 6:1 W 0 III Q 8' 1" PL Q U) j ❑ ❑ w SIDING AS SPEC J Q _ Q Lj M CV C7 Z_ 12" FLOOR SYSTEM 12" FLOOR SYSTEM o revisions: 8 -1 PL 8 -1 PL N numbw&deb: z 3 ❑ M ❑ ❑ �� ❑ 9 SIDING AS SPEC 0 designed by: SAL drawn by:SAL GONZALEZ FLOOR LINE FLOOR LINE ddaitte:: by: 10-7-16 UNIT'A' UNIT'B' h�"ft-. REAR ELEVATION sheet: SCALE 1/8" = 1'-O" (NOTE: SCALE 1/4' = 1'-O" ON 22x34 PAPER) 7 of 17 12 2 6� �6 ry- 6:12 8'-1" PL SIDING AS SPEC 12" FLOOR SYSTEM 612 12" FLOOR SYSTEM 8 -1 PL 6:12 8 -1 PL ❑ SIDING AS SPEC FLOOR LINE FLOOR LINE UNIT'A' RIGHT ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/4" = 1'-0" ON 2W4 PAPER) 12 12 6� �6 6:12 8'-1" PL 2 6 8'-1" PL SIDING AS SPEC 1X4 TRIM 12" FLOOR SYSTEM 12" FLOOR SYSTEM 8 -1 PL 8 -1 PL ;12 �6� ■ 1X4 TRIM SIDING AS SPEC Ll nmbw&d�: FLOOR LINE FLOOR LINE UNIT 'B' LEFT ELEVATION SCALE 1/8- = 1'-0" (NOTE: SCALE 1/4" = 1'-O" ON 22x34 PAPER) O z z � U Z�c O�� v�zN� WO DU H � W Q W � a, Z H Q NY ZU Z� w� ow J � r � J Z � 0 Z a zQ 0 ow Q � � J � Q revisions: z 3 5 6 e 9 0 designed by. SAL drewn by:SAL GONZALEZ d,edced by: S.G. date: 7-a-22 .n.etuus: sheet: 8 of 17 4TERI AL CORNICE DETAIL SCALE: N.T.S Roof Plan SCALE: 1/4"= P-0" (22"X34" SHEET) I /8"= 1'-0" (1 1 "X 17" SHEET) UNIT -B UNIT -A u Z z � U Z�C N Q�rn� ry- v� yz04 WQO or H U) W Q W a, z H oa yY ZU z0 Lu ow J � J z O O Z a Z O v �a ow Q� o -i J Q rwAWme: "-brad,: z a s 6 8 0 designed by: SAL drawn by:SAL GONZALEZ Checked by: S.G. date: 7-4-22 .h.Meb: ROOF PLAN sheet: 9 of 17 2XG ROOF COMP. 5HING , ROOF 6 2xG CEILING J015T DRIP EDGE--�r FASO 055 SHEATHING WINDOW HEADER 2XG EXT. WALL @ I G" O.C. (TYP.) SIDING AS SPEC L WINDOW OPENING 1/2" GYPSUM WINDOW SILL R- I I OR R 13 INSULATION 1 /2" ANCHORS @ G'-(Y' O.C. SKIP DOOR OPENINGS 4" SLAB o � � GRADE a 0 z oElf FOUNDATION PLAN Wall Section SCALE: 3/4'- I'-O" (22" 34' 5MEET) 3/8'= I ' 0" ( I I'X I T 5NEET) z 0 0 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO FOUNDATION CONSTRUCTION. Foundation Plan SCALE: 1/4"= P-0" (22"X34" SHEET) 1 /8"= I I-O" (I I "X 17" SHEET) r 38' 2" 1' 6' 1' 10'-7" b' , A ] 6 10'-7" _1',. 6' 1' F A I II I'I II I I I I III I I I II I II � I 4" THICK CONCT: S Q REINF. W/ #3 ROD5 ID @ I S" EACHWAY N II II �12 B B 6-I/2" REBAR I I 18" REBAR 3/AR MIN @ BEAMS (TYP.) SPACING (IYP.) L---E -----J L — — — — — — -I L ---L17 r � � I J I IA III AI A A III I I I I�I I I I B I B REBAR I @BEAM (TYP ) J - - -J L--- - - -JIL ----_J J - - -J IIL II IL A-----JIIL— — — — — —J IF 1, I. 6' J'j_ ' A 10'-7" UNIT -B 1 10'-7" [1, I. 6' L1' UNIT -A ,1_6.. RODS CHAIR (D.C.) TYP. 4" SANDSELECTFILL G MIL APOR BARRIER POLY G.44 RODS @ PERIMETER BEAMS I z" Section "A" SCALE: 3/ 1 G"= P-0" (22"X34" SHEET) 3/32"= 1'-0" (1 1 "X 17" SHEET) ._61, RODS (o.CHAIR TYP. _ _ 4" SAND 6 MIL VA OR BARRIER POLY M SELECT FILL SELECT FILL 6 #4 ROD5 @ INTERIOR BEAMS t z" Section "B" SCALE: 3/ 1 G"= P-0" (22"X34" 5HEET) 3/32"= 1'-0" ( I I "X 17" SHEET) Z � U zC:)� o v� Q�0-31 Lo -0 ZN yry- 0 O >� Q W Q W z N Z vi Z Q OY NU Z0 Z� W w 0 J � 0) J Z 0 O z az 0 v �a ow Q� o Q -j J Q revisions: number a dab: I z 3 5 6 " ,o designed by: SAL drawn by:SAL GONZALEZ checked by: S.G. date: 7-4-22 ehWtffl : FOUNDATION PLAN sheet: 10 of 17 FIRE TREATED 2X8 ROOF RIDGE in I 2X8 ROOF RIDGE ATTIC 1 II 1 I ATTIC STAGGER 5HEETROCK SECOND FLOOR 2xG CLNG - JOIST 2-HOUR FIRE RESISTANCE WALL TO LAYER EACH WALL W/2-5/8" FIREROCK RUNNING FROM FROM EXTERIOR WALL TO EXTERIOR WALL AND FROM FROM BOTTOM PLATE TO ROOF TO ROOF DECKING AND TO BOTH SIDES OF WALL (5' MIN.) PER UL DE51GN ANSI/UL 2G3 SEE DE5GIN SPECS DESIGN SPEC'5 ATTACHED ON PAGE I OF I PER IRC 2003 R3 17.2 AND R3 17.2. 