ITEM05 C15-2024-0025 ADV PACKET APPEAL1 PART5 — original pdf

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12” Mulch Sock Site Specific Project Notes: 5’ Chain Link Fence Per COA regulations Full CRZ 20” Cedar Elm 1 0' - 0 " 5' - 0" 20' - 0" New Grass Area New Grass Area Stainless Steel Collection Bin 1. 2. Due to the IC limitations of this property the entire project is being constructed over existing impervious coverage. The new pool is being constructed to ensure that it does not replace any existing pool water area with new IC or pool coping. Slope Map + Analysis Symbol Slope Area IC Allowance IC Allowed Actual IC White 0-15% 37,424.5 7,484.9 12,751.96 Light Gray 15-25% 4,107.0 Dark Gray 25-35% 977.0 Black 35%+ 1046.0 20% 20% 10% 0 821.4 97.7 0 870 0 24 Totals 8,404 P U E 5 ' - 0 " S e t b a c k 2 0 ' - 0 " 5' - 0" PUE 20” Cedar Elm 5' - 0 " 10' - 0" Lower Paver Patio " 0 ' - 0 2 Existing Pool Existing Conc. Patio 26” Live Oak 13' - 0" 6' - 6" r e v a P r e w o L o i t a P Wood Deck with Cabana Below (conc. Slab) IC Schedule Area Name Existing IC Proposed IC Driveway Rock Wall 7,002 393 7,002 403.5 House Slab 4,615.5 4,615.5 Conc. Patio 2,079 Pool Coping Cabana Slab Walkway 86 244 259 533 73 741 259 Total IC 14,678.5 13,647 5' - 0" PUE Tree Legend 1) - 20” Cedar Elm 2) - 26” Live Oak 3) - 19” Two Trunk Live Oak 10' - 0" Setback Existing House y a w k l a W g n i t s i x E Conc. Wall Conc. Wall Existing Driveway Conc. Wall Conc. Wall Building Information Area Name Existing Proposed 1st Floor Conditioned 2nd Floor Conditioned Covered Parking Covered Patio Cabana 3,321 1,909 532 640.5 244 3,321 1,909 532 1,381.5 741 6 ' - 0 " 2 10' - 0" Setback Two Trunk Live Oak - 19" Electrical Meter 4' - 9 " 6 " - 9 ' " 0 - ' 9 1 Mulch the Full CRZ Area not in the existing pool deck 1 3 ' - 0 " 6 ' - 6 " 26' - 0" Negative Edge Pool Water Existing Pool Coping Existing Pool Water Conc. Patio Building Slab Covered Patio DN 26” Live Oak 5’ Chain Link Fence Per COA regulations Full CRZ Existing Single Family Home Material storage Mulch the Full CRZ Area not in the existing pool deck Two Trunk Live Oak - 19" 5’ Chain Link Fence Per COA regulations y a w k l a W g n i t s i x E 9 ' - 6 " 19' - 0" 4 ' - 9 " Work Access Route Dumpster + Chemical Toilet + Washout Area Existing Driveway Existing Driveway Conc. Wall Conc. Wall Underground Service Line Conc. Wall Power Pole Setback 25’ Conc. Wall 1 Site - Existing 1" = 20'-0" 12' - 0" Existing ROW Width Water Meter Location 5 ' P U - 0 E " Underground Service Line Power Pole l o t s o n n e i g h b o r a r e a w ill b e r e e s t e d s i z e T h i s u n k n o w n s i z e . a n d m u l c h e d P r o t e c f e n c e d o f o f f t Water Meter Location 2 Site - Proposed 1" = 20'-0" 3 Site - Slope Map 1" = 20'-0" Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS I N O T A M R O F N I T C E J O R P DRAWING TITLE: Site Plan 22" X 34" SCALE: 1" = 20'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: 5/27/2023 7:09:02 PM B-003 ITEM05/125-APPEAL1Door Schedule - 1st FLOOR Level Mark Type Family RO Size 1st Floor Slab 15 12/0 x 8/0 Door-MultiGlide-Andersen-Tradi tional_Clad-Interior_Stacking Phase Created Project Completion 18' - 0" 25' - 11 1/4" 12' - 2" 22' - 10" 2"/12" AWNING SLOPED CLNG. STARTS @ 10'-0" COVERED TERRACE VARIES SHED CLNG. 707 SF SLOPED CLNG. STARTS @ 10'-0" 15 2' - 1 1/2" D O O W " 8 4 I G N N R U B E C A L P E R F I D O O W E R F I E G A R O T S SINK +36 GRILL +36 " 0 - ' 2 3 / " 2 1 2 - ' 5 / " 2 1 0 - ' 6 " 0 - ' 4 " 9 - ' 3 1 " 0 - ' 3 7' - 4 1/2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DN 1 1st Floor Slab 1/4" = 1'-0" Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS DRAWING TITLE: Covered Patio Plan I N O