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HomeMy WebLinkAbout45962-Z all , GRADE NYSDEC "ADJACENT AREA" 4/12/19 5% MAX__ RESIDENCE OUT HEAVY DUTY AND LOCKING SITE DATA 1011/19 SLOPE F.F. 10.0 GRADE EL.9.5 CAST IRON COVER TO GRADE LOT COVERAGE TABLE INE SCTM # 1000-56-5-37 12/19/19 4" SANITARY GRADE EL. 9.2 GRADE EL. 9.2 4" WASTE 1,, WASTE PIPE 4\ INCH PER FOOT 1/7/2020 I ow IANF SITE AREA TOTAL: 20,211 5� PITCH 1/4 INCH GRADE EL. 7.5 GRAVEL DRAIN CLEAR LEACHING ACHING LEACHING LEACHING PROPERTY: 1071 13% Home Rd GALLEY GALLEY GALLEY 9 ADDRESS Southold NY 11971 TYP SITE AREA UPLAND FROM LEACHING EL. 8. INV EL. 7.94 5/8/2020 69 PER FOOT FROM BUILDING 44J INV E . 7.7 INV EL. 8. .77 BOT, EL.6.1 C z -7-74 s� OWNER: Steve Donadic, Marica Donadic 6/8/2020 SEPTI01 TANK4. TIDAL WETLAND BOUNDARY: 15, REINFORCED GONG 11 _MI 6. 91212020 10' DIAMETER MIN, RETAINING WALL 13- 180 Bayview Rd A 12/18 Manhasset, NY 11030 HIQ A/ 2 #4 @ 12" HORIZ. AND ------ ------------ _PE FIECL REA CALCULATIONS FOR SITE AREA /2020 ------------- ---------- -------------- STRUCTURES PROPOSED PERCENTAGE GROUNDWATER-, C V 2 #4 @ 12 VER.T. ELEVAT10N (EL. 16� HOUSE: 2,5015 9� 15.54% SITE: 20,217 sf, 0.4641 acres + LL 158 sf 0.15 1016 PROVIDE SOIL ANCHORS TO 6' LAYER OF CLE614-1AND AATERPROOFIN6 SEPTIC TANK FOR ANCHORING BENEATH LEACHIIqG POOLS "�01<5: 544 sf 2AO% ZONING: R-40 LIQUID APPLIED INTO SUBGRADE NAL 564 sf 1.14916 C LO TOTAL:N5,644 sf 11.41% SURVEYOR: PECONIC SURVEYORS, PC GRADE ALL LEACHING P�PO SHALL BE PLACED IN LS ACCEPTABLE HI�IG SOILS AS APPROVED "SITE AREA U ND FROM TIDAL WETLANDS 1230 TRAVELER STREET 'E�HS. EXCAVATION IS TO BE 12'0 WICK BY TH�?SA TEST HOLE EXCAVATION SOUTHOLD, NY 11971 INSPECTION TO BE BOUNDARY (NYS Er-, ADJACENT AREA AND TOWN 0 HOLE CQ�JINUED A MINIMUM OF 6'-0" INTO LICENSE #49618 Ath V PERFORMED BY THE SCDHS Bay Or SOUTHOLD BUIL BLE LAND) ArBLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. DATED 01-5-19 D. DET CUTTING RINGS MAY BE REQUIRED. WICK HOLE FILLED WITH CLEAN SAND , Home AND GRAVEL , 10 APPROXIMATE LOCATION OF z REINFORCED Rd ACCEPTABLE LEACHING SOILS ACCEPTABLE LEACHING SOILS GONG 2-2 12 (50BELOW EXISTING GRADE) FOOTING K/ SANITARY SEPTIC SYSTEM PROFILE ( LEACHING GALLEYS) L 0 " O.C. AND #4 @ 12NOT TO SCALE 5#4 CONT.- Cn RETAINING WALL DETAIL (N.T.S.) NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE Bay Beach LLC Steve Donadic, Steve Donadic, A 'Po 1055 Bay Home Rd Marica Donadic Marica Donadic 0 00-0 b PROPOSED 1000-56.-5-35 200 Willow Pt Rd 300 Willow Pt Rd LEACHING UBLIC WATER 1000-56.-5-32 1000-56.-5-3 GALLEYS AO k RIGHT OF WAY PUBLIC WATER PUBLIC WAT E U GRADE EL.9.2 ROAD 30' RI 0 0 Ito GRADE EL. 6.3 N/O/F ROP05ED NEW UNDERGROUND PRIVATE 0 ELECTRIC LINE Willow Pt Association Inc SITE 535 Bay Home Rd -A INATER. ROAD ROPOSED NEW ROP05ED NATER METER /<xx EL 6.2' PROOF CONCRETE 0 1000-56.-5-42.1 EL 6.6' HIGHEST EXPECTED XPECTED PUBLIC WATER IN STREET RETAINING WALL FOR X GROUNDWATER TEST HOL 5E NEAUN SANITARY SYSTEM ELEVATION (EL. 3.6) EL + 5 FUBLIC NA - e- ........... TO 108.27' ROPOSED NEW CONVENTIONAL SEPTIC SYSTEM FOR A N4 453'40"E +63 YH +6.6 6 LAYER OF 5.1 +(0. BEDROOM RESIDENCE 0 T 5 BEr P NEW TEST HOLE CLEAN SAND PROPOSE: +tl-0 FLOOD :21 ZONE X •.0 - 1250 GAL SEPTIC TANK (5T) ANCHORED INTO SU56RADE Tyq BENEATH NCRE CLEANOUT 51 PROOF 00 LEACHING -7 WALL FOR 11-411 -75 FT x 2.0 FT LEACHING GALLEY (L&) RETAINING TEST HOLE DATA 10 31 / 18 ELEV. + 5.4' i r< q-L-C� + (6) 5.5 FT x 4. GALLEYS SANITARY 5Y!BTE� • LOOD L6 (5) 5.5 FT x 4.15 FT x 2.0 FT FUTURE EXPANSION (EXP67) 1.0 FT. DARK BROWN LOAM OL FL ONE LINE LEACHING GALLEY PROPOSED NEW �4101< -4 L ZONE AE TI HO L _ETA O'LO I!Expdr 7. Z ELEV 6 1 . 1 1.8 FT. BROWN CLAY CH L IL_ _j CIO HOLE U AREA .1.:2 WATER IN /< -12'0 WICK PAR rtNd LAYER OF CLEAN SAND BENEATH LEACHING POOLS �0// U A P+VIOU5 GRAVEL Pp,1 C7 XP x x 48 FT. BROWN CLAY CH & CL 5T mi WATER IN BROWN FINE 0 -___--,rLEAN OUT NEIGHBORING TING NEIGHBORING 54 FT. TO MEDIUM SAND SP T-PI IPT-1 IP 0' C1.O+ PI�OPOSED NE D__-­�S;NITARY SYSTEt WATER 6.1 5 X UNnER_&R0jjN U U TA, 1 1.8 FT BELOW SURFACE R/61 LEACHING GALLEYS FOP, ENCOUNTERED, ELEV +3.6- -7 01.0 ROPOSED N LC 2 FLOORS WALL STORMAATER RUNOFF FROM NEW �ONCRETE +10.0 RS --------,RETAIN I NS BUILDING STRUCTURE AND 5 BEDROOMS It DRIVEWAY TYPICAL RESIDENC.E +5.4 NO BASEMENT I I z LS FLR ELEV +10.0 DRAINAGE CALCULATIONS • Z, PROPOSED NEA T6.1 TOTAL GROSS FLOOR NEIGHBORING RESIDENCE LO up cf) UNDERGROUND 1.5 FT HIGHLG +.6.4 Stephen R Gree AREA 5,525 nbaum, AREA OF RESIDENCE EAST LEACHING GALLEYS WITH +5.4 Mary Greenbaum DRY WELL AREA x RAINFALL x RUNOFF FACTOR CAST IRON DRAINAGE INLET 1073 Bay Home Rd (DN 1,505 5F x (2/12 FT) x 1.0 252 OU. FT. +10.0 1000-56.-5-38 TYPICAL W _j PUBLIC WATER AREA OF RESIDENCE WEST z PROPANE TANK UNDER&ROUN DRY NELL AREA x RAINFALL x RUNOFF FACTOR W Ld 0 (DW) 1,508 5F x (2/12 FT.) x 1.0 = :25:2 CU. FT. a r 0 PROPOSED NE W LO UNDERGROUND P15TRIBUTION UNDE 9 1 �1AREA OF DRIVEWAY L (CH,.'&�'CQ\/­,\ CHAMBER TYPICAL 'M memo- +65 DRY WELL AREA x RAINFALL x RUNOFF FACTOR XISTIN& VEGETATION 0 4` rn r_ E -1 5F x (:2/1:2 FT) x 0.7 226 CU. FT. I"BAMBOO" OBE 0604 (P (DW) IdI5 REMOVE ALL ROOTS A D SOIL, REPLACE+ C: 10 Co. ................. E NiTH GLEAN-SAN TOTAL CU. FT. RESIDENCE 4 DRIVEWAY '750 CU. FT. U3 USE: (15) ell x 1.5' 1416H LEACHING GALLEY \` �'```\\` ` �` \`" %` I f L_ _j EXISTING 41 F-1 F-I 0 xx 6HBORIN6 NIGHBORING RESIDENCE r, C) 0 ROPOSED NEW 12 DIA COIR LOSS (13) VX I.5 LEACHING GALLEY '78l7 CU. FT. pregory John P Trust NO WALL -4 0 C:1 +50 ED 0 r_,_ 59 WOODEN STAKES AND GALVANIZED 7, - ET AIDE ANCHORED WITH PROVIDED REQUIRED 1355 Bay Home Rd '75-1 CU. FT. > "750 CU. FT. CP -56.-5-36 1000 CABLE LAND50APE EARTH ANCHORS ____PU-ffEIG_WATER M N E 1, STEPPING 5� NE M b C C. APPROXIMATE LOCATION OF ACCEPTABLE LEACHING SOILS ON GRADE 1E FLOOD GRADING AB SHOWN / :� ��/G r (50' BELOW EXISTING GRADE) _j 0 ZONE AE L FLOOD ZONE LIN 4.1 1:1 . ........ WICK HOLE FILLED WITH -� / - "_ 1 11 DI CLEAN SAND AND GRAVEL PROPOSED Nr=Yi 12 FLOOD COIR LOGS 5 FEET AIDE II 1:3 ZONE VE r ANCHORED WITH WOODEN W1 CK HOLE PROFILE 5 ELEV 5 STAKES AND C NOT TO SCALE �,X PROJECT NO: LOOD ZONE LINE 1805 CABLE LANDSCAPE EARTH ANCHORS EL 5.1 +4.*l DRAWN BY: 9F 95 UT PLANTINGS IN VEGETATED NON DISTURBANCE BUFFS LANT5 PLANTED BETWEEN COIR LOC • Distichlis spir-ato - Soltgross * Distichlis sple-ato - 5alt9ross XISTINS NEIGHBORING SEA WALL CHECKED BY: • Rosa rugoso - Rugoso Rose * Ponlaum amarum - Bitter ponTcgross EL 4.7' P TS • Varc.1nium ongustifollum - Low bush blueberry VEGETATED NON DISTURBANCE BUFFER * Schizor-hyrium seoparium - Little bluestem DATE: • Prunus maritima - Beach plum 18 FT AIDE * Sportina patens - 5oltmeaclo;N gross ANDAARD EDGE OF TIDAL COIR LOC75 BEACH WETLANDS AS DETERMINED 4U" GONSULT� IRONMENTAL SCALE: NEA TOPSOIL 6" DEEP— 5 FT AIDE ROPOSED NEN 12 " DIA COIR G, INC. Ill = 201 - off EXISTING 501E TO BE EXCAVATE LOC75 5 FEET AIDE ANCHORED ' S39*30'53"W SHEET TITLE: DOWN TO 56" BELOW NATURAL WITH WOODEN STAKES AND 108.89EAN HIGH NATER MARK GRADE, REMOVE ALL EXISTING GALVANIZED CABLE TIE LINE XISTIN& VEGETATION "BAMBOO", ROCT5 AND LANDSCAPE EARTH ANCHORS ROOK JETTY SITE PLAN SOIL, REPLACE WITH CLEAN SAND 10 NEW FINISHED GRADE 6.0 F1'. OL WL ROPOSED NEW 12 DIA COIR L065 �'IAI 'F� r�-' -9 \\-EXISTINC7 ROCK JF-Tr,( 5 FEET WIDE ANCHORED WITH hj WOODEN STAKES AND GALVANIZED EXISTING NATURAL GRADE •;.O CABLE LANDSCAPE EARTH ANCHORS GROUND WATER 5.6 FT. R 5.6 FT. SOUTHOLD BAY EXCAVATED 6RADE ,k EXCAVATED GRADE SHEET NO: ELEVATION 2.0 FT. /A, ELT X/1,\IJND 6' x X15TINS SOIL To BE EXCAVATED �! GRADE, PEMOVE ALL EXISTING 56" DELOA NATURAL )R LOG & NON DISTURBANCE BUFFER DETAIL DOWN TO ZSCALE: V 20'-0" VEGETATION "BAMBOO", ROOTS AND TRUSTEES SUBMISSION SOIL, REPLACE WITH CLEAN SAND NYSDEC SUBMISSION SCDHS SUBMISSION WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEW 3Y STEVE MARESGA PE FOR WALL OPENING PROTECTION OF 120 MPH 5-SECOND WIND GUSTS NOT S 155-0-7 /NES-T� MONTAU< HIGHWAY, HAMPTON E3AYS, �lY 11c146 ( MAXIMUM MEAN ROOF HEIGHT: S5') SIMPSON L5TA - 20 6ASE HON �CJ5( 128 cf4a0 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° ? I �F�R N VEWOF STRAPCLASSIFICATION DESIGN CRITERIA : • ICE SHIELD UNDERLAYMENT S I N6LE FAMILY RES 1 DENTI AL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DESIGN IN AGGORDANCE WITH AMER I GAN N.T.S. ,.I'" ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD i HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I 1 HALTERNATE URRICANE CLIPO USE1TIO OF 55'-0 II MAXIMUM A55EMBLY: I.