1 STAGGER 5HEETROCK SECOND FLOOR FLOOR SYSTEM AS REQD.W DECKING STAGGER 5HEETROCK STAGGER 5HEETROCK 2x4 STUDS W-K 13 INSULATION 2X4 STUDS I G" O.C. FIREBLOCKING CONTINOUS WALL W/ 5/6" ROOK ON BOTH SIDES OF STUD PER 2-HR FIRE RESISTACE WALL 2x4 BASE PLATE INTERIOR COMMON WALL 2 HOUR FIRE WALLS DETAILS U z z z E Q O J U rl 0 ui ZU-)c O T-- .L3) T.- cl) ry—�� cucq N f%�� QO 0 H � W Q W z a, Z H Z Q OY NU ZO Z W W G J � T � J Z O z a pQ V Ha p W w Q LO Q � J Q revisions: numeer s aaro: z s b J 8 9 0 designed by. SAL dn-avm by:SAL GONZALEZ Checked by: S.G. date: 10-7-16 .t"dle: 2-HOUR RATED WALL sheet: 11 of 17 PURLIN BRACE WALL OR BEAM/DBL CLG. JOIST 2.6 COMMON RAFTER CEILING JOIST typ _ FULL BLOCK SUPPORTING RAFTER - FURRING STRIP TO PROVIDE DESIRED THN FOR VAULT INSULATIC (INSTALL AS REQUIREI 2X4 STUD WALL typ ref: INTERNATIONAL RESIDENTIAL CODE 2018 CEILING JOISTS G—HABF— ATTICS AITH LHBTED STORAGE, LL = 20 PSF, L/L = 240 RAFTERS CEHJNG NOT ATTAGR® TO RARrER6, DL = 10 PRF, LL = 2D PEF, N/A = 160 RAFTERS GETUNG ATTACHED TO RAFTERS, DL = 10 PST, LL = 20 PRF. L/o = 240 SPAN CHART FOR #2 SOUTHERN PINE CEILING JOISTS RAFTERS RAFTERS TO TO 2 X 6 2 X 6 2 X 10 2 X 12 ref: INTERNATIONAL RESIDENTIAL CODE 2018 CEILING JOISTS MNO ARG (MAXIMH N CLEAR SPA6 N �/DGYPSUM CLG.) (NO ATTIC STORAGE) SPAN CHART FOR #2 SOUTHERN PINE CEILING JOISTS DRYDALL CEIIING (NO ATTIC STORAGE) 12' 1 16" 19.2" 1 24" 2 X 6g 16-11 15-'1 E248 2 �Xl 21-T 10-5 2 26-7 28-6 2 26-0 25-6 HEADER SCHEDULE SPAN SIZE 4'-0' TO 4'-11" 2 - 2x6's 5'-0' TO 6-6' 2 - 2x8's 6'-7' TO 8-3- 2 - 2x10'S 8'-4' TO l0'-0' 2 - 2x12'S NOTE: 1. ALL HEADERS SPANING 10-0' OR GREATER EE ND AN ENGINEERED BEAM 2. ALL HEADERS @ FIRST FLOOR OF TWO STORY HOUSE TO BE 2-2x12,S WHEN THERE IS A FLOOR ABOVE, UNLESS OTHERWISE NOTED 2-2x6 I 2-2x6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I 11= I zVs.6_�—�--� �--�—� zxss�e_—�—�--� II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7t22-2x62x6 2—�2_2xI �,II III I I III I I II I I IIN I I� II Ilr l --5' -- I II IIN I I III I I I I I,IK I I I II III I — 5-- I II �I —�--+2X6 S_B. 2X6 S.B�--�— IIN—� — 5-- I �JI I I I IIIF _ 1 ., _-- IrtxD, I I I III 4 = zxs s.B.l I I I I I I II II II II N I I m, II I I I I I I mll III I I I I I I I III I I IIN 22x6 2-2x6 I I I I I I — I I I I I I I I I I I I a I �--I--2X6 S.B�--�--_� I I I I I I I -- I IIti I I I I I I I I I I I I I NII �I I I I z—As I L �IJI I 2-2x6 I IIII III I'I z—zx6 I I I II I I III I I UNIT -6 SCALE: I/4" = I'-0" (22"x34" SHEET) I /8" = I '-0" (I I "x 17" SHEET) GENERAL NOTES: 1, ALL RAFTERS SHALL BE 2x6 @ 24' O.C. EXCEPT WHERE NOTED. 2, ALL RI➢GES AND VALLEYS SHALL BE 2-8 EXCEPT WHERE NOTED. 3, PURLINS SHALL BE PLACED TO REDUCE RAFTER SPANS T❑ 1 l'-4' OR LES' 4RAFTERS, RIDGES AND VALLEYS SHALL BE #2 S.PINE OR EQUAL. 5, PURR DOWN 2x6 RAFTERS WITH 2x2's IN ALL AREAS OF SLOPED CEILING UNLESS NOTED OTHERWISE 6, BEAM AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR DOUBLED CEILING JOISTS BY T COLUMNS OF (2) 2x4's (USE 2x6's AS NEEDED). 7COLLAR TIES SHALL BE PLACED @ 48' D.C. MAX AT RIDGES. 8, STRUTS SHALL BE (2) 2x4's AT AN ANGLE GREATER THAN 45 DEGREES. 