T A M R O F N I T C E J O R P 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: 5/27/2023 7:09:04 PM B-101 ITEM05/126-APPEAL1Level Mark Type Family RO Size Phase Created Level Type Mark Width Height Door Schedule - POOL HOUSE Window Schedule - POOL HOUSE Poolhouse Slab Double 2/8 x 8/0 Pocket Door Door Pocket Slider 1+1 Flat Project Completion Poolhouse Slab Poolhouse Slab Poolhouse Slab 2/8 x 6/8 3/0 x 8/0 12/0 x 8/0 2 4 5 6 Solid Single-Flush Single-Flush Glass Slidding Doors Project Completion Project Completion Project Completion Poolhouse Slab Poolhouse Slab 30 30 6' - 0" 6' - 0" 8' - 0" 8' - 0" 18' - 0 3/64" 25' - 11 1/4" 12' - 2" 22' - 10" 22' - 10" 30 30 " 1 1 - ' 0 " 1 1 - ' 0 " 1 1 - ' 0 POOL 6 UP Pool House 9'-0" FLAT CLNG. 707 SF " 8 / 5 1 1 - ' 8 1 " 0 - ' 3 " 8 / 5 9 - ' 7 7' - 11 5/8" 10' - 0" 7' - 11 5/8" " 5 - ' 1 3 5 4 2 K N S I 514 BATHROOM WC 9'-0" FLAT CLNG. Office 1 Poolhouse Slab 1/4" = 1'-0" 4' - 8" 6' - 0" 12' - 2" 5/27/2023 7:09:05 PM Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS DRAWING TITLE: Cabana + Pooldeck I N O T A M R O F N I T C E J O R P 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: B-102 ITEM05/127-APPEAL1NEW SHED ROOF TO CONNECT TO EX. 1/2"/12" ROOF SLOPE 10' - 0" PLT. HT. " 0 - ' 0 1 " 0 - ' 2 " 0 - ' 9 1ST FLR. SLAB EXTERIOR FINISH TO MATCH EXISITNG 1 ELEVATION 01 1/4" = 1'-0" Metal Roof EXISTING ROOF RAILING TO MATCH EXISTING 10' - 0" PLT. HT. " 6 - ' 0 1 " 6 - ' 1 " 0 - ' 9 -0' - 6" 1st FLR SLAB Stucco Siding -11' - 0" EXTERIOR FINISH TO MATCH EXT./ HOME 3 ELEVATION 02 1/4" = 1'-0" Steel Frame Windows Floating Concrete Steps PLANTER RAILING TO MATCH EXISTING Metal Railing EXTERIOR FINISH TO MATCH EXT./ HOME " 8 / 5 7 - ' 7 " 2 / 1 9 - ' 2 POOL RETAINING WALL AND FLR. SYSTEM REF. STRUCTURAL EXISTING POSSIBLE UNDER STAIR STORAGE EXISTING 10' - 0" PLT. HT. -0' - 6" 1st FLR. SLAB " 6 - ' 0 1 " 6 - ' 1 " 0 - ' 9 RETAINING WALL AND FLR. SYSTEM REF. STRUCTURAL POOL SLAB -11' - 0" 2 ELEVATION 03 1/4" = 1'-0" EXISTING ROOF Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS I N O T A M R O F N I T C E J O R P DRAWING TITLE: Elevations 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: 5/27/2023 7:09:09 PM B-200 ITEM05/128-APPEAL11' - 0" / " 4 3 8 - ' 2 2"/12" SLOPE " 4 / 3 8 - ' 2 4 4 MTL. ROOF TO MATCH EXISTING HOME ROOF VAL LEY EXISTING ROOF " 0 - ' 0 1 . T H . T L P H C T A M O T T F F O S I . T X E Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS I N O T A M R O F N I T C E J O R P DRAWING TITLE: Roof Plan 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: 5/27/2023 7:09:11 PM B-401 EXISTING ROOF 1 ROOF PLAN 1/4" = 1'-0" ITEM05/129-APPEAL1GFCI GFCI GFCI I C F G VENT 2 Poolhouse Electrical 1/4" = 1'-0" CEILING FAN W/ LIGHT AND REMOTE CEILING FAN W/ LIGHT AND REMOTE 1 1st Floor Slab Electrical 1/4" = 1'-0" PLACE SWITCH w/ EXISTING Electrical Schedule Outlet FR:Fridge GD: Garbage Disposal DW:Dish Washer CT:Cooktop RG:Range Hood SD Smoke/CO Detector Switch G GFCI Outlet Duplex Outlet Single Outlet Pendant Light Pendant Light Garage Door Opener O D G Garage Door Switch 4" Recessed Light Wall Sconce Sconce Vent Bath Fan Ceiling Fan Service Panel Sub-Panel Note: 1) Contractor to verify wth owner all final electrical locations and switch diagrams. 