- I I SIMPSON H3 GROUND SNOW LOAD - 45 PSP. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING YV °I I FIRST LEVEL - 40 P5F. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEELLIVING AREAS - 40 PSF. L.L. WOOD 5CREW ® 16" O.G. ( I SIMPSON H2 HURRICANE 30 PSP. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° - CLIP NAILED. FROM I BEDROOMS - #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - WIND SPEED - 130 MPH RS MACHINE BOLT ® 12" O.G. • 1 s- ad NAPICAL ILS EACH END 5EI5MIO DE516N GP�TEGORY - B 1 WEATHERING - SEVERE APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FR05T LINE DEPTH - 36 PLATE. NAILS a 4" O.G. AT '•• EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVYco Z I SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT .. GONVENTIONA ICE SHIELD UNDERLAYMENT REQUIRED - YES 0 1� L LIGHT FRAME WOOD JO 1 GONSTRUGTION = 1"1 I� ULTIPLE SECTION ASSEMBLY: 1 1 I 1/4" THICK BOLTS ® 2' OG O 1 , 1 ; GENERAL NOTES cf' I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q I 1 1 I 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I 1 1 I I 1 PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O I - I I TO OVER LAP BOX CONSERVATION GORE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 1 ,f- 1� ' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W 1 I 1 1 I MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. 1 ( I I 1 ( 1 1 1/2"WIDE S 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O I I I I 1 METAL STRAP 048 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. _ DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0 �.• SHUTTER SASSE BLl� I I 1 I I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. . 1 1 I I 2 x 6 ®I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I I STUDS I?. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE m 5. BRIDGING TO BE PROVIDED DED FOR ALL JOISTS STS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN I - I l I°j FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER. 2x4 5TRONG-5ACK5 @ 24" OG 1�-' 1°J,- AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS 1 I I ( AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS A55EMBLY: I SIMPSON MST2'I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I I I/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) (SALVINIZED OR I I METAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. I ' CONCRETE SLABS TO BE COMPACTED TO 415% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ,r NNAAIL�SHEA®HING0GO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS Z . ti :.._ ..=^. RELATIVE DENSITY. #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL •: WOOD SCREW ® 16' O.G. '` ' ' "'tO '' '�'. ;=' 'i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q • ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR �,:., 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti -` } AGO TREATED. #10 TEE NUTS ATTACHED TO BLDG. w1 #IOxi-I/2 ( W/ WASHERS) SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J Q MACHINE BOLT ® 12" O.C. ;, -` SEE FOUNDATION DWG. :'3 ti' +,. O O FOR DESIGN. ,. , `-y'e:" 5/8" x 12" A.B. ®48" OC. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO I--W }X w w/FENDER WASHER. -� •W K Lu Q 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT - w U. WINDOWS - GLAZED OPENING ;.`i..".�ef�' PENETRATIONS o� w NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w • w q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 Q N o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. w • N o I IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS FTG.. v M 5 E qq AND OF A5TM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 CODES ALSO APPLY TO ACCESSORY Q I- • I- ti IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. • v PANELS TO BE PRECUT To FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD N co PANELS TO BE M�INT��INED ON SITE FADER + SILL PLATE. SHALL COMPLY W/NYS�G CHAPTER #2304.�.G FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. w c✓ v \ NAILING SCHEDULE FRAMING NOTESFdyF ,, ,n,J ;' � , F 1. A FRAMING " , -- TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GODS ALL F I LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR e7 BETTER' INTERMEDIATE. EDGES AND 6 d@ 12" ox.. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: ..� h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1804 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. DRAWN BY: o <'lO ° CEILING J015T/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-142LOOR, CEILING JOI5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE: ROOFS BLOGKING/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA jh HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 100< o <,45 0 _ a 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGNIG/JOISP PLATE or GIRDER 2-Sdd((O ENNAIILED) STRUCTURAL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND �hj BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & o o '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100 0 eso o to < o f,45 LEDGER 5TRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, 5TORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS"a 4' O.G. BAND JOI5T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOI5T/5ILL or TOP PLATE 3-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF i/2" DIA. 100( O C3o O PLYWOOD ROOF DECKING Sd ®4" O.G. EDGES, a8" O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12„ O.G.. SHEET NO: PROVIDE 6d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING 8d ®6" O.G. EDGES, ®12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT' A N D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER. BID & PERMIT SET 65'-0" 20'-0" 25'-0" 20'-0" B c 2x6 WALL FRAMING ABOVE 4'-8" '1'-10" "I'-10" 4'-8" 10'-0" 10'-0" 5/4" PLYWD. SUBFLOOR r ---�. -----� --- i +10.0 TOP SUBFLR_ — _ �""� � '� I I I I I 11-1/8" TJW I FLOOR FRAMING =� 1 (2)2x10 TR. D. + + (2)2x10 TR.. WD. 7-6r 1 r — 1NflI -01 2x8 TREATED WD. SILL, CONNECTED __ •- _ TO FOUNDATION w/CAST-IN-PLACE0 �' I _ L J LJ FOUNDATION BOLTS ® 52" r 2X 0 � � _j I I � 8"xlb" GONG. PIER ON �C � Lu �A;:, ..• (2)#5 REBAR ——— P PREFAB. FL D VENTS P R _ --- L— 56"x36"xIV THK. REINF. H•~ +'t I _ _ _ GONG. FOOTING (TYP) t- 'i S GS, INSTALLED w/BO OM _ FL SH w/GRA _SP6CZ I —— (3)2x ,N� cxv _ l :;kj+. J, —8" THK. POURED GONG. � __ I I_ z FOUNDATION WALL —— —I——, r— — r——I——-I r— .. —-I IFLOOD VENT. SEE PLAN 4 1 I 1 1 1 I ISPECIFICATIONS �, }- I I I Z I I r ' 2" GONG. RAT SLAB 1 ( )2x8 -- —J L_ J L_ J L ----J L--- —� L---I--J ---------I----- -------- I I 2x8®I6" TR. WD. 2x8®I6" TR. WD. r +6.4' MIN. GRADE/TOP CRAWL SLAB ,f s': ' . F Ifill, ———— — — — — — — — — — — — �ti.;:, :.:;'' %:.. . ;,; ...