9BEAMS TO BE 2x12'S BUILT UP WITH ❑S.B. 10. CEILING JOISTS SHALL BE #2 SPINE OR EQUAL AND SHALL NOT EXCEDE THE FOLLOWING SPANS: 2x6 - ll'-0' @ 24' O.C. 2x8 - l4-2' @ 24" ❑,C. NOTE: THIS PLAN IS A GRAPHIC REPRESENTATION FOR ESTIMATING PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION UNIT -A 8' PURLIN SPACING LONGEST UNHRACED RAFTER SPAN MEASURED ALONG THE HORIZONTAL PROJECTION @ 24' o.c. #2YPKD 2x6's - 12'-3' 2x8's - IS' -10' UNIT-B UNIT -A SCALE: I/4" = I'-0" (22"x34" SHEET) I /8" = I '-0" (I I "x 17" SHEET) NON -LOAD —ING TION # FRAMING NOTES 1.) ALL FLOOR JOIST TO BE I -JOISTS PER ENG DWGS 2. ALL OLD. JOIST TO BE 2X6'S 024' O.C. U.N.O. 3. ALL ROOF RAFTERS TO BE 2X6'S 024" O.C. U.N.O. 4. ALL ROOF RAFTERS TO BE BRACED OR PURLIN SUPPORTED ACCORDING TO SPAN CHARTS. 5.) ALL HIPS, RIDGES, & VALLEYS TO BE BRACE SUPPORTED ACCORDING TO SPAN CHARTS. 6.) ALL SPECS ARE FOR S.V.P. 2 GRADE, OTHER SPECIES MAY VARY. ].) PLAN IS FOR RAFTER &JOIST LAYOUT ONLY, ALL ROOF BRACING IS UP TO BUILDER. 8.) IT MAY BE NECESSARY TO UPSIZE RAFTERS OR JOIST AS BRACING SITUATIONS REQUIRE. MAXIMUM SPAN ALLOWANCE FOR HEADERS SR202 x 6'SR ROOF BRACING REQUIREMENTS 'T' 'ING x- F 2x4c TCAL Poxi -'20' 2�2%6 2�2x6 ALL CEILING JOISTS AND ROOF RAFTERS ARE 2X6's AT 24" O.C. UNLESS OTHERWISE NOTED. ry— cm Lu Of 0 Z Z � U z PURLIN BRACE --t— WALL OR BEAM/DBL CLG. JOIST 2.6 COMMON RAFTER typ CEILING JOIST typ FULL BLOCK SUPPORTING RAFTER — FURRING STRIP TO (INSTALL AS REQUIRI 2X4 STUD WALL t, iT--:MOO YIIC iff"MY[1111M=CaK-411711►1YE]wore]Illf'�17E:3 CEILING JOISTS UNINHABITAB1 ATTICS IlTH OUITTED STORAGE. EL = 20 PSF, L/L = 240 RAFTERS CEKTNG NOT ATTACHED TO RAFTERS, EL = 10 PSF. LL = 20 PSF. L/L = IN RAFTERS GEH.ING ATTA QED TO RAFTERS, DL = 10 PSF. LL = 20 PSF, L/A = 240 2 X 6 2 X 6 2 X 10 2 X 12 SPAN CHART FOR #2 SOUTHERN PINE CEILING JOISTS DRYRAIL CBdING RAFTERS CETUEN NTO OTTRATTACHED RAFTERS fEUB GTTA2TT�AC® 12" 18" 19.2" 24" 12" 18" 19.2" 24' , 12' 18" 19.2"@I,-, IS-11 lE-0 11-0 6-10 14-0 IS-5 12-S 15-6 11-5 10-2 1S-S IS-11 lE-8 IB-B IT-1 IS-7 14-1 4-2 1S-. 20-11 15-1 10-5 14-G 2S-G 20-S 16-5 NI-. EO-9 1't-G 16-0 24-5 21-4 21-4 17-5 20-0 .-10 21-9 ES-10 20-5 18-10 ref: INTERNATIONAL RESIDENTIAL CODE 2018 CEILING JOISTS (MAXIMUN CLEAR SPAN W/GYPSUM CLG.) UNHIHARTNUD E ATTICS MITH NO ATTIC STORAGE, 10 LDS, 5 LDS DEAD L/-ER10 (NO ATTIC STORAGE) SPAN CHART FOR #2 SOUTHERN PINE CEILING JOISTS DRYRALL U.H.. (NO ATTIC STORAGE) 12" 18" 19.2" 24" 2Xs zXa 24-7 zX 10 zX 1z HEADER SCHEDULE SPAN SIZE 4'-0' TO 4'-11' 2 - 2x6's 5'-0- TO 6'-6° 2 - 2.8's 6'-7TO 8'-3' 2 - 210's 8'-4' TO 10'-0' 2 - 2X12's NOTEi 1. ALL HEADERS CRANING 10'-0' OR GREATER NEED AN ENGINEERED BEAM 2ALL HEADERS @ FIRST FLOOR OF TWO STORY HOUSE TO BE 2-2X12'S WHEN THERE IS A FLOOR ABOVE, UNLESS OTHERWISE NOTED GENERAL NOTES: 1. ALL RAFTERS SHALL BE 2x6 @ 24' O.C. EXCEPT WHERE NOTED. 2. ALL RIDGES AND VALLEYS SHALL BE 2x8 EXCEPT WHERE NOT 3. PURLINS SHALL BE PLACED TO REDUCE RAFTER SPANS TO 11-4' OR LESS 4. RAFTERS, RIDGES AND VALLEYS SHALL BE #2 S.PINE OR EQUAL. 5. FURR DOWN 2x6 RAFTERS WITH 2x2's IN ALL AREAS OF SLOPED CEILINGS UNLESS NOTED OTHERWISE. 6. BEAM AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR DOUBLED CEILING JOISTS BY T COLUMNS OF (2) 2x4'. (USE 2x6'. AS NEEDED). 7. COLLAR TIES SHALL BE PLACED @ 48' O.C. MAX AT RIDGES. 8. STRUTS SHALL BE (2) 2x4's AT AN ANGLE GREATER THAN 45 DEGREES. 