2) Contractor to verify locations of three and four way switches. SMOKE AND CARBON MONOXIDE ALARMS - Smoke and Carbon Monoxide alarms throughout the dwelling need to be up to compliance. This applies to alterations, repairs & additions as well as new construction per 2021 IRC R314.2.2. and IRC R315.2.2. a. Smoke Alarms: Smoke Alarms must be hard wired, interconnected, battery backup, at each sleeping room and immediate common area outside of sleeping rooms, and located at not less than 3 ft. from a door to a bathroom with tub or shower except when this requirement will prevent the installation of a smoke alarm in a required location, AND if applicable, on each additional story including basements and habitable attics. Per 2021 IRC R314 b. Carbon Monoxide Alarms: Carbon Monoxide Alarm must be hard wired with battery backup, installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel- fired appliances are installed and/or have an attached garage. Per 2021 IRC R315 Certification # 44-752 Office: 512-76-UBSTX (8-2789) Email: jon@ubstx.com WWW.UBSTX.COM The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. l o o P + n o i t i d d A a n a b a C X T n i t s u A , e v o C l l i H e g d i r B 8 0 7 6 y a M y t s i r h C CONSTRUCTION DOCUMENTS I N O T A M R O F N I T C E J O R P DRAWING TITLE: Electrical 22" X 34" SCALE: As indicated 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAW N BY: Author SHEET NUMBER: 5/27/2023 7:09:12 PM E101 ITEM05/130-APPEAL1GENERAL REQUIREMENTS 1. DRAWINGS ARE GENERALLY DRAWN TO SCALE (UNLESS NOTED BY “NTS”) DO NOT SCALE DIMENSIONS FROM DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR INSUFFICIENT OR UNCLEAR DIMENSIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 2. NEW CONSTRUCTION TO COMPLY WITH THE 2021 IRC. 3. CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION AND REPORT ANY DISCREPENCIES WITH THE ARCHITECT IMMEDIATELY. CONTRACTOR RESPONSIBILITIES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF LOCATIONS OF NEW CONSTRUCTION AND CONDITION OF EXISTING CONSTRUCTION. 2. CONTRACTOR TO VERIFY SUPPORT IN FOUNDATION OR FLOOR SYSTEMS FOR POSTS AND TRIMMERS AS NEEDED. 3. CONTRACTOR TO PROVIDE SOLID BLOCKING IN FLOOR SYSTEMS AS 4. NEEDED. MECHANICAL EQUIPMENT LOADS ARE NOT INCLUDED IN THE ABOVE LOADS. MAJOR MECHANICAL EQUIPMENT LOADS ARE SHOWN ON FRAMING PLANS. ANY DEVIATIONS IN WEIGHT OF EQUIPMENT IN EXCESS OF 10% OF THE WEIGHTS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND INSTALLATIONS HALTED UNTIL STRUCTURAL ADEQUACY. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SPECIAL SUPPORTS INCLUDING ANGLES, CHANNELS AND/OR OTHER MISCELLANEOUS STRUCTURAL ITEMS REQUIRED TO INSTALL MAJOR EQUIPMENT. 5. CONTRACTOR RESPONSIBILITIES INCLUDE: DRAWINGS REVIEW, CONFIRM DIMENSIONS WITH JOB SITE CONDITIONS; INFORMATION THAT PERTAINS TO FABRICATION PROCESSES, MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK; COORDINATION OF THE WORK WITH THAT OF OTHER TRADES; AND, SATISFACTORY PERFORMANCE OF THE WORK. SITE PREPARATION AND EARTHWORK 1. ALL TOPSOIL (SOIL WITH HIGH ORGANIC CONTENT), TREE ROOTS, VEGETATION, WET SOILS, AND ANY SOFT OR LOOSE SOILS MUST BE REMOVED FROM BENEATH THE PROPOSED BUILDING. 2. SELECT FILL THAT IS IMPORTED TO THE SITE SHOULD BE CLASSIFIED ACCORDING TO THE USCS AS SM, SC, GM OR GC, AND SHOULD MEET THE FOLLOWING CRITERIA: PERCENT PASSING SIEVE No 4 No. 40 No. 200 50% TO 80% (20% TO 50% GRAVEL) 20% TO 50% 4 TO 20 MAX. SIZE OF GRAVEL OR ROCK FRAGMENTS 3” INCHES 3. ALL FILL UTILIZED UNDER FOUNDATION AND PAVEMENTS MUST BE PLACED IN HORIZONTAL LIFTS NOT TO EXCEED 8 IN. EACH LIFT. SELECT AND GENERAL FILL SHOULD BE MOISTURE TREATED AND COMPACTED TO ACHIEVE A MINIMUM RELATIVE COMPACTION OF 95% BASED ON THE MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY THE STANDARD PROCTOR METHOD (ASTM D 698). MOISTURE CONTENTS SHOULD BE WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AT THE TIME OF COMPACTION. 4. FILL MATERIALS SHOULD NOT BE PLACED ON SOILS THAT HAVE BEEN RECENTLY SUBJECTED TO PRECIPITATION. WET SOILS SHOULD BE REMOVED OR ALLOWED TO DRY BEFORE PLACEMENT OF FILL. 5. FINISHED GRADE AROUND STRUCTURE SHOULD BE SLOPED AWAY TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. MINIMUM SLOPE OF 12 IN. OVER 10 FT. FROM THE BUILDING SHOULD BE MAINTAINED. WATER SHOULD NOT BE ALLOWED TO POND OR COLLECT ADJACENT TO BUILDING. 