•.:•:;._.,•..., i() I FLUSH FRAMED FLUSH FRAMED = J DECK JOISTS DECK JOISTS" Vl O ,.,I/#5 REBAR ®12 VERTICALLY 4 : I a'-3y2:: x '�-•.'2�� I�3�-�2:: I6'-I"I 3'-?,V2" 3'-2y"\ HORIZONTALLY I -i W I 1LL — PROVIDE 2 THK. GONG. LAS,"COMPACTED GLEAN FILL ! I = � PITCHED TO LOOD DRAI S I ----------- -----------O I 2x10 TR. WD. LEDGER _ — — — — 2x10 TR. WD. LEDGER 1 O — /\/ 12" DEEP x 36" WIDE POURED . R:� \\\\ GONG. FOOTING 1 I �_ Q d —— ————— —————— / :✓;"•.'•y"f:''yl ::k r.�' i, :}.•,jt':°� ::i:j:;: :ri:i::'•S,�yy7� / I ---------------- •Il{� ------------ _------- ------ ----- / . :r' :�':<,+.4 ,:t y'Y'".t„..• :, �;a' �. a'r,\ 4 REBAR 012 o% -`�2 iii Lu f,` ';:i`tr.` • ', s "': t :,1. �•,; s; r�..,,. fir.. '.: . LE (5)#5 REBAR I 1 t\- z I i0 tL PREFAB. FLOOD VENTS PER , .,r.:�a:..w`:„�, 4....yy.:: :v•;..R i,...'. 1 i t _ SPECS, INSTALLED w/BOTTOM I - +5.4 BOTTOM FTG. f;t,: '';::•, •.. ;t:fi ;,;� ::.,.”.:y: ' '•• :,. I - r- IX I >; .r '� '` ' " 1 t i- FLUSH w/CRAWL SPACE SLAB -7 1 W I; �I I o z p \/\\/\\/\\/\\ \/\\/\\/\\/\\/ /\ UNDISTURBED SUB-GRADE 15-1/2x1I�/8�AF5 5 1/2xl I-1/8" APB i t- t�I I tu r Q I z i i �ry I �,- // tu // // /1\X1 / // // / // / // I x\ �\ Q \\\\\;/x1>X\\\\\/ /X\/\\\\\\\\\\ \ / iI m 1 I A o i� I t: :: a' � 12—a ' 2 a'-4" I I � H,AJLLOI^t�RAI�lING ' � \� I I u- r I 1 F a TILE/IN TALL�ATIO \ MUJAT 01amm U A v ET IL 1 \S�fOAN'HAT ED \ \ 8"x16" GONG. PER ON 56"x36"x12" THK. REINF. SCALE: 1" = 1' -0" I '? =ry I GONG. FOOTING (TYP.) 1 IL i i I - I� I I mom r---- I --r—, -- --� 1 \I !�• zz A / 1. 2 -/ V 5-1/2x11--fA5 APB — �_ . ��,• �r 5-1/2x11-Va" APB I I I \ -' I (2) SPAN CONTINUOUS I (21 ) SPAN CONTINUOUS I IL 7- — I 1 I L--I---I L-----� -� I i POSTS ABOVE I 1 � Z 1 i I N LL r — Q � � 5-I/2 8 A� _ 1 ( I LLI J" w z 3 c PROVIDE CLOSED CELL p >� /(2) SPAN CONTINUOUS" �, \� ' j - I I _ ~ a z LL I I I I SPRAY FOAM INSULATION X I, I _ v I I-7/8 TJI FLOOR FRAMING z 1 I�S-II2x11 /8 A� 3-I/2 I I-'f/8" APB I ABOVE, PER SPECS �Y /\� \ �\ u L�} W• a N w/SUBFLOOR, FRAMED X01 o O 1 1 I I I I _� r 1 AREA ABOVE'� \,/ \ ry i _. \ Q I 1 R W. N n FLUSH TO GIRDERS PROVIDE 2 THK. GONG. SLAB, -7 w/SHALLOW FRAMING i 1 I D " +10.0 TOP SUBFLR. PITCHED TO FLOOD DRAINS ~ � 4 �' Q �. 0 � 1 FOR TILE INSTALLATION\ co 1 I N I - SHOWN HATCHED u — TIMBER GIRDER PER PLAN i 1 W ' tV I I 1 1X APPROX. LOCATION HOUSE 7\ \ � •, j _ 1— ——1j SEWER OUTFLOW TO SANITARY � IL I 1 I \HATGH/ I I SYSTEM I r. � a ABOVE --- ---------------------- ---------- :., —� J F----------------------------� .r•' 1 w 1 s. I I .. .. .,..,.. `S,*.`; a.::r?. r.•. 8"x16" GONG. MASONRY Q 1 --------------------------- . r '::. •,S• I — — UNIT PIER, REINFORCED ' .. :343. e`•',�.~ w/(2)#4 REBAR HIGHER FOUNDATION ALONG THIS WALL u- I 4 COMPACTED FILL UNDER I 1 I '"• , REINF. CONC. SLAB , ! +6.4' TOP GRAV�IL SLAB ,:x'.= `..,v?',� . 1 I 1 I I .D 2:: RAT SLAB L---- -------------- ———— ---� L--- ——————————————————————————————— ---J '• I 1 1 I <; e JJ�wA a ,;..:,,.•;. ,.;� 4 GOMPAGTE FILL UNDER r lip - I ►�`;p t Iy. ��'' �• / i I ` I REINF. CONE. SLAB / - , \ \ _ I HIGHER FOUNDATI N ALONG THIS WALL j j I I PROJECT NO: •if; S`1i? ,`. yJ' \/\ \ GLEAN, COMPACTED FILL ----------------- ----------------- ------------------------------------- -- I 1713 i;ii. v • ' �i'v•. "��� �' • �':r: j I � DRAWN BY: TS \\ .;:Q,4.�1 •:Si•�:• : 4��.4•% ;'.,,.T;' '�t,,ri^'t�•'a':':-•'�a''�'„r� n n u L--------------------------- �: , 'ry,-'Wt'' 36 x36 xl2 POURED GONG. 1 I / ;.. ...:'• i4:.t,;' e. s.., ,r, as.i:; Y c.r.:.�. ::, T, FOOTING 1 J — r:.:. ;;;!'e;%rc + •t t•. . 7:r.'z.�ff �' (4) 4 REBAR, EACH WAY I 1 — •�n. ':7� �• t•' :,•.: :t t.'r.v;ti 4, .;,�'tv'T: 1 1 ' :•, - DATE: tWir � +3.4' BOTTOM FTG. Y` r'•.,L.'.,: ° f t t';:4 :z:::, t” ..:..:•'s%t,.;a. HIGHER FOUNDATI ALONG THIS WALL I — -- L-- ---------------------------------- --I 1/4'v 1 off UNDISTURBED SUB-GRADE SHEET TITLE: 201-0" 25'-O" 201-0" FOUNDATION L E\ PEW A I L Lkl Li LX PLAN SCALE: 1" = 1' -0" FOUINI ATION rr% L A IN SCALE: 1/4" = 1' -0" SHEET NO: CRAWL SPACE AREA = 2,158 SF 20'-011 25'-O" 20'-0" II-O" "_ 1 11 101-011 lot-oil 16 .011 r3v211 GABLE RAILIN PER SPECS, — — ------- —— _ =- ----------- — — 11 „ w/POSTS ATTA HED SECURELY *V2la I TO FRAMING BELOW. SEE SPECS STAIRS BOTH SIDES TO GRADE WIPE TREADS, b" V HDR PVC, RISERS 4 TRIM, TR. WD. STRUCTURE. PROVIDE HANDRAIL N ONE SIDE 2xb®Ib" WALL FRAMING, TYPICAL, wNAPOR _ Q� SEAL 4 BATT INSULATION, %" EXTERIOR I I I II GRADE PLYWOOD SHEATHING, BUILDING WRAP, AND CONCRETE STUCCO ON WIRE LATH - OR - VERTICAL SIDING. SEE ELEVATIONS VI N I I l I II 511 I N I 1 ,, I =� J — � -- (2)2x4IPOST 311 CMT305 CMP 056 MT3056* Ix41PE DECKI ATTACHED i i I v >_ SECURELY w/B IND FASTENERS _ Z _ (3)2x1 HDR I r \ I/x D \� DN ! I 11 I I Lu j lf1 `l®J1�� J - _ JII�I 2x10®Ib R.R. _ —� \ SHALLOW F MING ABOVE TO \� , I O AGGOMMODA ROOF DECK 2x10 b" G.J. I 11 r l r (4)2x6 POST I I I I TO RIDGE FGP6080 FGP 080 FGP6080 FGP1 /08� 9*1 IO PL. L TGH P TE (5)2 l0 HDR. (3)2x10 HDR. (3)2x10 HDR. _ 5-I/2"xl APB HDR I ��J , n O V T %)2x8 w/(2)Si811x�}11 O 1 LINE OF DUMMY EXTERIOR �I BED OOM I STL. PL. FULL HST. — �n WO D s 11 I I WALL ABOVE, TO BEAR ON I I O ' FL lOR TL. FULL T. III ROOF RAFTERS q-O HIGH GL6. -I' I I y * I I W .�.}I By211 By211 211 I %211 � `v1 A' ///••• W I 1 1_411 Fj /11_ 11 wC 1_A 11 21_/_11 L I I I D I I 1HE R�1L V (� O I I f� 4 V II L o O =N I (del II O WOOD x I— =�y II b FLOOR m^ I ;fl 20" WIDE FLUSH STONE + I ® HEARTH STONE m I 2x10®III' R.R. `Y 2x10®Ib" R.R. — — — m o V - - a PREFAB. GAS FIREPLACE (� m I OL % =ry BATH I Y I � �I zry w/METAL FLUE T RU ROOF 11 -O" GL6. o = °� L I V I NS, ROOM ; r I I (I N two story s ace I I cxv I I — SEE 2nd FLR. P AN FOR Q= I I Yy II CEILING 4 ROOF, FRAMING tu I I o I I I m WOOD Q I I I FLOOR V I 2x10 RIDGE U - - - - - 50"x80„ 116 - - _ l I I I K I TGHN I PROVIDE FRA�E PLATFORM o y HVA10 TO RAISE HVAC EQUIP. 06 z ` —� I LL A I I( I ( _� TO R D6EST I ABOVE FLOODI PLAIN N Q• M N � O r _ m GL6. ' ' r I I 21-11 N uj NOOD N I IT l I m 0, ° 11 FLOOR civ I WW a � o w. . N \ HATCH TO CRAWL TIE FLOOR U SLAB LA A ABO ry \ / 3'-bTl SPACE BELOW dam- I N Q 5 �w/SF�ALLO MMIN \ \ ---- Phi WOOD STAIR 4 =N MEC.H. ROOM f— l ' R TILE INS ALL�CTIO ——— — HANDRAIL ENTRY � I 'fl CO CO• . HbwN + ATG �aa a O W E � l I (4)2x P S ® IL \ ——— 1 I s (3)2x6 POSTS m o® N N QI -�� UES I \ '-4"�/ 1 IIT UP m s �Q I 0�� I I WOOD FRAMED STAIRS WRAILING ON L_�L_J I �.F 2x8®Ib G.J. _ i�OOM " l n SLAB. PROVIDE TILE FLOOR AT LANDING, ( : _ (32x10 R. in I I , TO MATCH MECH. ROOM ,,.. •��-w 1 I F o3� CM 4� l ) — = 3 2x10 HDR I /t:4' •1.