9. BEAMS TO BE 2x12'S BUILT UP WITH O.S.B. 10. CEILING JOISTS SHALL BE #2 S.PINE OR EQUAL AND SHALL NOT EXCEDE THE FOLLOWING SPANS; 2x6 - 11'-0' @ 24' O.C. 2x8 - 14'-2' @ 24' O.C. ENID - 17'-C' 2 24' D.C. I I I I I I I I I I I I I I I I I C I I I I I I I I I I I I I I I I I -- I I I I I I I I I I I I I I I — — — — — — — ' II ' ' I �cA II I II II I I I I I I I I I I I I I I I I ---- — — — — — — — I I I I I I I I I I — — — — — GoI I — — — -------- I I I ��\e ----- ---- I I I I I I I I I — — — — — — — — — — — _ I I I III I I I I I — — — — — — — — — — — — — — I I I I _ I I I I I I I — — — — — — — --- — — 4- — — — — — I I I I I �jz I I I I — — — — — q� I I I I I I I I q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _-- �e ILL Od — I JIL NOTE: THIS PLAN IS A GRAPHIC REPRESENTATION FOR ESTIMATING PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION UNIT -B SCALE: 114" = 1'-0" (22"1 SHEET) 1 /6" = 1 '-0" (1 1 N 17" SHEET) PURLIN SPACING LONGEST UNBRACED RAFTER SPAN MEASURE II ALONG THE HORIZONTAL PROJECTION @ 24' Dc. #2YPKD 2x6's - I2'-B' 1. UNIT -A FRAMING NOTES 1.) ALL FLOOR JOIST TO BE I -JOISTS PER ENG DWGS 6.)IALL CLG. JOIST TO BE 2X6'S 024" O.C. U.N.O. ALL ROOF RAFTERS TO BE 2X6'S 024" O.C. U.N.O. 4.) ALL ROOF RAFTERS TO BE BRACED OR PURLIN SUPPORTED ACCORDING TO SPAN CHARTS. 5.) ALL HIPS, RIDGES, & VALLEYS TO BE BRACE SUPPORTED ACCORDING TO SPAN CHARTS. 6.) ALL SPECS ARE FOR S.Y.P. #2 GRADE, OTHER SPECIES MAY VARY, 7.) PLAN IS FOR RAFTER & JOIST LAYOUT ONLY, ALL ROOF BRACING IS UP TO BUILDER. B.) IT MAY BE NECESSARY TO UPSIZE RAFTERS OR JOIST AS BRACING SITUATIONS REQUIRE. MAXIMUM SPAN ALLOWANCE FOR HEADERS 6'-0: 2- 2 X 10'S 6'-0' 6'-0" ROOF BRACING REQUIREMENTS ttPIG4 ROOF ;�N XX JO RA22%6 i10 FPLIe PO �2XE ALL CEILING JOISTS AND ROOF RAFTERS ARE 2X61s AT 24" O.C. UNLESS OTHERWISE NOTED. z z z r U zU-)C o V-.) 10E—�cn Z U r, a� � Q�LO-0 N c� z " O 101 V/ r W Q W Z � Z H N ZQ OY y0 Zp Z� W W in T r J O z a pQ C V oW LLJ Q� Q 2� J Q revisions: z a 4 6 8 9 0 designed by SAL drawn by.SAL GONZALEZ dlecked by: S.G. date: 7-4-22 FRAMING PLANS sheet: 13 of 17 NOTE: 1) FOR TOP PLATE HEIGHTS EQUAL TO OR LESS THAN 1 2'-0" PROVIDE 2X4 CONTINUOUS STUDS @ I G" O.C. FOR TOP PLATE HEIGHTS ABOVE 1 2'-0" TO 17"-0", PROVIDE 2XG CONTINUOUS STUDS @ I G" O.0 2) PROVIDE 2XG @ I G" O.C. WALL STUDS SUPPORTING TWO FLOORS AND ROOF WITH MAX. 10' PLATE HEIGHT IN ACCORDANCE WITH TABLE RG02.3. 1 OF 2015 I.R.C. SYMBOLKEY O SOLID LINE INDICATES 7/16" OSB SHEATHING ODASHED 2 LINE INDICATES GREEN THERMO PLAY SHEATHING �11? SIMPSON STHD10 or HTT5 HOLDOWN CS16 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS 4 BRACED WALL LINE FASTENING FOR THERMO PLY MAXIMUM STUD FASTENING TYPE MAXIMUM FASTENER SPACING SPACING I G" NO. I G GAGE STAPLES I " 3 - PANEL EDGES CROWN x I Y4" LEGS G - INTERMEDIATES SUPPORTS HEADER BEAM COLUMN HEIGHT FROM SIMPSON ACE POST CAP 8' TO 12' REQUIRES A (LEFT AND RIGHT) MINIMUM EQUIVALENT OF 4"X4" LUMBER COLUMN HEIGHT FROM 12'-1" TO 20' REQUIRES A MINIMUM EQUIVALENT OF 6"X6" LUMBER SIMPSON RPBZ POST BASE (4) 3/8" DIA. STRONG BOLT 2 ANCHOR EXISTING STB-37234 EMBEDDED 2 3/4" INTO FOUNDATION FOUNDATION OR (8) 41 X1 43TITEN SCREWS ALTERNATIVE COLUMN DETAIL SCALE: NTS First Floor Shearwall Plan - 11x17 SHEET 1/4"=1'-0' = 2406 SHEET 0 L--------------- JL--------------- J, UNIT -B UNIT -A Second Floor Shearwall Plan NOTE: WHOLE HOUSE 7/16" OSB SHEATHING 5HEAK WALL KEY i. A MINIMUM 176" 055 (APA RATED SHEATHING) NAILED TO 5TUD5 W/ Sd NAILS @ 4" O.C. AT ALL EDGES AND 1 2" O.C. ALONG INTERMEDIATE FRAMING/BLOCKING. ALL PANEL EDGE5 TO BEAR ON FRAMING MEMBERS OR SMAE DEPTH BLOCKING. 