6. LARGE TREES SHOULD NOT BE PLANTED OR ALLOWED TO REMAIN IN CLOSE PROXIMITY TO FOUNDATION. MAINTAIN A MINIMUM DISTANCE OF 1/2 THE MATURE TREE HEIGHT FROM FOUNDATION. CONCRETE SPECIFICATIONS 1. CONCRETE FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347. 2. CONCRETE MATERIALS AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 318, EXCEPT AS NOTED. 3. CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 318 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 4. CONCRETE SLUMP SHALL NOT EXCEED 5 INCHES AT POINT OF PLACEMENT. 5. PROVIDE 10 MIL POLY VAPOR BARRIER BENEATH ALL STRUCTURAL SLABS AND BEAMS UNLESS OTHERWISE NOTED. JOINTS IN VAPOR BARRIER SHALL BE OVERLAPPED 24 INCHES AND TAPED. STEEL REINFORCEMENT 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, EXCEPT #3 TIES AND STIRRUPS MAY BE GRADE 40. 2. DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACES IN ACCORDANCE WITH ACI 315. 3. CONCRETE COVER REQUIRED FOR ALL PRINCIPAL REINFORCING PERMANENTLY CAST AGAINST EARTH MINIMUM OF 3 INCHES. ALL OTHER REINFORCING STEEL REQUIRES MINIMUM COVER OF 2 INCHES. 4. ALL BAR LAPS AND SPLICES IN BEAMS, SLABS AND WALLS SHALL BE 40 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. 5. PROVIDE CORNER BARS FOR EACH BAR OF INTERSECTING BEAMS. CORNER BARS SHALL BE THE SAME SIZE AS THE LARGER BAR AT THE INTERSECTION AND SHALL EXTEND EACH SIDE OF THE CORNER BY A MINIMUM OF 24 INCHES. 6. ALL REINFORCEMENT SHALL BE ASTM A-615-60. ALL BARS SHALL BE DEFORMED AS ASTM A-305. ALL BENDS SHALL BE MADE IN COLD. 7. ALL BARS SHALL BE FREE OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. 8. ALL REINFORCED BARS SHALL BE ACCURATELY AND SECURELY PLACED AND TIED BEFORE POURING CONCRETE. FOUNDATIONS VEGETATION AND ALL LOOSE OR ORGANIC MATERIAL SHALL BE STRIPPED AND REMOVED FROM THE SITE. SUBSEQUENT TO STRIPPING OPERATIONS, THE SUBGRADE SHALL BE PROOF-ROLLED TO IDENTIFY SOFT ZONES. ANY SOFT ZONES DETECTED SHALL BE REMOVED TO A FIRM SUBGRADE SOILS AND REPLACED WITH COMPACTED SUITABLE SOILS TO REACH SUBGRADE LEVEL. UPON THE ACCEPTANCE OF PROOF-ROLLING OPERATIONS, THE SUBGRADE SHALL BE SCARIFIED TO A MIN DEPTH OF 8", MOISTURE CONDITIONED AND COMPACTED TO A 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 WITHIN 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT. THE EXPOSED SUBGRADE SHALL NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL. SELECT FILL MATERIAL USED AT THIS SITE SHALL BE CLAYEY SAND (SC), LEAN CLAY WITH GRAVEL (CL). OR CLAYEY GRAVEL (GC), WITH A MAX LIQUID LIMIT OF 35 PERCENT AND PLASTICITY INDEX (PI) BETWEEN 5 AND 20. THE FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAX DRY DENSITY AS DETERMINED BY ASTM D 698, WITHIN +/- 2 PERCENT OF OPTIMUM MOISTURE CONTENT. CONTRACTOR SHALL BRACE ALL FOUNDATION WALLS PRIOR TO INSTALLATION OF FLOOR FRAMING. 11. POST INSTALLED ANCHORS SHALL ONLY BE SED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OR RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOIDS CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTION. 12. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD ALONG WITH THE CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGNS PROCEDURE AND STANDARD AS REQUIRED BY THE BUILDING CODE. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE EVALUATION REPORT. DIMENSIONAL LUMBER 1. DIMENSIONAL LUMBER FOR CEILING JOISTS, BEAMS, RAFTERS OR EXTERIOR LOAD BEARING STUDS SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER, 19% KD. DESIGN VALUES ARE AS FOLLOWS: 2X4'S FB =1500/1725 PSI FOR SINGLE/REPETITIVE USE, AND FV = 90 PSI 2X6'S FB =1250/1440 PSI FOR SINGLE/REPETITIVE USE, AND FV = 90 PSI 2X8'S FB =1200/1380 PSI FOR SINGLE/REPETITIVE USE, AND FV = 90 PSI 2X10'S FB =1050/1200 PSI FOR SINGLE/REPETITIVE USE, AND FV = 90 PSI 2X12'S FB =975/1120 PSI FOR SINGLE/REPETITIVE USE, AND FV = 90 PSI ALL LUMBER SHALL BE STAMPED WITH GRADE MARK OF AN APPROVED 2. TESTING AGENCY. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER 3. SHALL BE TREATED LUMBER. 4. HEADER & BEAM SUPPORT: MINIMUM DOUBLE VERTICAL STUDS FOR SPANS LESS THAN 8'-0”. TRIPLE STUDS FOR SPANS LARGER THAN 8'-0” CLEAR UNLESS NOTED OTHERWISE. ALL HEADERS TO BE A MINIMUM OF (2) 2X6 UNLESS NOTED OTHERWISE. BUILDER IS TO ENSURE THAT ALL LOADS BE TRANSFERRED DOWN TO THE FOUNDATION BY PROVIDING BLOCKING OR OTHER SUPPORT. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED WITH SIMPSON BEAM 5. OR JOIST HANGER, SIZED TO SUPPORT THE DEAD AND LIVE LOADS AS DEFINED BY THE GOVERNING CODE. DEFLECTION DUE TO LIVE LOAD SHALL BE LIMITED TO L/360 AND 6. DEFLECTION DUE TO LIVE LOAD + DEAD LOAD + CREEP SHALL BE LIMITED TO L/240. STRUCTURAL STEEL 7. ALL MEMBERS SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE. 1. ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL CONFORM TO THE ASTM SPECIFICATION A992 (Fy = 50 KSI) UNLESS OTHERWISE SHOWN OR NOTED. 2. ALL STRUCTURAL STEEL PLATES, CHANNELS ABD ANGLES SHALL CONFORM TO ASTM A36 (Fy = 36 KSI) 3. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST SPECIFICATION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 4. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED OR SHOWN. FURNISH HARDENED WASHERS AT ALL BOLTED CONNECTIONS, INCLUDING ANCHOR BOLTS. 5. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR VERIFICATION OF ALL BOLTS, BLOCKING ANCHORS ETC. FOR THE ANCHORAGE OF SPECIFIC ITEMS 6. ALL BEAMS AND COLUMNS SHALL BE FULL LENGTH WITHOUT SPLICES UNLESS OTHERWISE INDICATED IN PLANS 7. ALL SHOPS AND FILED WELDS SHALL BE MADE BY WELDERS WHO HAD BEEN QUALIFIED AND CERTIFIED TO MAKE THE REQUIRED WELDS IN ACCORDANCE WITH THE LATEST AMERICAN WELDING SOCIETY (AWS) STANDARDS AWS D1.1 ELECTRODES WITH PRODUCE A MINIMUM 70 KSI TENSILE STRENGTH WELD SHALL BE USED. 8. ERECTION CONNECTORS SHALL BE PROVIDED IN ORDER TO PROPERLY ALIGN STRUCTURAL STEEL MEMBERS SO THAT THEY ARE TRUE AND PLUMB WHEN WELDS ARE MADE. 9. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL STEEL AND SUBMITTED FOR REVIEW BY THE ENGINEER. ENGINEER'S REVIEW WILL COVER MEMBER SIZES, STRENGTH OF CONNECTIONS AND GENERAL ARRANGEMENTS BUT NOT DIMENSIONS OR QUANTITIES. ENGINEERING DRAWINGS SHALL NOT BE REPRODUCED AND USED AS SHOP DRAWINGS WILL BE REJECTED AD SUBMITTAL WILL BE REQUIRED. 10. SHOP DRAWINGS SHALL BE PREPARED FOR ALL MISCELLANEOUS STEEL ITEMS INCLUDING STAIRS AND HANDRAILS FOR REVIEW BY THE ARCHITECT AND ENGINEER. CALCULATIONS SHALL BE SUBMITTED SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS. 8. ROOF FRAMING LAYOUT IS PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 9. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE, THIS BRACING SHALL REMAIN UNTIL SPECIFIED SHEATHING IS INSTALLED. MASONRY NOTES 10. STRUCTURAL PANEL ROOF DECK SHALL BE 15/32” APA-RATED PLYWOOD SHEATHING OR 7/16” O.S.B OR BETTER FOR 24” O.C. RAFTER SPACING OR LESS. ALL SHEATHING SHALL USE EXTERIOR GLUE. NAIL DECK TO SUPPORTS W/ 8D NAILS @ 6” OC AT PANEL EDGES AND AT 12” O.C. IN THE FIELD OR W/ 16 GA. 1-/2” LONG STAPLES W/ MIN 7/16” CROWN @ 4” O.C. AT PANEL EDGES AND AT 8” O.C. IN THE FIELD ALONG INTERMEDIATE FRAMING MEMBERS. 11. EXTERIOR SHEATHING ON SHEAR WALLS SHALL BE A MINIMUM OF 15/32” THICK C-D PLYWOOD OR 7/16” OSB UNLESS NOTED OTHERWISE. NAIL SHEATHING TO VERTICAL STUDS WITH 8D NAILS, REFER TO SCHEDULE FOR SPACING. 