�., z, �- _ �� '� CM 040 Q- HIGH 1 G w� \ I 11y 1 I V #� tai p re GOVEi�ED PORCH -r-lo I'-lOy2" BLUESTONE TERRACE ON SLAB I 3y211 I I'-b" OL 7" 50. (5)2x& CASED POSTS = I I I u `fl @ ANCHORED TOP 4 BOTTOM \X, I (5)2x8 FLUSH BEAM ABOVE AOE CMT3050* CMT3050* o lry� 3 ' .o EDGE OF ROOF I , Pf$o IDE /a THK. TYPE x , PROJECT NO: 1713 10'�/� OVERHANG ABOVE liv 6 BD. L SURFACES � DRAWN BY: -V" 10111 AI_�}11 I- m 11 T 11 1 1 I -71011 I b" TH . REINF. GONG. SLA I = 1 r 20 '1-O I I-O - I I TS EDGE OF BUILDING ENVELOPI O l =ry I I (5)2xlb HDR. - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - i— - - - T304U#-CM 0 * CMT30404 - - l I --- --------------------------------I' 1/4" = 1' - p.. SHEET TITLE: l0'-0" lO'-O" Sy2" I I 201-0" FIRST FLOOR 1 "mmkST F- LOOR' PLAIP40- PLAN SCALE: 1/4" = 1' -0" SHEET NO: FIRST FLOOR w/GARAGE = 2,"55F NOTES : I) LVL = 1-5/4"x11-1/5" MIGROLAM "Es" ID"' 2) MINIMUM HEADER = (2)2x10 ASPHALT SHIN6LE ROOFING ON BUILDING PAPER ON g/4" PLYWD. DECKING 4111-011 I I 22'-3" 211 Ia1-I" 2 1_011 GABLE RALINC PER ER SPECS. ANCHOR P05T5 SECURELY INTO FRAMING DETAIL IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS 2x6®1611 WALL FRAMING, TYPICAL, v4/VAPOR SEAL Z 4 BATT INSULATION, %" EXTERIOR GRADE Q PLYWOOD SHEATHING, BUILDING WRAP, AND CONCRETE STUCCO ON WIRE LATH - OR - J VERTICAL SIDING. SEE ELEVATIONS Roof= GK 611 611 •9Ll i CMP3040 CMP3040fMM7PP -- --P3-0-4 C—M—P3-0-4-0—C—M—P3-0-4— 0P3040CMP3040 CMP3040304 P304 CMP3040 CMMOM --------------- (5)a-1/2"xl- /4" LVL 1 (5)2x10 HDR. (5)2x O HDR. (5)2x10 HD . ♦ I (3)2x8 /(215oe"x7" / ROOF SHIN6LES 4 g/4" PLYWD. th a STL. PL. FULL H6T. ' O DEGKIN6 14- , (2)2x8 (I)�/8"X711 i \ (2)II-'1/8"xl-3/4" LVL RIDGE I F_ ♦ r 5TL. PL. FULL HOT. 4 � I -- (2)'4" TIMBERLOK CONNECTORS ♦�J,� I I p I / \` O d(X, � N I U %Z ���/ kNOOD al MA57ER FLOOR 2X10®Ib" ROOF RAFTERS ! ` N c 1 = r BEDROOMa•�' � m I♦ 1 / i I — 2x10®Ib" R.R. rE717 O Q Tupper) part ♦ L I Y I I O ROOM / _ 2x10®Ib" R.R. Ia ��-6" bl-o" 51-711 Lo 3y2" 1 ♦ 3y I I / I I I F- 51_5y211 1-loy2" '-4" I 2x6®48" HANGERS BETWEEN I I (2)II-7/8" LVL RIDGE ' RIDGE 4 GEILIN6 JOISTS - - �- - - - - BEAR HIM 4 _ �9 I ♦ RAFTERS ON WALL i 2x10 PLATES ON TOP OF 06 Z• Q I 1 STRON6BA K FOR G.J. ' PLYWD. DEGKIN6 i m a �o ''II//11 j SEE DETAIL THIS SHEET y Q 5./ 1 2'-O I ; 0 I :'N u > DN I fx ♦` { / W -�• woG�zu i I I \ � W• W ,� wcq p (2)2x10 STRONSBACK. PROVIDE I 8 N ' W• Ncl Y4"x211 TIMBERLOK CONNECTORS I NALK—I N SEAT AT EACH 2xb HANGER I CLOSET o a I �� vl 0� m I WOOD STAIR 4 HANDRAIL I O 1 ♦ A/Z � cn. WOOD I x i FLOOR \� i TECO EACH SIDE OF 5TRON6BACK �_ i a��\�' ry 0 2X10®I6" CEILING JOISTS � I / I ♦ � I I m I _ 5 2x L 5H _ (5):2).10 HDR �7C,r _"`r OVERLAP GEILIN6 J015T5 1210. I = �, {0 PROVIDE (6)I0d NAILS, EACH SIDE I / r��e M T iz �9 CPO 0 0 3 a Dip 05 P O MUCK a ry+0N H Lo .� S% T lwm"h 0 il%mm B A �� _ l' -0" ry I U HEA ER SCALE: 1 1 -0" I / CMT3050* CMT3050* ♦ i v PROJECT NO: 1713 --------- ------------- -------- DRAWN BY: TS CHECKED RTI I D 9. G Z! I 11 1 11 I II 1 11 5y211 C�/211 5y211 20 0" I 1/4v§ = 1' - 0" SHEET TITLE: STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. PROVIDE REOV. FLASHING 4 COUNTER-FLASHING FOR 1 WEATHERTIGHT CONSTRUCTION SECOND SECOlmij FLOOR PLAN- FLOOR SCALE: 1/4" = -0" PLAN 1' SECOND FLOOR = '125 SF SHEET NO: NOTES : 1) LVL = 1-5/4"x11-7/8" MICROLAM 2) MINIMUM HEADER = (2)2x10 ir% mi� mml� r% r�� WOOD FRAME CHIMNEY w/METAL LATH t STUCCO FINISH. PROVIDE LF-65 IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO t.:',•• ACCOMMODATE METAL FLUE TERMINATION BELOW. PROVIDE REQUIRED FLASHING AND COUNTERFLASHING, 12 WEATHERTIGHT c _1�oe_� ASPHALT SHINGLE ROOFING ON BUILDING PAPER ON 5/4" PLYWD. DECKING STANDING SEAM METAL ROOFING AT LARGE CRICKET I BETWEEN WALL 4 ROOF. PROVIDE REO-D. FLASHING 4 Ix8 PVC FASCIA BOARD ON SUBFASCIA ON ROOF COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ixb PVC FRIEZE Ixb V-GROOVE T46 CLEAR CEDAR SIDING ON s/e" IM PLYWD. 5HEATHIN6 (SEE DETAIL) PO4 30-4 O PO4 MPO I FGF 11 10* I [ III I I III I I I I I c) GABLE RAILING PER SPECS. ANCHOR POSTS SECURELY INTO FRAMING ''- : IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE '.. ` ROOFING BELOW. SEE DETAILS 1x8 PVC FASCIA BOARD ON SUBFASGIA ON ROOF �= P 04 MP 0W11"04( 'J\MP 0 P 04 MP 0 { RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS ------ n — OOR .; Ix8 PVC FRIEZE BOARD CONGEALS DRAINAGE FROM ROOF DECK ABOVE. SEE DETAILS J PVC GLAD PORCH COLUMNS J• ~,, , O ALUMINUM GLAD WINDOWS PER SPECS, w/%X4" PVC GA51N6 AND 2" SILL. SEE DETAILS AT STUCCO FINISH :. T 05 CMP5056 MT 05 FGP 80* FGP 080 FGP 080 FGP 080 O }...:`•, ti - :t ' CONCRETE STUCCO FINISH ON GALV. METAL LATH w/REO'D. UNDERLAYMENT. PROVIDE APPROPRIATE IPE DECKING ON TR. WD. FRAMING. PROVIDE PVC FINISH +' +V \ DETAILS FOR DRAINAGE AND WEATHER-TIGHTNESS. FASCIA BOARD AT EXTERIOR ,. SEE SPECS AND REVIEW DETAILS w/ARCHITECT. tt.. . O ,. , .,: +10.0 let FLOOR —————————————————— _ —— — — — —yam— _— _ _— _— .tL._L _' .r,r•ra,•�'�_• �a —,,k..i.,— 9-.,—j..J•�.,�..'....li...— __—__—__—_———__— i t:'..� •• i W STUCCO MASONRY PIERS REO'D. DRAINAGE RE6LET AT JOINT BETWEEN MMASONRY 4 FRAMED WALLS PVC LATTICE IN 3-1/2" WIDE PVC FRAME O FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. y 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 Q I I I I I I I I I i I I I m J L— J L_ J L_ J L— J L_ r r I r r r I r �/ FOUNDATION BEYOND -----J L------I L—————J L—————J L—————J L--------------------------------------J SOUTHmEA SCALE: 1/4" = 1' -0" ad Z• . � a ° C o > LV —�• w z W < ~ Q z u W• czi uP v oefi In c 12 a W) o b� W. N � ASPHALT SHINGLE ROOFING ON BUILDING PAPER Q ON s/.F" PLYWD. DECKING � 0). STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. PROVIDE REO'D. FLASHING 4 COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION Ix8 PVC FASCIA BOARD ON SUBFA5CIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ixb V'-GROOVE T46 CLEAR CEDAR SIDING ON /8" PLYI^ID. SHEATHING (SEE DETAIL) 3 50* M 30 P3 50 P E5C P3 50 M 0 MP 05 CM 30 , i N 2" THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. SEE DETAIL FOR FLASFfIN6 BETWEEN ; \ / STUCCO AND WOOD SIDING I09.-00 2nd FLOOR —————————————————————————————————— �:--T.�:.,t;, _Z .—.i.::.•,_••.:_.i—'�.a:L•�r.:.—J i_'=.—'`_•— -r m' .. `t:; ——————————————————————_————————————— ;'w:v PROJECT NO: r 1713 CONCRETE STUCCO FINISH ON GALV. METAL LATH w/RE(2'D. UNDERLAYMENT. PROVIDE APPROPR ATE F64 DRADETAlILS FOR DRAINAGE AND WEA MT 0� TS SEE 5PEG5 AND REVIEW DETAILS w/ARCHITEGT . MECKED 13Y: 3 50* M 30 .;._4`: ':`' m reel40 MT 4 MT I DATE: 2 Z/ •T' CI' AT AREA WHERE G 'l.:.. FINISH RADE O •; G MES ABO VE :. t TYPICAL HEIGHT O •, L F FOUNDATION,O PROVIDE �r' E 4 THK '.:,'' ,.. 4 AT AREA WHEIE 1E IL I H BLOCK OR U RE FINS GRADE COMES ABOVE L POURED CONCRETE, ',.: w A `::• /D MPPROOFING '•t• •t' ,• 'i 0 TYPIC HEIS HT H HT OF FOUNDATION PROVIDE 4 T K '•ti� ID H . B OGK OR L POURED CONCRETE w AMPPR OF N /D O I G .�,,:�. '<:• SHEET TITLE: I "t { IO.O let _ c..: FLOOR ------------------------------------------ ---•t. 17 TOP TYPICAL FOUNDATION ----------------------------------------- I ---------------------------- ------ _---------_--_---_--_-----------------------r----_-------- —t.T. :'r..�-.,.-..:mac�.r•ter. •-.•-.,;.,rw—�'�— ;'� ELEVATIONS TOP CRAWL SPACE SLAB I I I I ------------------------------------------ --------------------------- -------I-------------------------------------------- I I I I I I I I I FOUNDATION BEYOND I---------------------------------------------------------------------------------L--------------------------------------J I SHEET NO: EL m 1 A w' 10F%xTHs TION- SCALE: 1/4 = I' -Owl i•� Ar, .i .t WOOD FRAME CHIMNEY w/METAL LATH 4 STUCCO A:.ti :=•; '� FINISH. PROVIDE LEC75 IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO ACCOMMODATE METAL FLUE TERMINATION BELOW. ` PROVIDE REQUIRED FLASHING AND GOUNTERFLASHING, WEATHERTIGHT 12 ASPHALT SHINGLE ROOFING ON BUILDING PAPER b ON s/4" PLYWD. DEGKIN6 Ix8 PVC FA501A BOARD ON SUBFASCIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPE05 Ixb PVC FRIEZE I 1 1 .1777771 1 1 1 1 1 1 ITT7 I I 1 1 17T — — — LINE OF ROOF CRICKET BEYOND 0000 Z Ixb PVG FRIEZE, CONTINUOUS AND IN SAME PLANE AS PORCH BEAM J PVC GLAD PORCH COLUMNS O Ix6 V-EiROOVE T46 CLEAR CEDAR SIDIN6 ON "'/8" / PLYWD. 