8d NAILS SHALL BE PLACED NO LESS THAN 8" FROM THE PANEL EDGE. WIDTH OF SHEAR WALLS VARIATIONS NOTED ON PLAN. 5EE DETAIL A. 2. CONTINUOUS DIAGONAL I X4' (S.Y.P. #2) BRACE LET -IN TO TOP 4 BOTTOM PLATES AND INTERVENING STUDS. ATTACH W/2-8d NAILS AT EACH PLATE AND STUD. END OF LET -IN AT TOP PLATE SHOULD BE CL05E TO THE BUILDING CORNER UNLESS NOTED OTHERWISE. INSTALL BRACE AT 45 DEGREE ANGLE TO HORIZONTAL. VARIATION NOTED ON PLAN 'LOCATION OF TOP OF LET -IN 3. z GYP. BOARD TO BE NAILED TO 5TUD5 WITH Gd COMMON NAIL OR 14 SCREWS. TYPE W OR 5, AT 4" ON EDGE5 AND 8" ON INTERMEDIATE SUPPORTS OR GD COMMON NAILS NAILED AT 12" O.C. AND SCREWS FILLED IN-BETWEEN WITH 4" O.C. ON EDGES AND 8" O.C. ON INTERMEDIATE SUPPORTS 4. STRUCTURAL (RED) THERMO-PLY SHEATHING NAILED TO STUDS WITH FASTENER TYPE 16' OR I "X 14"X I G GAUGE STAPLE @ 3" O.C. AT PANEL EDGE5 AND 8" O.C. AT INTERMEDIATE FRAMING 5. REFER TO DETAIL A G.P05T ANCHORS TOP - SIMP50N TP37 OR EQUIV. CAPACITY CONNECTED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS BOTTOM - 51MP5ON CPS TYPE POST BASE IN ACCORDANCE WITH POST 512E AND ANCHORED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATION 7. C51 G STRAP UNDER CEILING J015T, OVER TOP PLATE AND 2G" DOWN CORNER FASTEN END WITH 2G-8d NAILS. FASTEN TO EACH CEILING J015T WITH ONE 8d NAIL. 8. 156" STRUCTURAL PANEL NAILED TO STUDS W/Gd NAILS ON G" CENTERS 0 0 REFER TO ALTERNATE COLUMN DETAIL UNIT -B First Floor Shearwall Plan NOTES: THE CIRCLES O ON PLAN REPRESENTS SHEAR WALL KEY NOTES. DOES NOT REPRESENT SHEAR WALL DETAIL 0 INDICATES HOLDOWN LOCATION. INDICATES SHEARWALL LOCATION AND SIDE. THIS WIND BRACING PLAN 15 IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE SECTION G02.3. 1 DE51GN WINDSPEED = 115MPH (3-5ECOND GUST) SHEAR WALL GENERAL NOTES SILL PLATE TO FOUNDATION: REFER TO ALTERNATE COLUMN DETAIL UNIT -A A) EXTERIOR AND INTERIOR SHEAR WALLS: PROVIDE " DIA. ANCHOR BOLTS WITH MIN 16"X2" DIA. ROUND PLATE WASHERS @ 5-0" MAX. O.C. A MINIMUM OF 7" EMBED INTO CONCRETE. BOLTS SHALL BE LOCATED NOT MORE THAT 1 2" OR LE55 THAT 7 BOLT DIAMETERS FROM EACH END. OR 13)MA5 MUD51LL @ 5-O" O.C. ANCHOR BOLTS OR MUD5ILL ANCHORS ARE LOCATED NOT MORE THAN 12" OR LE55 THAN 4" FROM EACH END OF EACH PLATE SEGMENT. O CD z z z Q O J (� Z LO O .LM � co ZU-0 am 710) 1) 1 Z rr' Cm~4 me � � try Z N W O U 0 U) Q LU (� WZ Z Q OY NU Z0 LAB W w � J T r J Z 0z O d Z Q O U H a - ow 0 Q r LU 00 J Q revisions: vn radam: z 3 4 5 7 8 9 0 designed by: SAL drawn by:SAL GONZALEZ checked by: S.G. date: 7-4-22 shre du.: WIND BRACING sheet: 14 of 17 *16" TYPt— 16" —�16" TyP.* 2 x 4 STUDS MIN. CONTINUOUS STRUCTURAL SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10' U.N.O. NAILED WITH 8d NAILS @ 6" O.C. AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS. SECTION DETAIL 1 N.T.S. DOUBLE TOP PLATE P. 2X4 STUD 1-1/2" MIN. BLC CKING PANEL BLOCKING DETAIL SCALE: NTS SIMPSON H2.5A TIE LOCATED EVERY OTHER RAFTER NAIL INTO BOTH TOP PLATES RAFTER TO TOP PLATE DETAIL SCALE: NTS CONTINUOUS SHEATHINGACROSS TOP AND BOTTOM PLATES. SPACING AS REQUIRED FOR SEAWALL PANEL EDGES. PANEL NNECTION DETAIL AT MST & SECOND FLOORS NTS HTT5 OR STHD10 IN. 7/16" OSB SHEATHING N EXTERIOR FACE NAILED IITH 8d NAILS @ 6" O.C. T PANEL EDGES, 12" O.C. T INTERIOR SUPPORTS OR PANEL SPLICE (IF NEEDED) DJOINING PANEL EDGES SHALL IEET OVER AND BE FASTENED O COMMON FRAMING. MINIMUM REINFORCING OF FOUNDATION. ONE #4 BAR TOP AND BOTTOM OF FOOTING. REINFORCING SHALL BE LAPPED 15INCHES. MINIMUM