12. WOOD CONNECTORS SHALL BE SIMPSON OR BETTER. 13. SILL ON CONCRETE SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED SOUTHERN PINE OR FIR, ANCHORED WITH ½ INCH DIAMETER ANCHOR BOLTS MIN. 7” INTO CONCRETE AT 72 INCHES O.C. UNLESS NOTED OTHERWISE. MINIMUM OF 2 ANCHORS OR FASTENERS PER PIECE WITH ONE ANCHOR OR FASTENER WITHIN 12 INCHES OF EACH END. 14. PROVIDE STANDARD WASHERS FOR MACHINE BOLTS [AND LAG SCREWS WITH HEADS OR NUTS BEARING ON WOOD, UNLESS NOTED OTHERWISE. 15. MINIMUM NAILING SCHEDULE - ALL FRAMING MEMBERS SHALL BE CONNECTED TOGETHER WITH NAILS LISTED IN THIS SCHEDULE UNLESS A GREATER NUMBER OR SIZE IS INDICATED ON DRAWINGS. ALL NAILS SHALL BE A COMMON WIRE AND STANDARD LENGTH EXCEPT AS OTHERWISE NOTED: 12. WOOD CONNECTORS SHALL BE SIMPSON OR BETTER. SILL ON CONCRETE SHALL BE FOUNDATION GRADE REDWOOD OR 13. PRESSURE TREATED SOUTHERN PINE OR FIR, ANCHORED WITH ½ INCH DIAMETER ANCHOR BOLTS MIN. 7” INTO CONCRETE AT 72 INCHES O.C. UNLESS NOTED OTHERWISE. MINIMUM OF 2 ANCHORS OR FASTENERS PER PIECE WITH ONE ANCHOR OR FASTENER WITHIN 12 INCHES OF EACH END. PROVIDE STANDARD WASHERS FOR MACHINE BOLTS [AND LAG SCREWS 14. WITH HEADS OR NUTS BEARING ON WOOD, UNLESS NOTED OTHERWISE. MINIMUM NAILING SCHEDULE - ALL FRAMING MEMBERS SHALL BE 15. CONNECTED TOGETHER WITH NAILS LISTED IN THIS SCHEDULE UNLESS A GREATER NUMBER OR SIZE IS INDICATED ON DRAWINGS. ALL NAILS SHALL BE A COMMON WIRE AND STANDARD LENGTH EXCEPT AS OTHERWISE NOTED: ELEMENTS FASTENERS JOIST OR RAFTERS TO ALL BEARING 2-8D TOENAILS EACH SIDE STUDS TO BEARING 4-8D TOENAILS EACH SIDE OR 2-16D END NAILS BLOCKING JOISTS OVER TOP PLATE 2-8D TOENAILS EACH SIDE HERRINGBONE AND STUD BLOCKING 2-8D NAILS EACH END MULTIPLE STUDS AND BUILT-UP BEAMS 2X CEILING STRIPPING (FURRING) BLOCKING RAFTERS OVER TOP PLATE 10D TOENAILS @ 6” 0.C. DOUBLE TOP PLATES: LOWER PLATE TO TOP STUD UPPER PLATE TO LOWER PLATE SHEATHING 2-16D NAILS 16D @ 6” O.C. (MINIMUM 8'-0”) @ SPLICES 8D @ 6” O.C. EDGES, 8D @ 12” O.C. FIELD 16D TOP & BOTTOM @ 12” O.C. MAXIMUM 2-16D TO EACH BEARING ENGINEERED LUMBER 1. PROPERTIES: TYPE ENGINEERED LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN GLUED LAMINATED TIMBER LAMINATED VENEER LUMBER PARALLEL STRAND LUMBER Fb(psi) 2400 2600 2900 Fv(psi) 200 285 290 E(psi) 1,800,000 1,900,000 2,000,000 QUALITY ASSURANCE: MATERIAL, MANUFACTURE AND QUALITY CONTROL PROVIDE SIZES AND SHAPES SHOWN ON PLANS. FINAL DESIGN SIZES ARE 2. SHALL BE IN CONFORMITY WITH AMERICAN NATIONAL STANDARD ANSI/AITC A190.1 (LATEST EDITION). 3. SUBJECT TO THE MANUFACTURER. MANUFACTURER TO PROVIDE DESIGN CALCULATIONS AND TO DESIGN LAMINATED TIMBER MEMBERS IN ACCORDANCE WITH APPLICABLE PROVISIONS OF AITC 117, “STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES”. 4. GLUED LAMINATED MANUFACTURER TO DESIGN AND FURNISH STEEL CONNECTIONS TO JOIN LAMINATED TO LAMINATED, AND LAMINATED TO SUPPORT EXCLUSIVE OF ITEMS EMBEDDED IN CONCRETE OR WELDED TO STRUCTURAL STEEL OR CONNECTED TO STUD WALLS. 5. EXPOSED MEMBERS SHALL BE AITC ARCHITECTURAL APPEARANCE GRADE. MEMBERS NOT EXPOSED CAN BE INDUSTRIAL GRADE. ARCHITECTURAL APPEARANCE GRADE BEAMS SHALL BE FINISHED WITH A FACTORY APPLIED PENETRATING SEALER AND INDIVIDUALLY WRAPPED. DO NOT REMOVE WRAPPING ON INDIVIDUALLY WRAPPED MEMBERS UNTIL IT WILL NO USEFUL PURPOSE INCLUDING PROTECTION FROM THE WEATHER, SOILING AND DAMAGE FROM WORK OF OTHER TRADES. 6. RECOMMENDATIONS BUILT-UP MEMBERS SHALL BE CONNECTED PER MANUFACTURERS PROVIDE TROUGH BLOCK BEAM COURSES IN CONCRETE BLOCK WALLS AT ALL MASONRY WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 1. 