5HEATHIN6 (SEE DETAIL) / \ ^ Z 2" THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. O SEE DETAIL FOR FLASHING BETWEEN STUCCO AND T 4 J15'6 MT 05 CM 3 WOOD SIDIN6. NOTE THAT SILL IS NOT AT SAME LEVEL IN ALL ELEVATIONS t•' 10 IDE 8 GH OVERHEAD G RA6 Q W x HI OVE A E DOOR IPE DECKING ON IN .,' TR. WD. FRAM G. PROVIDE PVC, FINISH w AUTO MATIG OPENER PER SPECS moi. .,+'.. •• 1+ / `.••� '�, FASCIA BOARD AT EXTERIOR O -• —� 's- t-�.:— -- ,-� -�'-��•� — > — ---- --------- +10.0 let FLOOR .r�-1':y ----•}. ,..�.r —..•.t—••r' —.., — —,` --- ------- ------- — ------------------ ui J• . ..i'. i. REQ D. DRAINAGE RE6LET AT JOINT BETWEEN :r �.. . .. •��' �.�• ;•� STUCCO MASONRY PIERS _. O MASONRY 4 FRAMED WALLS 4 :•<i, PVG LATTICE IN 5-1/2" WIDE PVC. FRAME I I I I I I I I I I 1 FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. m L----------------------------------------------------------------------------------J L-----J L-----J FOUNDATION BEYOND %Am ah "wmh' U ml" H WE S TAN ELEVATION' SCALE: 1/4" = 1' -0" off z• . •'i•, .,. W -j• F Z W W• H w c Q r 0 N 2uj• N = ,� ASPHALT SHINGLE ROOFING ON BUILDING PAPER Q r 12 ON s/4" PLYWD. DEGKIN6 `= b� N N. Ix6 PVC FASCIA BOARD ON SUBFA5CIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ix6 PVC, FRIEZE 01, T4 T4 T4 T4 2 THK. FVC SILL MATERIAL, CONTINUOUS AT WINDOW. SEE DETAIL FOR FLASHING BETWEEN STUCCO AND GABLE RAILING PER SPECS. ANCHOR POSTS WOOD SIDING. NOTE THAT SILL 15 NOT AT SAME SECURELY INTO FRAMING LEVEL IN ALL ELEVATIONS IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS ' ..j. D� z , ,. ,' 2nd FLOOR PROJECT 1-7 .•<• T NO: '•G 11 73 DRAWN BY: V. / : • "" \ / ' \ Ixb V-GROOVE T46 CLEAR CEDAR SIDIN6 ON s " 71 W PLYWD. SHEATHING SEE DETAIL) TS T 4 T 4 �:. . :<. .' T 4 T 4 `•t, ,.7•A `•r 71 .. CONCRETE TE: STUCCO FINISH ON 6 V ME AT }•: r AL TALL H ,3. < w Q D. UNDE A MET V /RE RL Y N PROVIDE APPROPRIATE n " ,.t; c t' 1/4 1 r..yr � R PEGS. ANCHOR POSTS GABLE RAILING PER 5 P T 'r '•... DEA - '<.• "r..• DETAILS FOR DRAINA E AND ••t G A WEATHER TIGHTNESS. >:.' t = MI E '•>'' SECURE Y INTO FRA NG B LOW ';' L �•; SEE P •:,� '•..• 5 EGS AND W '•.�•• REVIE DETAILS w ARCHITECT L �•:. :<.•• SHEET TITLE: _ let F OOR L STEPS WIPE TREAD5 4 PVG RISERS 4 TRIM. PROVIDE ! + GL05EI� PANELS UNDER STAIRS 4 AT EDGE PORCH. '':,.' <' :yt• I I PROVIDE HANDRAIL STAIRS, ONE 51DE :'• :` �' I i ELEVATIONS Al ',• ,.:.::; :.' I i CRAWL5PAGE SLAB -------------------------------1-----------I--------------------------------- FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. FOUNDATION BEYOND I I I I I I I F—J L—T—J L—, r L-----J------JL•----------------------------------------------------------------------------------L----------J SHEET NO: NORTH =EAS` � E L Em VA T I SCALE: 1/4" = 1' -0" REY1510N5 ASPHALT ROOFING SHINGLES ON O# BLDG. PAPER ON 5/4" PLYWD. DECKING ON 2x I O®I 6 R.R. 6 SPRAY FOAM INSULATION FOR 'HOT ROOF'. SEE SPECIFICATIONS co > Z At I J O DWARF WALL TO SUPPORT HIPS Q (3)2x10 HDR's w/51MP50N HU00210-5-SDS TECO CLIPSI x8 PVC FASCIA ON 2x8 SUB-FRAMING _ Q } STANDING SEAM METAL ROOFING O r } r VOIDW — o ;. I I SPACE ASPHALT ROOFING SHINGLES ON � M30# BLDG. PAPER ON 3/4" PLYWD. _ > DECKING ON 2x10®16" R.R. }- <- OM GYP. BD. ON CEILING m z - AND WALLS T`(P.) } � I I � ROOM �� 2xIO O PLATE OVER R.R. N I I 2nd SUBFLOOR/KITCHEN PLATE k X_\ »;y \J) �_X_�� '_ x_X X _. X_.X Oi Ix8 PVC, FASCIA ON 2x8 _ SUB-FRAMING (3)2x10 H R'e, w/51MP50N HUC,0210-5-SD5 GD GLIP5 I x6 PVC T 4 G SOFF I T } 2x6®I " CEILING JOISTS FOR = r LOwE CEILING THIS AREA I I I x6 V-GROOVE T G CLEAR DINIMCEDAR SIDING ON r/8" PLYWD. _ SHEATHING (SEE DETAIL) 06 Z. { ULL HEIGHT LITCHPLATED TUDS PER OR PLAN = O N Q• M PVG SILL w/FLASHING K> Q BA7H _ HAL /51MPSON H 210-5 TOP 4 � � J �• o � n TTOM a >- _ } FIN 1 SH FLO PER SPECS = GONG. STUCCO FINISH ON w Z 3 = MESH ON E/8" PLYWD. Lu. Q W 9/4„ PLYWD. ON /4II PL . SUBFLOORCD TILE MUD SLAB ON SHEATHING (SEE DETAIL) a N ON RE XED FRAMING w• N 2 M ,1' V c { -TN +10.3'Ist SUBFLOORNam : - - _ N• - - - _- +1.2' TOP FOUNDATION _ i: 'LL ,. r,•yJ;„y y y'M1;kV •'„mss t p ., � .ty.`j: — — M1{:r: TJI FLOOR FRAMING PER PLANS 2 THK. GONG. RAT SLAB �M ; ` ,.; ; +7.�' FINISH GRADE y: :;::,; .A. • - Y : .•5.:7.' tiR•.•Y Ili�'• �..1..t: C. (~ r ., 1w/SPRAY FOAM INSULATION : ..t-:,A,; �,:t•.;�>� ,,:.:,: +(o.4'.., ,N$ ,�t�, ky lt: y4y. r,r •; .7.4 54,E t •i, C. >.^ I•'. �: =.��' .ly. ���..: �H., 6.4SLAB / ..f;R',S! $:i•.'Y ,Y,.t / // / / i:+ : ..i / / ,i; j` / // /i //, � Y.•V; / / / / / / / / / / / / / / ' � // %' � � _ +5.4 EXISTING GRADE t \ ,�1 .,.-, r-,/• -� ,�, --y� � / � �:/_..,� ._1 \�� � /\ / �, - ..._ +4_4 TOP FOOT)NG (, r ( .f. '1, 1 \ ' a' sf \ \ ,y.,., 5.. ' .,.. •"a:•'' \ '}nim^. yyt. ..1 r: \ \ I .h J ' �' \ \ \ \ s \ \ \ \ \ / \ \ \ \ L 3.4 BOTTOM FOOTING PROJECT NO.: \/\ \\ \ \ \\ \\ \/ x\/ NX \/\/\/\/\/\/\ \/ \/\/ \� \\; \\/\/\/ \/\\/\ / \/ \ \/ \/\/\ / \/ \/ ' \/\/ \� `\,, \\/ \/\' \ % \\/\\. \/ \/\/ \/\\�\\, /\' ;' DRAWN BY: / / / / / / , / , / \ // //\/ \/ // // \ // /' / / / / / / / / / / / / / / / , / \/ / / / \' / \/ / / / ,//' \/ '\/ / / ; /\/ / / \/\/ TCS 91 0 [q /X /, X Xx \ \ \\ \\ \\\/ \ \, \ \\ \, \ \. \ \; \ \\ \ \. \ \\\ \ \ \\ \ \ \ \ \ \' \/\ \/ ! \/ \/\/\\. \/\\/\\/ \/\\/\\�\' \/. \/\/\\\\\/\ \/ \/\ CHECKED BY: / % \ / /% ', %' /�\%\\/\\/�\\/ �i \/ /\\/\\/ \j\\\\i\/\j\\\ \ \j\\j\j\j\j\/\j\j \i\j\ \j\/\ \/ \/\ \/\ REINFORCED GONG. FOUNDATION. EE/ /\ \ \ \ \ \ ' \ / DETAILS ON FOUNDATION PLAN / / / /\/ ; \' \ / / //,\// //\/i\ /i\ /i\/i\, , \/i\/i\/i\/i\/i\/i\/� \/�\ /i // // // // // /\ \// \/ //\ ` / , \ REINFORCED GONG. PIERS. SEE \ /\ / // //\ /\ , \� \ SCALE: \ .\\ \\\ \\ \\ \\\ \\ \ \/ \ . \ \ \ \ \\ \\\� \ \ \\ \ \ \ \\ \ \ \ \ \\ \ \ \\\;\\\ \ 318" = 1'-Orr '�\/ \\/\/ \ \/ \ \j\j \; \/\%,\ \\ \ \ \ /\ \ / \ \\ \ \ \DETAILS ON FOUNDATION PLAN ,\ \\ \�/\ '\\ \j\/, \\ \ \\ \\ \\ \\ \ \ \ \ UILDi 4v \ \ \ \ \ \ \ \ \ \\\ \\ \ ' \\ \\ \\\ \\\ \ ` \\\\\ \\ \ SHEET TITLE: _ / / � SCALE: �s -o /� /� /� /� /� /� -i /i /j •// // // // // // /i //' /j /j \\ ij,\!% .\ \ / ,/i // -/ // // \// /\, / \ / \ \/\/\/ \ \/\/\ /\/ \/ \/\/\/\/\/\/\/\/\/\/\ /\ �\ \ \ \ / \\ \.,/\ \ \ \ \ \ \ \ \ /\ /\ \ BUILDING \ \ / \ N\ \X \\ \ \ \ , \ \\ '\\ \ \ \ \ \ \ \ \ \\ \? \ \ \ \ \ \ \ \ \ \ \\ \ / \\ \ \ \ \ \ ' \ \ \ \ \ '\�\ \ \ \ \ SECTION 'A' X\vIxXK�\�N\\\�Xxx\\<?\� -�x\-/x X\ xx// ,\ X x /\X>// '\\/\\ \\ \ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ X,\/ \ \\ . /\\/\\ ' \\ \\ \\ \\ �\ \\ \ \i; \ % \ ;, \ ` % \ SHEET NO: uee■ VISIONS ASPHALT ROOFING 5H I NGLE5 ON 30# BLDG. PAPER ON 5/4" PLYWD. DECKING ON 2x I O®I 6" R.R. SPRAY FOAM INSULATION FOR 'HOT ROOF'. SEE SPECIFICATIONS 12 Z SEE 2nd FLR. PLAN FOR 51ZE AND 6 LOCATION OF FLUSH HEADER AND 'r I G 0 OTHER FRAMING INFORMATION J O F- D O Ix5 PVC FASCIA ON 2x8 5UB-FRAMING a GYP. BD. ON GE I L I NG — —' O Ix6 PVG T4 G SOFFIT uj AND WALLS (TYP.) / \ W MASTER �-IASTER \ GLASS DOOR w/PVG CASING TILE FLOORING ON 2" MUD SLAB BAT _ 3 �� � � � BEDROOM � GABLE RAILING w/PVG POSTS, ON /4 F LYWD. 5UBFLR. ON . / 5E0URELY ANCHORED AND FLASHED 1-1/2"@16' LVL FRAMING IPE DECKING ON TR. WD. SLEEPERS sONO. rTUGGO FINIa-H ON MESH ON ON MEMBRANE ROOFING ON 5/4PLYD W . SHEATHING (SEE DETAIL) 10r PITCHED DECKING. SEE DETA I L o 2nd SUBFLOOR 7-I/2" LVL FRAMING w/SPRAY FOAM / INSULATION 2x6@16" CEILING JOISTS FOR = \ LOWER CEILING TH15 AREA VINYL GLAD WINDOWS w/PVC CASING. SEE PLANS DETAIL SECTION GUESTIE GUEST °� Z. BEDRO = BDR001"t a• 01� r o CLOSET L-AUNDR`I' �. o WJ• FZwa 2 Q Z LL TILE FLOORING ON _- L = w } MUD BASE _ M W• a a i M WOOD FLOOR PER SPECS. GONG. STUCCO FINISH ON MESH ON INCREASED HC-7T. FOUNDATION > 5/8" PLYWD. SHEATHING (SEE DETAIL) a - ? +10.3' 1st 5UBFLOOR `n• WALL A'r HIGH GRADE AREAS. _ _ SEE FOUNDATION PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ %.:..r :.r:r: ,; 'r:f• PROVIDE REGLET DETAIL IN 5TUGG0 /� \ /�\ /� //\// \/ wir- 'x.