FOOTING SIZE UNDER OPENINGS 12"x12". A TURNED -DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. REINFORCING SHALL BE AS SHOWN ABOVE. �\ SECTION DETAIL (EXTERIOR ELEVATION) L N.T.S. HTT5 OR STHDII0 VARIES 16" —tVARIES 2 x 4 STUDS 0 HTT5 OR STHD10 HOLDOWNANCHOR PICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/16" OSB STRUCTURAL WOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10'. NAILED PER 2000, 2003 , 2006, 2009 & 2012 IRC TABLE R602.3(1) AND BLOCKED AT ALL EDGES. TWO ANCHOR BOLTS OR 3" PINS AND WASHERS SET BY POWER ACTUATED TOOL SHALL BE INSTALLED AT QUARTER POINTS AS SHOWN. SECTION DETAIL (PLAN VIEW) L N.T.S. BCS2-3/6 COLUMN HEIGHT FROM 8' TO 12' REQUIRES A MINIMUM EQUIVALENT OF 4"X4" LUMBER COLUMN HEIGHT FROM 12'-1" TO 20' REQUIRES A MINIMUM EQUIVALENT OF 6"X6" LUMBER 5/8" NUT BASE PLATE ABU44 OR AB44 WASHER �I7 ABU66 OR AB66 EXISTING FOUNDATION 5/8" ANCHOR BOLT EMBEDDED 6" INTO FOUNDATION. EPDXY ALLTHREAD, WEDGE -ALL OR TIGHTEN HD STANDARD COLUMN DETAIL SCALE: NTS 0 P / 1X4 LET -IN BRACING DETAIL SCALE: NTS INSTALL CONTINUOUS 1"X4" WOOD OR APPROVED METAL STRAPPING AT MIN 45 TO MAX 60 DEGREES WITH TWO 8D NAILS AT EACH STUD, TOP AND BOTTOM PLATES. MAX STUD SPACING TO BE 16" O.C. NOTE: FOR EXTERIOR SHEAR WALL ANCHORING SEE GENERAL NOTE (5). INTERIOR: SEE GENERAL NOTE (9) OR MIN. 2 2" POV ACTUATED PINS AND @ 12" O.C. STRUCTURAL SHEATHING IS CONSIDERED ONE OF T FOLLOWING: • MIN 7/16" OSB • RED THERMO Y • BLUE THERMOPLY OF HEADER (DOUBLE PORTAL FRAME) HEADER (SINGLE PORTAL FRAME) MIN. x11.25" NET HEADER I�II� •ii�i[i] FASTEN TOP PLATE TO HEADER WITH TWO � ROWS OF 16d SINKER NAILS @ 3" O.C. TYP. MSTC28 ON INTERIOR OF WALL MIN. 7/16" OSB SHEATHING ON EXTERIOR FACE NAILED WITH 8d NAILS @ 3" O.C. MIN DBL STUDS ONE STORY: MIN WIDTH=16" FIRST OF TWO STORY: MIN WIDTH = 24" OR MIN WIDTH = 16" WITH FULL STRUCTURAL SHEATHING AT INTERIOR WALL DIRECTION OF STRENGTH AXIS 2 C9 x XLu PROVIDE SIMPSON HTT5 HOLD DOWNS WITH 5/8" ATR ANCHORS SET WITH EPDXY AND 6" MIN. EMBEDMENT OR SIMPSON STHD10 INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. �\ PORTAL FRAME (SINGLE AND DOUBLE) N.T.S. GENERAL NOTES 1. REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES AND DIMENSIONS. 2. ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHIN HALL BE NAILED IN ACCORDANCE WITH THE 2000, 2003, 2006. 20 2012 IRC TABLE R602.3(1), UNLESS OTHERWISE NOTED. 3. SEAWALL SEGMENTS SHALL BE CONTINUOUS F M THE MUDSLIDE THROUGH THE DOUBLE TOP PLATE. 4. BRACE WALLS LESS THAN 2' IN WIDTH DO OT REQUIRE BOLTS & WASHERS BETWEEN THE 2 INSTALLE OLD DOWN STRAPS (HTT5/STHD10). PROVIDE 1-ANCHO OLT C/L OR 2-3" PINS AND WASHERS (SET @ 1/3 POINTS BY A POWD ACTUATED TOOL) FOR BRACED WALLS FROM 2' TO 2'-8" OVERALL GTH. 5. MUDSILL AT ALL EXTERI WALLS SHALL BE ANCHORED TO THE FOUNDATION SLAB H 1/2" ANCHOR BOLTS EMBEDDED 7" INTO THE SLAB AND SPACED & " .C. MAX. OR SIMPSON STRONG -TIE MASA MUDSILL ANCHORS @ 0" O.C.. 6. WHERE ERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALL SIMPS STRONG -TIE H2.5 ANCHORS AT EVERY OTHER RAFTER. ANCHORS WI 445 LB. CAPACITY OR GREATER MAY BE USED AS AN ALTERNATE. 7. L INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED PER TABLE R702.3.5 OF THE 2000, 2003, 2006, 2009 & 2012 IRC. 8,Z LET -IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURAL SHEATHING (RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS16 X-BRACING. 9. ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATION USING SIMPSON TITEN HD 1/2" ANCHOR BOLTS OR APPROVED EQUAL. 9.1. INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ON CENTER, WITH MINIMUM 2-3/4" EMBEDMENT INTO FOUNDATION. 9.2. MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF BRACED WALL SECTION. NOTE: SIMPSON STHD10 NOTE: ALL SIMPSON PRODUCTS OR HTT5 CAN BE MAY BE SUBSTITUTED WITH ROTATED 90" APPROVED EQUAL TYP. PORTAL FRAME CONSTRUCTION FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING -TO - FRAMING NAILING IS REQ. IF 2x BLOCKING IS USED, THE 2x's MUST BE NAILED TOGETHER WITH (3) 16d SINKERS c0 z z z C CE LL U zu� 0 � ,0) Z r C N c�z0 O 0 oil �U) W W Z �W�// Z I.L WI U Oa yY ZV � Z W pW � J H � J O zz a pQ V H Q_ p W W Q Q 2� J Q revisions: "mbw&�: z 3 e 9 0 designed by. SAL drawn by:SAL GONZALEZ checked by: S.G. date: 7-4-22 WIND BRACING sheet: 15 of 17 1/2" GYP BATT SOFFIT - SIDING N.T.S FRAMING 2x END —JOIST ( SEE FRAMING PLAN FOR SIZE) -- BATT OR BLOWN -IN INSULATION- 2-2xTOP PLATE- - SHINGLES (SEE SPECS) — BAFFLE wl 1' MIN. AIR CHANNEL 2x4 LOOKOUT 2z4 BLOCKING FRIEZE BOARD 112' SHEATHING WALL TIES 2 12" o.c. SOFFIT - STONE 26 ga. G.I. FLASHING AT ALL VALLEYS FOR PIPES PROJECTING THRU ROOF PROVIDE GOOD ATTTI VENTILATION 15lb. FELT 2xS 24' o.c. no. 3 S.Y.P. MUST BE BRACED AT 8'3" 2x8 24'o.c.no.3S.Y.P.MUSTBEBRACEDATIB'-V NOTE: 20S 48' o c. UPPER 1 OF RAF "GYP. BOARD SEE ELEVATION AND PROVIDE FIRESTOPPING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SOFFIT DETAILS FO TYPEISIZE DESI SPACES AT THE CLG. AND FLOOR LEVELS AND AT 190ftbWG THE LENGTH OF THE WALL ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT INSULATION SIDING( SEE SPECS NQT_MORETHAN3114sa R. OF WALL AREA BUT NOT FOR TYPE - - -- _ MuRe THAN 24' o.c. HORIZONTALLY (SEC. R703.7.4). 15lb. FELT ALLFASTENERSSHALL BE CORROSION RESISTANT. AANNOHORTIESOFWIRETOBEMIN.9ga (SEC �1037.418). GLUE YW NMLG) /BLOCKING @ ALL SPANS OVER 10'-0" FACE 2x STUDS AIR SPACE 112" SHEATHING w/ FLAME SPREAD RATING OF NOT MORE THAN 75 8 SMOKE RATING OF NOT MORE THAN 450 (SECTION R318.1.1) WEEP FIRST LATE HEIGHT THROUGHOUT wl PONY WALLS ABOVE TO HEIGHTS SPECIFIED ON PLANS. (NO BALLOON FRAMING) MIN. ERIOR STUDS @ 16" o.c.) CAL AND CEILING INSULATION NOTE. FLAME SPREAD OF NOT MORE THAN 75 FOR FOAM PLASTIC INSULATION AND 25 FOR ALL INSULATION. SMOKE DENSITY NOT TO EXCEED 450 TESTED IN ACCORDANCE WITH U.B.C. STANDARD no.42-1. S N I —BOOR JOIST SEE FRAMING PI. ­—,�-' SI 1ST FLOOR FOR2STORY STUDS 16"o.c x12SHELF PRAER TN� L CRIPPLE EWER o x - o FLAT2x4SILL N ss S •y" Z�K RAFTER -CONNECTION TYPICAL TWO STORY sEcnoN CEILING JOIST N.T.S N.T.S. PROOF SHEATHING Zx4 STUDS RAISED PI 24' o.c. PO W REF. PLA G.I. VALLEY FLASHING ft�.f. 43b UNDERSIDE OF BEAM ON COLUMN OR AE TRE(SEE PLATED N) B BLACK TYP. BRICK PORCH COLUMN N.T.S. STUD WALL FRAMING ,l'J EXTERIOR SHEATHING - J J BUILDING PAPER _ _ J J METAL LATH _ - MORTAR SCRATCH OOAT - MORTARJOINTS CULTURED STONE - — CULTURE ONE SYSTEM S.Y.P. SOUTHERN HDBLDOUBLE BEAM YELLOW PINE BEAM o.c. ON C HEADER SCHEDULE SPAN SIZE 4'-0'T04'-11" 2-26's 5WTO6-6' 2-2x8'S 6'-7'TO8'-3' 2-2x10's 64" TO 10-l' 2 - 2xl2's 10'-2" TO 13'-0' 2 - 2x12's w/ NOTE: PLYWOOD GUSSET ALL HEADERS AT FIRST FLOOR OF TWO STORY HOUSE TO}ERWISE s WHEN THERE IS A FLOOR ABOVE UNLESS DBL. TOP PLA INT. RAISED PLATE DTL. O.H. GARAGE HEADER NT.