530/ASCE 5 (LATEST EDITION) AND ACI 530.1/ASCE 6 (LATEST EDITION) 2. DOOR HEADS, WINDOW HEADS AND ABOVE ALL MECHANICAL OPENINGS OVER 32" PROVIDE KNOCK OUT BOND BEAM COURSES AT TOP COURSES AT BOTTOM COURSES, BELOW WINDOWS AND AT EVERY 6TH COURSE. BEAM COURSES ABOVE DOOR, WINDOW AND MECHANICAL OPENINGS SHALL BE 16" DEEP AND EXTEND A MINIMUM OF 24" EITHER SIDE OF THE OPENINGS AND SHALL BE REINFORCED WITH (2) #4. 3. CELL ON EACH SIDE OF THE OPENING WITH A #5 BAR UNLESS NOTED AT ALL OPENINGS IN CONCRETE BLOCK WALLS REINFORCE ONE VERTICAL VERTICAL CELLS OF CONCRETE BLOCK WALLS SHALL BE REINFORCED WITH 4. #5 BARS AT 8" O.C. UNLESS NOTED OTHERWISE. 5. DOWELS SHALL EXTEND FROM THE FOUNDATION INTO THE CONCRETE MASONRY WALLS AT ALL LOCATIONS OF VERTICAL REINFORCEMENT. DOWEL SIZE SHALL BE THE SAME SIZE AS WALL REINFORCING AND SHALL BE HOOKED INTO THE FOUNDATION. 6. BE FILLED WITH CONCRETE GROUT (NOT MORTAR) WITH A COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE BLOCK TROUGHS AND CELLS THAT ARE REINFORCED SHALL DESIGN CRITERIA GRAVITY LOADS: DEAD LOADS : FLOOR: ROOF: LIVE LOADS: FLOOR: ROOF: WIND DESIGN: BASIC WIND SPEED = 120 MPH EXPOSURE: TYPE C 1.0 Iw = 15 PSF 15PSF 40 20 LIGHT FRAMED, SHEAR PANELS PSF PSF C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date GENERAL NOTES S-1 Scale: As Noted Sheet size: Arch D ITEM05/131-APPEAL1*CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION AND REPORT ANY DISCREPENCIES WITH THE ARCHITECT IMMEDIATELY. RETAINING WALL (BY OTHERS) 2'-11-1/4" 7'-6-1/4" 3'-0-1/4" 22'-0-1/2" 7 4 S 1 S10 7 4 S 3 S7 1 2 " B E A M SWIMMING POOL UP 4 S7 4" CONC. SLAB (SEE DETAIL 2/S7) " 2 / 1 - 8 - ' 2 / " 2 1 - 1 - ' 8 / " 2 1 - 0 - ' 8 " 0 1 - ' 1 3 1 S7 12" BEAM 12" BEAM 73 S 74 S 74 S 1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date FOUNDATION PLAN S-2 Scale: As Noted Sheet size: Arch D ITEM05/132-APPEAL1RETAINING WALL (BY OTHERS) SEE DETAIL 7/S6 FOR TYPICAL HSS COL TO WOOD SHEAR WALL DETAIL 6 X 6 S Y P P O S T H D U 8 H D U 8 H D U 8 H D U 8 5-1/4 X 9-1/2 LVL 2X6 SYP @ 16" O.C. RAFTERS 5-1/4 X 9-1/2 LVL 2X6 SYP @ 16" O.C. STUD WALL (TYP) B 3'-3" L V L 2 / 1 - 9 X 4 / 1 - 5 1-1/8" STRUCTURAL 1 FLOOR SHEATHING (WITH 10d NAILS @ 6" O.C.) B 3'-3" SWIMMING POOL 2x4 WALL WOOD HEADER SCHEDULE OPENING SECTION SIZE BWL 3 0 TO 4'-0" 4'-1" TO 6'-0" (2) 2x8 SYP (2) 2x10 SYP JACK JAMB STUDS FULL- HT (3) STUDS (2) STUDS (3) STUDS (3) STUDS 6'-1" TO 8'-0" 3.5"x9" GLB (4) STUDS (3) STUDS > 8'-0" SEE PLAN - - 4 S8 H D U 4 A 1 5 ' - 0 " 3'-0" B . . C O " 4 2 @ S E S S U R T R O O L F " 6 1 ) R F N M S S U R T Y B ( H D U 4 A 1 7 ' - 6 " 2 S8 3'-0" B H D U 4 TYP HEADER (RE: SCHED) BWL 4 H S S 5.5 X 5.5 X 0.5 C O L. (T Y P) 1 L W B H D U 4 H H D D U U 8 8 H H D D U U 8 8 2 L W B 2x6 WALL WOOD HEADER SCHEDULE OPENING SECTION SIZE 0 TO 4'-0" 4'-1" TO 6'-0" (3) 2x8 SYP (3) 2x10 SYP JACK JAMB STUDS FULL- HT SINGLE DOUBLE DOUBLE DOUBLE 6'-1" TO 8'-0" 5-1/8"x9" GLB (3) STUDS (3) STUDS > 8'-0" SEE PLAN 6X6 SYP (3) STUDS HDU4 HDU8 HOLD DOWN (HD) SCHEDULE SIMPSON HDU4 HOLDDOWN W/ (10X) 0.25 X 2.5 SDS FASTENERS AND 5/8" GR36 A.B. (EMBED MIN 10" WITH SIMPSON SET EPOXY) SIMPSON HDU8 HOLDDOWN W/ (20X) 0.25 X 2.5 SDS FASTENERS AND 7/8" GR36 A.B. (EMBED MIN 15" WITH SIMPSON SET EPOXY) SHEARWALL SCHEDULE A B 1ST FLOOR FRAMING PLAN 1 SCALE: 1/4" = 1'-0" C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date 1ST FLOOR FRAMING PLAN S-3 Scale: As Noted Sheet size: Arch D ITEM05/133-APPEAL1RETAINING WALL (BY OTHERS) C O L. H S S 5.5 X 5.5 X 0.5 92 S 5 S8 H S C S O L . 5 . 5 X 5 . 5 X 0 . 5 W10X30 5/8" OSB ROOF SHEATHING (10d NAILS @ 16" O.C. FIELD AND 6" O.C. EDGE) 2 2 X 0 1 W . . C O " 6 1 @ P Y S 0 1 X 2 S R E T F A R F O O R SWIMMING POOL 3'-0" B 3'-0" B W10X30 5-1/4 X 9-1/2 LVL H S S 5.5 X 5.5 X 0.5 C O L. = MOMENT CONNECTION C O L. H S S 5.5 X 5.5 X 0.5 1 S9 H D U 4 A 1 7 ' - 6 " H D U 4 6 S8 1 S9 H S S 5 . 5 X 5 . 5 X 0 . 