- ` TJI FLOOR FRAMING PER PLANS «<<r AT FOUNDATION/FRAMING \\/ \//�REINFO :GED GONG. FOUNDATION. SEE/ / '`" 2" THK. GONG. RAT SLAB GRInIL. Si� G � ` \ \, ��r �. _� �*�' . ; w/SPRAY FOAM INSULATION • , •- , i DETAILS ON FOUNDATION PLAN .\ \ • ;, N 'j;; s'�t: �y:L ,r : .A .= `'? �. . @ --rte r--.— ':�.. / / /X / �% /// � %_/� �� � /� . /�/� y / �--/-� / -�- \ , 'i /� _� \-,', ' , +5.4 EXISTING GRADE /\ \ \ / •.r /\ /\ \ \ \ \ \ / \ /� tip;' \ \ \ / \ \ \ \ \ \ \ "T> / i \ / '\ / \ / \ /\ \ / +4.4 TOP FOOTING / \ a s•% '•:lid+. '\ / i* \ M X 1.: \ / l \/ \ \ i \ \ ,;,:,.: • :.: \ \ \ BOTTOM FOOTING \/\�\� \�\\/ \/ \ \ �X --/x \\/ \' \; \�\\/ \'. \/ \: \:'•. \ \ . PROJE T NO.: \/\/\/ / \�\� \/\/\\/\�\\/\�\�\�\/\/\/\/\/\/\/ / \\\ \\/ \/\/\\ \ D RAW N BY: \/\ . \\ \\ `\ \\ \ \\ \ \\ / \ \ \\ \ \ \ \\ \\ \\ \\ \\ \\ \\` `\ \\ \\/\/\/ \ \\ \\ \\ \\ \ \ \ \ \ \\/\\ \� \/\\ \ \, \ TCS / / / / / / / /,' / \// \/ / / \/ \/ / / / / / / \ / \/REINFORCED GO C. PIERS. SEE / \/ /\ : / / / , \/ // // /// // // \'/ / / / / \\/ ; \ ' \ ' \ \ /\// \/ \/ / / /\\ \ \/ \/\\/\/ /\. / /\/ \ \ \ ' \/\/ \ / \\/ / \. CHECKED BY: \/\/ \/\/\/ / \ /\/ \ / \ , \ , \ ; \ / \ /\\ \ / /\ /\ \/ \ \;\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \• \ \ \. \ \ \ \\ \ \\ \\ \ \ \ \\ \ \ � \ � \ ,DETAILS ON FOUNDATION PLAN � . \ '.� \ / \ � \ \\\ \\ ; \ � \\ \ \ \ /\\ ' '\ \i \ '\" '\. / /X, / / / /j DAT 11-011 // \ , / / // // // /i0// \/i\/i\ // // // // // // /\' \ // ,/ SCALE: /X>/,X // xxxx\// UILDIN \/N\\, \ /\\x/\ V /V//// / / \ SHEET TITLE. \ \ \ / ` / SCALE: 3�s�� _ �� -o" \/\ \ \ \ /�/ / , \ \ \/\� �,\ � X/ \ \ \ \ \\\ \ \ \\ \ \ \ \ \ \ \ \ \ � \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ BUILDING \/\/\/\\\ \ \\ \\ \\\ \ \ \\ \\ . \ \, \ \ \\,\\ \ \, \ \\ \ \\ ,\\\\ \ SECTION B /\\ /� \/ \/\// \ \ \ ��./\ \ \/\ \/ \/\/ \/\ \. / \/\/\/ \ / \/\/ \/\./j\/ \ //\/ \. \ \ / \ / \ \X \ . \ SHEET NO: �/\">>/ \ \ \ \\ \ \ \ \ \ \ \ \\ \\ \\ \\\ \` \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ \ \; \ \\ \\ \\ \\ \ \\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �ISIONs Z D J O F— D O ASPHALT ROOFING 5H I NGLE5 ON 30# Q BLDG. PAPER ON 3/4" PLYWD. 0 DECKING ON 2x I O®16" R.R. oopw W 5PRAY FOAM INSULATION FOR 'HOT O 12 ROOF ROOF'. SEE SPEGIFIGATIONS = T I oao GYP. BD. ON GE I L I NG AND WALLS (TYP.) I x5 PYG FASCIA ON 2x8 x6 V-GROOVE T 4 G PVC 5US-FR,4M I NG P\10 CASED BEAM -11N6 I x6 PYG T G SOFF I T } w/AUTOMATIC SCREEN I I N6 R M d- PROVIDE s/8" TYPE 'x' GYP. BD. I xb V-GROOVE T46 CLEARMEGHANI5M. SEE DETAIL — = ALL SURFACES IN GARAGE _= CEDAR SIDING ON 5/8" PLYWD. cv _ SHEATHING SEE DETAI Z �. SCREENED _ KIT HN PYG SILL w/FLASHING a• PORC, _ 4 Y � GONG. STUCCO FINISH ON "' ° TILE O MUD SLAB ON %' PLYWD. GARAC7E _ d o M 12"x 12" PVC CASED ON REDUCED FRAMING -(y MESH ON s/8" PLYWD. W -'• W Z STRUCTURAL COLUMNS 5HEATHING (SEE DETAIL) M W. u W Ln FIN 15H FLOOR PER SPECS " THK. RE I NFORGED GONG. SLAB I NCREA5ED HGT. FOUNDATION WALL AT H 1 GH 2w. a N _° x4 IPE DECKING PER 5PE05 ON = ON 3/4" PLYWD. 5UBFLOOR 2" THK. RIGID INSULATION - GRADE AREA5. 5EE FOUNDATION PLAN Q 0en TR. ND. FRAMING PER PLANS 'd — — — — — — — — — — — — — — — s +10.3' let SUBFLOOR y..r. - - - - - - -- - - - - ,,::la _•:: - - - - - - - - - - - - - - - - - - - ;r<<.,; - - - - - - :;k., - - - - - - - - — - - - - - - - - - - - ;," E - - - - - - +Q.2' TOP TYP_FOUNDATION 2 THK. GONG. RAT SLAB + .. .,r 'w'; SYR„ t _r- // j/ /\\// 6.6�GARAGE SLAB \ c G ✓. �>�r .;Zlt` s'1!i'K d:�:Jy, ,':t.• ..r..c- •'� i�/Ta -,L —� �.� " ._ — — ,— — — � t�..� vrp^ \<��Xxxx n\\\ 16x� ?\<�\�Xx/\\\x\?\<� r y' f.": :A': >v+'.� L r •,i'^•.::• 'L7 '7`:.w :y,. •:P i t' _ • `r \ \ / \ / / / baa / , / / \ \ -'i;, "':•. < h \ \ \ X/, / / , / r / :f• ry: / ��'1iT 1 1 1 \� _ /_\ +5.4 ExISTii�5 GRADE , '•t,. \ \ 11"1,: \ \ !A: \77 /X N � \ •\ !.� � \ \ \ \ \ \ \ �\ \ \ \\� \ \ \ \ \ \ \ \ � ! - -� ,� i/.� � ,-% �•- � �/:1 ,��/�' / �� ��/ `:Y:: .�r� -, \ 4.4 TOP FOOTING ,n •!v T' , 1 .wy„ v vs' .•t .h / \ \ \ :. \ \ \ \ \ ar \ ,;;;. .F'v � � \�,- — — .y • r,: ._' �.� _.-., \,� � 3.4 BOTTOM FOOTING \ \ \ \ \ \ \ \ \. \ ' \\ \\ \\ /\X, ' \\ \\ \\\ \\ \\ \\ \` \\ \\ \\ \\ \\\ \ \\ \/\N1\/\ \ \. \\ \\ \\ \\ \\ \ \ \ \ \\ \\ \ \ \/ PROJECT NO.: \ \ \ \ \ ; \ \ \ \ \\ \\ \ \ `\ \\XX\ \\ \\ \\ \\ \\ \\ \\ \\.\\ \\ \ \ \ \ \ \ \ \\� \/ \/ \ \/\\�\\�\\/\/\\/ \\/ \\\\ \\\ \\\ \\ `\; \ \ \ \ DRAWN BY: \ \ \ \ /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \ \ /\ \\ \\/�//\,/>//;\?// REINFopzorp\ GONG. FOUNDATION \\ \ \/,; /\\ TCS // // // // �, / / /� \/ //i ///\// // // // // // // // // // /// // // // // // // /� ,// / // // , „ � N. SEE/ /\ /\// / /\ / / / / / / / / / / / / / / '/ \\ ' / \/ / /\ • \, \ \/ /DETAILS ON FOUNDATION PLAN \' '� / \;; \\ CHECKED BY: /\/\/\\/�\/\/\,/ \\\\ \/\/� / \/ \� \\\\/\\\\\\\/\/\?\<x/\\\/\/\ \ \�/x\\�/ \, \\�. \\ ' \\/ \\;/\\, \\/ \� \/ \/\\,'\ \ /\\';/ \\/\\i'� DAT \\ \\ \. \\,.\ ;\ \\/\\ \ \,\\ \\ � \\ \ \\ ,\\/\\\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ ,\ \\ , \; \ \ \RE I NFORGED GONG. P I ERs. SEE;\\ \./ \,\, \ ��/Xxx// \\., / \, / / / / /\ / / / \\ / / / /\.�•\ //\ DETAILS ON FOUNDATION PLAN %/< // // � /, \//\//\� \ //'\.,�/\ ,/,�\//\ .,//,�,, ., ,, , ,/ SCALE: /\ B \ \ \ \ \ , \ ; \ \ ' \ \ \ \ /\ 3/8” - 1 -0 \ 1L / / //X /x / / / / \ /\ /\ / /\,/�\�<\xxx/x\\ ./ / /\ / \\ \. / // // \/\ \,/ \� SHEET TITLE: SCALE: 3/8 0 X \ X N\\ X X X / / �// \>/' �/<//\ /�//\-�//\ / X \,X /\X/\>// //> /X X\ X�\\ X<X\ \ \ \ \ \ \ \\ \ \ \ \ \\/�\\/\\ \ \ \ SHEET NO: \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ '\ \ \ / \ \/ \j '\ \ \ \ \ ' \ XX K x/ /��;��Xxx/xxxx//X\\�� x / \ ASPHALT 5H I NGLE ROOF ON 30# BLDG. PAPER ON 3/4" PLYWOOD DEGKING ASPHALT SHINGLE ROOF ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING BUILT-UP WOOD HEADER PER PLANS 211 x5"xy4"xV/4" WIDE ROLLER MOUNTING ANGLE 4" DIAMETER ROLLER <) Lu I x& PVC FASCIA w/FRAMED BACKUP I x8 FAINTED PVC FASCIA, SOFFIT AND ROLLER/BEAM CASING. PROVIDE DADO'ED, NON-MOVING, GLUED JOINTS x6, V-GROOVE T f$G PVG SOFFIT, r- REQU IRED ROLLER CAVITY INSTALLED PERPENDICULAR TO FRAM I NG - uj- 2'-O" 5/4x6" PVC TOP CASING/FRIEZE 10 3/4 5y2 5/Vco 211z Z UJ " VINYL GLAD CASEMENT WINDOW PER PLANS AND SPECIFICATIONS J O Z SECTION DETAIL M II`_ PVG EXTENDED SILL. PROVIDE PAN p FLASHING UNDER WINDOW, WATERTIGHT. to PROVIDE PVC APRON BELOW Ix PAINTED PVC COLUMN CASING Aar& Lj Q 2/64"X 13/g" RECESSED SIDE TRACK, 0 STANDING SEAM LEAD COATED COPPER ATTACHED SECURELY TO BLOCK I NG -I W ROOFING ON 30# BLDG PAPER ON 3/4 - PLYWD. DEGKING ON 2x8©16" ROOF RAFTERS CENTERLINE OF ROLLER ABOVE p LINE OF BEAM CA51 NG ABOVE I m (3)2x8 FLUSH HEADER, w/TOP EDGE BEVEL ROLL DOWN SCREEN Lj OUT TO ALIGN w/TOP OF ROOF RAFTERS. PROVIDE &ALV. TECO FRAMING ANCHORS � 12 3 BOTH ENDS PLAN DETAIL (CO S R- L I A L I U TO M­ �e A AT SCALE: 3/4" = V -011 .D LEADER PER SPECIFICATIONS ON I x8 PVC FASCIA, w/BLOCKING AS REQ'D. N a • If MULTI PANEL SLIDING GLASS DOOR OW w/VINYL FINISH J �W>-x x6 V—GROOVE T$& PVC GE I L I NG BE L w a j ATTACHED TO 2x68 16" GEILING JOISTS =a z" I X4 iPE DECKING BLIND CONNECTED w • c7:7Li RAILING w/ALUM I NUM POSTS, w .a cj o a TO REVERSE TAPERED SLEEPERS M 2" GONG. STUCCO FINISH ON &ALV. MESH ON ANCHORED SECURELY TO FRAMING N= BELOW. PROVIDE 5TAINLF-55 STEEL MEMBRANE ON 3/4" ACG PLYWOOD ON a F- • 5/8" PLYWD. SHEATHING, PER SPECS. GABLE RAILING PER SPEC I F I GAT I ONS TAPERED ACG SLEEPERS ON WOOD M FRAMING BELOW. SLOPE UNIDERDECK N N • J Y4": 12" TO FRONT EDGE (3)2x6 POST, ANCHORED TOP f$ BOTTOM EPDM RUBBER MEMBRANE UNDER DECK � w/GALV. FASTENERS, CASED w/PVC UNDER DOOR SILL, w/ALL JOINTS SEALED WATERTIGHT THRESHOLD STRIP AT DOOR `o WOOD FLOORING ON 3/4" THK. PLYWD. SUBFLOOR BLUESTONE PAVING, PITCHED AWAY FROM HOUSE, ON GONG. SETTING BED ON 4" THK. m REINFORCED GONG. SLAB, w/ HAUNCHES STEEL BEAM w/TOP ALIGNED w/TOP BOTH SIDES. PROVIDE REBAR ANCHORS OF FLOOR JO15T5. PROVIDE BLOCKING ON BOTTOM FLANGE FOR PROJECT NO: TO FOUNDATION SUPPORT OF FLOOR JOISTS �� 3 DRAWN BY: TCS CHECKED BY: - _ _TJF FLOOR_FRAM I NG SUPPORTED ON .f ..: ...:, :' •;'. . '��'. ' \; `\ BLOCKING w/BATT INSULATION DAT '"{ ► _�GYiP. 