& ARCH TOP OPENING N.T.S. STEEL LINTEL SCHEDULE PURLIN SPACING NOTE: SPAN SIZE 1. LINTEL STEEL SHALL BE 4'4YORLESS 3112'x3112'x3116' PER ASTMA36 LONGEST UNBRACED RAFTER SPAN 541 Vx3lrZx3llS' 2.LINTELS SHALL BEAR 6' MEASURED ALONG THE HORIZONTAL 8'4Y 5" x 31I? x Ylr MIN. IN MASONRY AT EACH PROJECTION @ 24" o.c.: 101-V 6"x3112"x318" END. 3. LINTELS SHALL BE M3 YPKD: #2 YPKD: ALL LINTELS TO BE LONG LEG COATED IN ACCORDANCE 298.8'4i 24's-10'-11" VERTICAL (LLV) U.N.O. WI LOCAL BLDG. CODE 2x8's -10'4T 2x8's-14'-1" REQUIREMENTS FOR CORROSION RESISTANCE AIR SPACE("MIN. SECON6. LOOR DOUBLE STUDS (tD OPENINGS UNDER 6'-0" STUDS 16'o.c. FIRST F OR LL BATT INSULATION ACT�II A(�J) INT. CORNER FRAMING DTL. INT. CORNER FRAMING DTL. 2x MEMBE _ _ 21�c'ss 4 1/2" PLYWOO �125 6 NAILS NOTE: GUSSET (NAIL ON BOTH SIDES) E IN CRIU TEN PATTERN TO ALIL MATING SURFACES. OVERLAP TOP B PLATESTOTIE J STUDS TOGETHER =6�7 HENGER AS SPEC. PLATES TOOIE STUDS TOGETHER ��qq NOTCH TIN FLUSH (STUDS 95EE PIAN5 SHEPLYW� CLG. JOIST NF3� HEPLYW TRIM BD� PLANT LEDGE Tb p T WALK t�,URB 4'-0" MIN. 4' MIN. DE r 114TO 12SLOPE PE ACROSS WALK 6MCON IN NOTE: SEE SUBDIVISION REQUIREMENTS FOR CONC. JOINT & APPROACH REQ'S. N.T.S. APPROACH MATERIBE ALISSPACING) LD z z Q O m U O� OHO Q��70 70 r Cu COD z c� r Wp O CU WQ W� z C4 ZQ OY NU ZO ZOf Ww C VJ �J r Z O z IL pQ V pw Q Q LO r Q � J Q revieions: nmbx s ma: 3 s s odesigned by. SAL drswn by:SAL GONZALEZ checked by: S.G. date: 7-4-22 aneenBe: WIND BRACING sheet: 16 of 17 CEILING HEIGHT VARIES PER PLAN NOTE: ADDITIONAL ROD IN 10' HIGH OR HIGHER CEILINGS SET 0 120" AFF SHELF DEPTH NOTED SHELVING ON FLOOR PLAN 2R2S 1x4 CLEAT IRIS G SHELVING REMOVE SHELF @ 2R1S s 1.1 CLEAT SHELVING CLO RODS &SHELVES CLOSET SHED = I'-0* (NOTE 1/2' SCALE ON 2204 PAPER SHOEBOX OR LINEN CEILING HEIGHT VARIES PER PLAN 1 SHELF 12" DI 4 SHELVES 16" DEEP 9 TAPE PER SPEC'S O TO COVERS WINDOW \ FLANGES WINDOW PER PLANS OTAPE PER To COVERSWINDOWIII FLANGES \ WRB SHEATHING AS SPEC 2-2X HEADERS SEE PLANS FOR SIZING WALL CRIPPLE FOR SUPPORT STUD WALL (TYP.) O TAPE PER SPEC'S TO COVERS WIN LANGES WINDOW FLANGE W/ CONTINUOUS BEAD OF ACRYLIC CAULK BEHIND FLANGE O Z-FLASING ABV. 1X4 TRIM — ® IX4 TRIM ABV. TAPE - WIND SILL (TYP.) WINDOW FLANGE OVER TAPE WINDOW PER PLANS TAPE PER SPEC'S TO BE PLACED OBEFORE WINDOW IS INSTALLED MOISTURE BARRIER PER SPEC'S O O TAPE PER SPEC'S PLACED OVER 6 WINDOW FLANGE ' LIN F ROUGH DOW OPENING LINE OF WINDOW FLANGE TAPE PER SPEC'S 2 12 O To COVER WINDOW FLANGES OZIP TAPE BE PLACED SEEBEFORE WINDOW IS INSTALLED I I I � I a g d II, I < I I j 2X6 FLAT BLOCKING 2X6 FLAT j BLOCKING I I 2X6 FLAT j BLOCKING I I STUD WALL TOWEL'W PAPER HOLDER TOWEL RING ' KfTCHEN CABINETS TYPICAL PANTRY AND LINEN SHELVING CENTERLINE OF 2x6 BLOCKING CENTERLINE OF 2x6 BLOCKING CENTERLINE OF 2x6 BLOCKING CENTERLINE OF 2x6 BLOCKING ® 52" HGT FOR TOWEL BARS. @ P4^ HGT. FOR PAPER HOLDERS @ 56" HGT. FOR TOWEL RING @ 36",54' & 84' HGT. FOR CABINETS SCALE I/4° = I'-O' (NOTE: 1/2' SCALE ON 2204 PAPER) BLOCHNG DETAIL ® SCALE 1/4' = 1'-0° (NOTE 1/2' SCALE ON 22.34 PAPER) LOOR LINE OTAPE PER SPEC'S TO COVERS WINDOW FLANGES TAPE PER SPEC'S TO BE PLACED OBEFORE WINDOW IS BEFORE WRB SHEATHING AS SPEC r TAPE ABV. 1 'Z' FLASHING. OF ACRYLIC CAULK BEHIND FLANGE WINDOW FLANGE OVER TAPE — WALL CRIPPLE- / --WINDOW SILL z z z E Q O � U z LO Q L? wZ rr- 0c ca V �-- r c� z N UJ O inior W Q UZ Z I.LLL /r //� V/ Oa yY ZV Z0 W a J � H T r J T O z a pQ V Ha ow Q� o U) L0 r a J Q revisions: mmbw a daW. z 3 4 J 0 designed by: SAL drawn by:SAL GONZALEZ :-ked by: S.G. date: 7-4-22 NAND BRACING sheet: 17 of 17