5C O L 1 ROOF FRAMING PLAN 1/4" = 1'-0" SCALE: C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date ROOF FRAMING PLAN S-4 Scale: As Noted Sheet size: Arch D ITEM05/134-APPEAL11 TYPICAL CONCRETE FOOTING REBAR-PLAN VIEW N.T.S. 2 TYPICAL BAR BENT N.T.S. 3 TYPICAL PIPE THRU FOOTING N.T.S. LAN 4 TYPICAL CONC. SLAB AT REENTRANT CORNERS N.T.S. C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date TYPICAL FOUND. DETAILS S-5 Scale: As Noted Sheet size: Arch D ITEM05/135-APPEAL11 TYPICAL WALL FRAMING AT OPENING N.T.S. 2 TYPICAL SHEARWALL DETAIL N.T.S. 3 TYPICAL BLOCKING AT SHEARWALL DETAIL N.T.S. DOUBLE 2X TOP PL SIMPSON A34 EACH SIDE (TYP) SYP POST (RE PLAN) SIMPSON CBSQ (TYP) 2X SILL PL. CONC. FOUND. 4 TYP NON BEARING WALL DETAIL N.T.S. 5 TYPICAL SHEARWALL DETAIL N.T.S. 6 TYPICAL WOOD POST CONNECTION N.T.S. 7 TYPICAL SHEARWALL TO HSS CONN N.T.S. C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date TYPICAL FRAMING DETAILS S-6 Scale: As Noted Sheet size: Arch D ITEM05/136-APPEAL14" CONCRETE SLAB WITH #3 @ 16" O.C. EACH WAY (CENTER BARS IN SLAB) 4" S.O.G. " 6 - ' 2 . I N M " 3 . R L C #4 BAR @ 32" O.C. 2#5 BAR CONT. T&B #4 STIRRUPS @12"O.C. 12" TYPICAL SLAB BEAM 3 4" AGG. BASE TYPICAL SLAB 2 N.T.S. 4" S.O.G. D E B M E SHEAR PANEL WHERE REQ'D PER PLAN 1 2" DIA. A36 A.B. @ 6' O.C. (3' O.C. AT SHEARWALLS) WITH 3X3X0.229" PL WASHERS (MIN 6" EMBED INTO CONC. WITH SIMPSON 3G EPOXY) " 8 . I N M PRESSURE TREATED 2X PL " 6 - ' 2 . I N M " 3 . R L C #4 BAR @ 32" O.C. 2#5 BAR CONT. T&B HSS COL " 6 - ' 2 . I N M " 3 . R L C #4 BAR @ 32" O.C. 2#5 BAR CONT. T&B #4 STIRRUPS @12"O.C. 12" 1 WALL FOOTING N.T.S. 4" S.O.G. #4 STIRRUPS @12"O.C. 12" 4 FOOTING N.T.S. C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date FOUNDATION DETAILS S-7 Scale: As Noted Sheet size: Arch D ITEM05/137-APPEAL1SHEAR TAB CONN. SCHEDULE BM W8 W10 W12 W14 W16 W18 LENGTH 'L' 6" 6" 9" 9" 12" 15" NO. BOLTS. 2 2 3 3 4 5 2X SYP NAILER (FULL WIDTH) WITH 2 ROWS OF 1 24" O.C. 2" A307 BOLTS @ FLOOR TRUSS (BY TRUSS MANF.) 2X6 SYP STUD WALL 2X SYP BOT PL SIMPSON A23 @24" O.C. SIMPSON H2.5 2X SYP DBL. TOP PL 2X6 SYP STUD WALL 1 STEEL BM TO HSS COL MOM. CONN. N.T.S. 2 FLOOR TRUSS TO WALL CONNECTION N.T.S. N.T.S. SIMPSON A23 @24" O.C. FLOOR TRUSS (BY TRUSS MANF.) SIMPSON H2.5 2X SYP DBL. TOP PL 2X6 SYP STUD WALL 4 TYPICAL TRUSS TO WALL CONNECTION ROOF RAFTER PER PLAN SIMPSON A35 @ 24" O.C. 3x BLKG LINE PLATE 2x FASCIA PER ARCH 3 TYPICAL MOM. CONN. N.T.S. SIMPSON H2.5 RAFTER (RE: PLAN) SIMPSON A23 @ 24" O.C. 3x BLKG LINE PLATE NOTCH TO SEATFLUSH 2X NAILER (FULL WIDTH OF BM FLANGE) STEEL BEAM (RE: PLAN) 2 ROWS OF 1 BOLTS @24" O.C. 2" A307 SIMPSON H2.5 NOTCH TO SEATFLUSH DBL. TOP PL AT BEARING WALL SHEAR PANEL WHERE OCCURS PER PLAN 5 TYPICAL RAFTER TO BEAM CONNECTION N.T.S. 6 TYPICAL RAFTER TO WALL CONNECTION N.T.S. C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date FRAMING DETAILS S-8 Scale: As Noted Sheet size: Arch D ITEM05/138-APPEAL1C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date SECTIONS S-9 Scale: As Noted Sheet size: Arch D 1 SECTION SCALE: N.T.S. 2 SECTION SCALE: N.T.S. ITEM05/139-APPEAL11 SECTION SCALE: N.T.S. C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date POOL SECTION S-10 Scale: As Noted Sheet size: Arch D ITEM05/140-APPEAL1C L L , I S A X E T F O S E C V R E S G N D L U B N A B R U I I N U R S R O L A S 4 1 2 I 4 3 7 8 7 X T , Y A W E K A L . M O C X T S B U @ G N R E E N G N E I I 9 8 7 2 - 8 6 7 ) 2 1 5 ( I E C N E D S E R Y A M X T , I N T S U A No. Description Date POOL DETAILS S-15 Scale: As Noted Sheet size: Arch D ITEM05/141-APPEAL1ITEM05/142-APPEAL1ITEM05/143-APPEAL1ITEM05/144-APPEAL1Exhibit 1 ITEM05/145-APPEAL1ITEM05/146-APPEAL1ITEM05/147-APPEAL1ITEM05/148-APPEAL1ITEM05/149-APPEAL1