'BD. .FINISH)BELOW 01 10 SCALE: - - - - - - - - - - - - - - - - - - - - - - - - AS NOTED •.: is ;i•;:• SHEET TITLE: GONG. FOUNDATION ENGINEERED TIMBER FLUSH GIRDER LVL FRAMING PER PLANS. PROVIDE PER FLOOR PLANS 3/4" EXTERIOR GRADE PLYWD. WALL ' DECKING 4 SPRAY FOAM INSULATION • : : '.::� SECTIONS MULTI PANEL SLIDING GLASS DOOR 4.. PN/VINYL FIN15H , , •R SHEET N0: if- rfft 0 AV% Jo%TION R00 ' RO N "521 4' 1 F (L; n A t �� D IWA L LP' S r. 0"E� 0 m '00fth' v D E T I L %""I IN" SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 2x6@)16" STUD FRAMING w/INSULATION THK. EXTERIOR GRADE PLYWOOD i WATER RESISTANT BARRIER, LAPPED OVER FLANGE OF HEAD METAL FLASHING 5/4" THK. T�G, V—GROOVE WOOD 51 D I NG PER SPECS. METAL FLASHING i PVC SILL, CONTINUOUS AT WINDOWS, AND BETWEEN WOOD S I D I N6 AND STUCCO FIN 15HES 2x6 BLOCKING AT WOOD / STUCCO JOINT GAS 1 NS BEAD / PLASTER STOP ry+i'•` Q WATER RE515TANT BARRIER J SELF—FURRING GALVANIZED LATH _ �JO 1-1/2" THK. GEMENT PLASTER STUCCO p w f= r w/SMOOTH FINISH Q 1r.•l•i, W WATER RESISTANT BARRIER, LAPPED OVER FLANGE OF HEAD METAL FLASHING Q r W. HEAD FLASHNS MEMBRANE, LAPPED OVER m WINDOW NAILING FIN " GA51 NG BEAD / PLASTER STOP METAL HEAD FLASH I NS 5/4x4" PVC TOP CASINO OVER 5/4" TREATED WOOD FURRING METAL GLAD WINDOW PER SPECS. 06 Z. r Li 0 c R Z u PVC SILL, CONTINUOUS AT WINDOWS, AND a °o BETWEEN WOOD 51 D I NS AND'STUCCO FIN 15HESD c- a CASING BEAD / PLASTER STOP '^ N V!• SILL FLASHING MEMBRANE INSTALLED UNDER WINDOW NAILING FIN WATER RES 15TANT BARRIER SELF—FURRING SALVAN I ZED LATH ,� '`F or t 1 1-1/2" THK. CEMENT / T PLASTER STUCCO r w/SMOOTH FINISH �e .. PROJECT NO: ;< 1605 WOOD FLOOR FRAMING w/SUBFLOOR, BOX BEAM DRAWN BY: TS CHECKED BY: ,ry•.. DATE: WATER RESISTANT BARRIER LAPPED OVER SCALE: SCREED FLANGE 3" = 1' - 0" _ SHEET TITLE: 'a d SALV. METAL SCREED FLANGE DETAILS a a. • r'•itij x CONCRETE FOUNDATION SHEET NO: U Cu" C 0- Fu` E mim A^ I LS- PNIN SCALE: 3" = V -0" ll�j BID & PERMIT SET REVISIONS %/22 FIXED GUARD RAIL 20'-O" 25'-0" 201_011 2xb WALL FRAMING ABOVE 8'-4" 8'-4" 4'-II" 3' 211 101-0" 10'-0 " I '— I PLYWD. SUBFLOOR SIMPSON GALV, CLIP +10.0 TOP SU5FLR_ — — — ANGLES - ALL FLUSH --4 I I It 31_2.1/11 31_211 I_ 11 —. _ — — — 2 ,•57 514/211 3 2 3'-?" CONNECTIONS (TYP) � `� I (2)2x10 TR. WD. + + ( to TRS. 10'0. —I 11-'1/8 TJI FLOOR FRAMING _ —�� — I I II I 2x8 TREATED WD. SILL, CONNECTED ��— _ TO FOUNDATION w/CA5T-IN-PLACE �_ I ——— L __ J FOUNDATION BOLTS ® 32" FAB. FLO D VENTS P R S GS, INSTALLED w/BO OM �_ �:� r—f— N �'��rr 8"x16" GONG. PIER ON ;" .' (2)#5 REBAR FL 5H w/CRA SPACE 51.A5 '�-�.:►"' I I .,1 ——— — 1 F 6"x36"xl2" THK. REINF. :' . ;? X ONG. FOOTING (TYP) � r- • _ • 8" THK. POURED GONG. _ I I I I (3)2x8 N t^V c) f.*t 4 .• z ''• FOUNDATION WALL ----- —�—r -- ---- ----- —� I N I---fe—J _ r_ r — r-- �—� ` r I I iv I I x = -cv FLOOD VENT. SEE PLAN I 1 L_ —J N � I I ( I I I �i p — — — — — t� SPECIFICATIONS •� _ I Z m m l I I I I I 2x8616" TR. WD. r , _ _ I I I I I 2" GONG. RAT SLAB N I I FLUSH FRAMED �— ———— L—__ J L———�J -------- +6.4' MIN. GRADE/TOP CRAWL SLAB ::; I O DECK JOISTS I I — — — — — — ———— I 2x8®I6" TR. WD. — - — � ;:� > !,,. tt) I I I ' x I I FLUSH FRAMED ry J /\/\/\/\ •;� fF I I N _ _ DECK JOISTS _ O •� 'y #5 REBAR ®12" VERTICALLY d � "� L HORIZONTALLY W I l211g �2g �2T— ib'-I"I 3111 31 / 11 6,-`�2,1. GONG. LAB,/ \ \\ F, \ \ COMPACTED GLEAN FILL m I = 10 PITCHED TO OOD DRAT 5 L ---- ---------- \ \ c:i \ .9 O I 2x10 TR. YVD. LEDGER 2x10 TR. WD. LEDGER O // - - - - - - - - -- - - - - - -- - U) \\ \\ \\ \\ K w; \\ I z 12" DEEP x 36" WID)= POURED I I � / / / / :'; '•:�.` / / GONG. FOOTING I I Q et / .' ' V• A•4 l�• ,• •- / -- --__- _- --_ -------- ---- _ I;i�,ti" .;v��1:wNl? ' ';..., •r,•:�E::�f,"i' ",j'},•:tit k�ti `�, I �I i u I •' •c •�' ,.;"'•f'�d�?:4v�,s; `Y.r:!'.""t.Ir•?Y;i:,�.: .,, ' #4 REBAR ®12" o% m I I 4'-4" 2 m Q ~ a-� I a I) -j ,>..•,�.le. r} •.>\v.-"L:tu .s•v::�J•.T ,}�t�• •..J: / ( \ � s � W PER (5)#5 REBAR I I r S I i0 dJ _ PREFAB FLOOD VENA Y4/BOTTOM N = I tr +1 is�i1i. x:.xi.$':al�}•. ,i��' •i.'..•, w�+K '•i. ,'i., j• }:v'+1 I +3.4 BOTTOM 'FTG. 1•;ia;• •i?:u r%:� SPECS, INSTALLED w O ,,/ • — _ — \ I iU FLUSH w/CRAWL SPACE SLAB � W 1 •' I c� W \//\ \\%\\% i� UNDISTURBED SUB-GRADE I I I I I w _ 31_0°// // // //�/ \/\� i 13-i/2x1 l /8 APB ,I 3 1/2x11-7/8 APB i ; I r o I z u I I , - I \AREA 12'-Q" 12'-q" !91_If1V211 ♦}1_411 I tL 'k ISH LO}^l SRA INC. �1 �J 1 IK ` /F /TILE IN ALL TIO ' I 11 i. F U IN D 'Am TION DET AUL. IONWHAT ED \� 8 xlb GONG. PIER ON � 1 n 1 I 1 ( 36 x36 x 12 THK. RE I NF. I -1 SCALE: 1" = 1' -0" I \ = GONG. FOOTING (TYP.) I , I I u-I r. ..... A — 1 �/ I� / 2 -1/ V — _j_ I 5-I/2x— I��' APB .I I . � I I 5-1/2x11-1/8APB I 1 1 — — ILJ — \ 'I, �� I I (2) SPAN CONTINUOUS I (21 ) SPAN CONTINUOUS x �1 I I I I I I I I i I >1 �' (V POSTS ABOVE i I °� Z• . I Q J I 1 cn a• M I d -7 I i I rl �- �I I I J �• Qo I I I -•s - I �`` Nor I y 5-1/2x11-7/8" APB ( _ w z —1——-i r�- —1 PROVIDE CLOSED CELL — — I — - I I I W J 'w a In z u ® J (2) SPAN CONTINUOUS = „ I I I I I SPRAY FOAM INSULATION — y /. f. ;I ,I `� I I W^ U W u II-7/8 TJI FLOOR FRAMING /.y 11 O / \ / \ \ — I W C w/SUBFLOOR, FRAMED z I \3-1�2 I /8 A B 3-1 2 I I-7/8 APB _ I ABOVE, PER SPECS �p I �' L= p I I a N N FLUSH TO GIRDERS O I — — I I I r' ARE VES I I fi Ll1• N _ — Q I I L_ _J PROVIDE 2 THK. GONG. SLAB, w/SHALLOW FRAMING i* +10.0 TOP SUBFLR. PITCHED TO FLOOD DRAINS FOR TILE INSTALLATION O I 10 � _ � SHOWN HATCHED � I TIMBER GIRDER PER PLAN 1 I I r, I I cn c�• . 1 I u OC I APPROX. LOCATION HOUSE r ` 1 .x�, �. l • ;•; � ,_..� �— —� SEWER OUTFLOW TO SANITARY :;• car{ • •�•: O i I —I I NHATGH/ i ' SYSTEM I i a A- I —I- --- ---------------------- -------------I q t y}i•a •h.:ti �•'S.• I — -------------------------- I - tu „• •L" it 7' •l;�% .y�`•�tit2y- S't t{ = I � I ''D ( I ��O� 11'} .0 l ,y� ,a:;; ,"• ..- 811x16" GONG. MASONRY Q I dJ -- --------------------------- REINFORCED v- I lL I r ra �^, * ver tV `• UNIT PIER, — I • r "' I I I I HIGHER FOUNDATION ALONG TH15 WALL z I a .Yc,9�. e�,�."• w/(2)#4 REBAR I I I I j ct� ;;. ::••�' ':<!`�r, I -� I I Q COMPACTED FILL UNDERIg +6.4' TOP CRAWL SLAB �:x+:.•, ' 'p 2" RAT SLAB I �---- -------------- ---- ---J L--- --------R-- CONC. ------------- ---J + _ I GOMPAGTE FILL UNDER I 1 I �11?350-� REINF. CONE. SLAB HIGHER FOUNDATI N ALONG THIS WALL • / ----------------- ----------------- ------------------------------------- PROJECT NO: \/ GLEAN, COMPACTED FILL I I I 1713 DRAWN BY: rt, y ;::'� '* ;•, ! .<:* 361MEMED BY: 1 11 POURED GONG. _o / '�' !•j' y: ;� �trt.++{,�,:,y ,. �•!i r..<•, 1},,�.�'� FOOTING I ________________ _____—__—_ ( - I 1 \ Y''�li�'}�••��''y�':;'L 'Y.i'. .�',•!,!✓;>r11; yy.. .f•Y S:JS,�iL�{A+��..I�'�, \/ ( .'i,u'^>C"fes,r.,:;,,�,;:'wr+�!',� ,;i:�:.s.y :.:.• ';'??`yi••"•iz". t,�,:-. I I ;c,,'. ;_;,;, ;,�, ,�, k.�j<�.• };: ,.,,.,. :" k'.t: . .,, . (4)#4 REBAR EACH WAY CA E: +3.4' BOTTOM FTG. 7t •; .t;v; ::.';•F ;, .4 ;r f y K+d �'Y.n••1, .j!{,A•b•� U �,•� 77 2/12/19 c::. +';, :�.... r_,,... L- ------------- HIGHER FOUNDATION ALONG THIS WALL I \ \ \ \ \ \ \ \ \ \ \ \ ---------------------------------- --I oil //\/ //\//\//\//\//\//\// UNDISTURBED SUB-GRADE r a'', F \\% 3/0 SHEET TITLE: 201-0" 25'-0" 21 -0 FEB 0 9 202r p y FOUNDATION P E "L)" P" S T AAA L D E TA I LFkL 'm PLAN SCALE: 1" = 1' -0" -EmoulmI .. SCALE: 1/4" = 1' -0" - I�; ( r:,, � SHEET NO: r, S CRAWL SPACE AREA = 2,138 5F REVISIONS 1/31/22 1/'8/22 FIXED GUARD RAIL 201-0" 25'-011 20'-0" STAIRS BOTH 51 ES TO GRADE WIFE TREADS, PVG RISERS b IM, TR. WD. STRUG URE. „ � PROVIDE HAND IL ON ONE SIDE I _ _ --- 10'-0" 10'-O" 18'-O"_ _ - 12"x 12" S f RUCTURAL COLUMN GABLE RAILIN PER SPECS, - - ------- -- ------------ -- - EACH EN 211 w/POSTS ATTA HED SECURELY TO FRAMING BELOW. SEE SPECS I 22,,Oa 3 11-7 8" HDR I I Of 2x6®16" WALL FRAMING, TYPICAL, v4/VAPOR. r SEAL d BATT INSULATION, %" EXTERIOR GRADE PLYWOOD SHEATHING, BUILDING WRAP, 36" HIGH FIXIED GUARD I t AND CONCRETE STUCCO ON WIRE LATH - OR - RAIL AT DO R OPENING VERTICAL SIDING. SEE ELEVATIONS _ PROVIDE HAN RAIL ONE SIDE 'RE NED 12' DOOR UNIT VERIFY R.O. 1x4 IPE DEGKI ATTACHED SECURELY w/B IND FASTENERS I1 i Z LVL 1, i I 0 2x10®16 R.R. _ m \ SHALLOW FRAMING, ABOVE TO AGGOMMODA ROOF DECK J WINDOW/DOO UNIT DE516N Q I = SPECIFICATION BY OTHERS. PROVIDE I 2X10 ALL NEGESSAR UNIT STRUCTURE I I r Q BRACING, (4)2xb P05T EVER Y TESTING AND TO RIDGE >< . 3 I -7/ w (2 s/"xll" STL I APP OVAL I T�16T UNIT VERIF �. j O i ... �PL. LU5H LITCH PLATE i �— - - U) m ® G .T- BEAM ABOVE AT 2nd FLR. 0 5-1/2"xl AM HDR ( =ry „ " T (3) VERSASTUD KING POST I I 0 O (3)2x8 w/(2)s/4 x7 STL. PL. POST = I I = Q I BED OOM I PROVIDE (2) SIMPSON HSL05'7 w/(3) 2xb JAG STUD EACH SIDE , N40 D HEAVY 5HEAR TRANSFER N6LE - 9 LI OF DU M ) IOR Cl'-O" 1-116H GL6. -I OP B O 51MP50N HDUZ HOLD I WALL ABOVE, TO BEAR ON Z I I ,,I/ 'I/ II I w ►- DOWNS, EA. END OF WA L ROOF RAFTERS CV n u al n z I S2 �!2 3Y2 2 PINI ROO � i I 2 7 51_A 11 FJ 21 11 1_ (11 2,_611 I p a I o J I I I LATHE RAL CEILING O O O WOOD N Z `ry 4 I I I FLOOR m U I I 7 20" WIDE FLUSH STONE N I I I �-p �r I Q :fl ® HEARTH STONE X- ( 2x10®I " R.R. `S' - 2x10®Ib" R.R. - m II o X — }- z PREFAB. GAS F I PLACE �; m I I u I =N E3ATH LJNI Y I22 1#4 I �I =ry w/METAL FLUE T RU ROOF � ^y 1I -OnGL6. 7f" m LIVI� `6 OOM ; II X j I n N ! two story s ace pl N I I SEE 2nd FLR. PLAN FOR I I =ry CEILING It ROO FRAMING I I o I m �. _ N WODD VVI _ - 1 m - - - - 11 ,1 +6 o- FLOOR - - - V I I I G - 4 30 x80 - I I I I I , 1 <ITGHEN I PROVIDE FRAttE PLATFOR Z O �I y III / HVf�G TO RAISE HVAC EQUIP. 06 _� }.� LL dJ� III I I TO RIDGE ST I ABOVE FLOOD PLAIN � Q rL _ n rLr E3A7H 1 n ® 8-0 0L6. ----- — O — 2'-01, (V WOOD N FLOOR o, m w z o N I W J. c> � 3 > i w I = • m to + �(2)L �� ��U 21-011 I W• a _ , HATCH TO CRAWL TIE L O 5 A 0) I I _ W• N A A ABO ' -31_611 SPACE BELOW i� ,Q N '<w/SHALLQf^4 MI ---- WOOD STAIR Q = MECH. ROOM-- F Z I F R TILE INS ALLATIO _ ----_ HANDRAIL �T Y U I co co• . U H�W1V �'G 1 O W � I = r ___ I (4) x FOS- i I =n ® Al u.- I I _ (3)2xb POSTS > up dJ a �Q \ L—Y-J j �.}�� I I -2x8®Ib G.J. N = WOOD FRAMED STAIRS w/RAILING ON m F L BOOM F .y I - I �n SLAB. PROVIDE TILE FLOOR AT LANDING, - — (2x10 R.R. tf1 I I �" TO MATCH MEGH. ROOM F OOR N y (3)2x10 HDR �- „ I = OT- tic 11, ' \ , \ N 47 C 3747 -r-3y I �F> 17HIGH G 1 a I'-10 - 1 �, �- > I I e p red 2 I �F g C. S,r i?• GOYfit' D fi O�G�-I -r-lo Y2 I - w V BLUESTONE TERRACE ON SLAB 1 V 211 11'-6" to G L I Q �_I 7 50 (3)2x6 CASED POSTS, 4'-q" I Q! I A ` I I I in ANCHORED TOP 4 BOTTOM CV +e d) dJ \ (3)2x8 FLUSH BEAM ABOVE ARAOL CN3763 * CN3763* ED6E'OF ROOF to �ry Pt�O IDE %1 THK. TYPE `X1 r PROJECT NO: OVERHANG ABOVE Iry 6 BD. L SURFACES - I I 1713 101-011 101-0" 4'-4" I- m I I I � 611 TH . REINF. GONG. SL `- I i I r DRAWN BY: 20 11 '71_0 11 1 1 1_/111 `y 1_011 I T S 11 —V / I ® � i I EDGE OF BUILDING ENVELOPI i N ( N ' I (3)2x1(5 HDR. - - - - - - - - - - - - - - - - I— - - -`I—�3747CN 747CN3747 - - - � I� 2/12/19 I I „ ------ia I° ------- 1/4 = 1 1 - 011 SHEET TITLE: 1o'-0'1 101-011 211 I I 201-0" FIRST FLOOR PLAN F I mp Rmh S"" T 5pF L L A N SCALE: 1/4" = 1' -0" SHEET NO: FIRST FLOOR w/6ARA6E = 2,"5 5F NOTESIF i 1) LVL = 1-3/4"x11-7/8" MICROLAM 2) MINIMUM HEADER = (2)2x10A M Le REV I510N5 1/31/22 CASPHALT SHINGLE ROOFING ON BUILDING PAPER ON 5/4" PLYWD. DECKING 4a'-O" I I . 10'-0" *v2" GAB INE*7 PER SPECS. ANCHOR POSTS LE RAI L SECURELY INTO FRAMING DETAIL IPE DECK ON SLEEPERS OVER WATERPROOF _ MEMBRANE ROOFING BELOW. SEE DETAILS kNINDOK/DOOR UNIT DESIGN 4 Z SPECIFICATION BY OTHERS. PROVIDE 2xb®Ib" WALL FRAMING, TYPICAL, Pi/VAPOR SEAL ALL NECE55AR UNIT STRUCTURE, 4 BATT INSULATION, 5/e" EXTERIOR GRADE BRAGIN6, ENE R Y TESTING AND Q PLYWOOD 5HEATHIN6, BUILDING WRAP, AND I A OVAL CONCRETE STUCCO ON WIRE LATH - OR - I I J VERTICAL 51DING. SEE ELEVATIONS �00� DEG la'-o" RIFY - - -- V) EJ I (3)a-i/2"xl-I /4" LVL (3)18" LVL o 5-1/2" APB Q _` I ♦ or (2)14" LVL /(2)5/4"xl3" STL. PL. 7 / ROOF 5HIN6LE5 4 g/4" PLYWD. m 1 1 I i Q DECKING I rn ` O (2)II-'1/8"A-3/4" LVL RIDGE 1 z ♦ TWO 5T Y KING STUDS, GH SIDE ? U J9`i i Q' I `�� W (2)Y4" TIMBERLOK CONNECTORS ♦/`3 O 1 x1 -� IX OC N MASTER ♦ pi FLOOR \��j 2x10®Ib" ROOF RAFTERS f I " .\'�'+ `` m 1 _ 2x10®16" R.R. _ /40, 3 upparl art t>\ O I ♦ L 11/I NCS OOM / 2x106I6" R.R.APIL I �� N ` 2xb®48" HANGERS BETWEEN I U y2 y2 -4 I 2)II--1/6" LVL RIDGE � RIDGE 4 GEILIN6 JOISTS — Q -- --==_I = 1 I ♦ BEAR HIP5 4 RAFTERS ON WALL ; 2x10 PLATES ON TOP OF I I i i PLYWD. DECKING °� Z I HALL,, 1 STRONGBA FOR G.J. m (V I r7 ,+�a T `�i8 3y2�� I SEE DETAIL THIS SHEET ♦ Q• 0 �t 1 2'-O Sz,, 3f-ly 11 CID 0 8� I pi ♦ I W —J. w z w a ONQ I _ i i '= a z IN. I i ' W• w W. ® LO I M � (2)2x10 5TRON&BA0K. PROVIDE )4I `9y�y i a N A W. a v n °x2" TIMBERLOK CONNECTORS Y�AI�ALK�I�I` SEAT AT EACH 2xb HANGER X CLOSET o " I - Q ~• U I WOOVI O m I WOOD STAIR 4 HANDRAIL I 01 ♦ Ax i ' 0) u)' " I D FLOOR \� :o x � TECO EACH SIDE OF STRON&BACK x 2x10®Ib" GEILIN6 JOISTS I / I m I 3 2x !L SH 1 (3)2 I HDR OVERLAP GEILIN6 JOISTS 12". I I'-O PROVIDE (8)IOd NAILS, EACH 510E I / ��Q N( TE� �' 3759 TH C 7 9 C 7 9 C 3 59 C 3 5 3 5 1 ►7 \'y �'� (3 2xe PC 5TIZ co E AW 1 lry,/ "S TIRE& VAN& I ME L03" Oto 3 A C NEAr -1 �� 4 °a X1,3501 a d •®-- in lz h,,�:�,a7p�Jit ,r _ V -0" � N HE ER , � SCALE. 1" 1 -0�� I / CN3763* N3763* C PROJECT NO: lC --------- ------ I -------- -- BRAWN BY: 1713 TS M-KED BY: ATE: 3y2' 20 O" 2WY 2/12/19 ooly \j A E: I 114" = 1' - 0" SHEET TITLE: STANDING SEAM METAL ROOFING AT LAR6E GRIGKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. PROVIDE RE01:1t. FLASHING 4 COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION SECOND SPECOIRMOD FLOOR FLOOR SCALE: 1/4" = 1' -0" PLAN SECOND FLOOR = '725 SF SHEET NO: NOTES : 1) LVL = 1-3/4"x11-7/8" MICROLAM 2) MINIMUM HEADER = (2)2x10 MENDIED Eva-3FIFF REVISIONS 1/31/22 X8/22 FIXED GUARD RAIL a WOOD FRAME CHIMNEY vi/METAL LATH 4 STUCCO FINISH. PROVIDE LE&5 IN FOUR CORNERS, AND ,,+ ':• �' BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO Y.,':'•: ACCOMMODATE METAL FLUE TERMINATION BELOW. r•• PROVIDE REQUIRED FLASHING AND COUNTERFLA5HING, WEATHERTIGHT ASPHALT SHINGLE ROOFING ON BUILDING PAPER ON V PLYWD. DECKING Ix8 PVC FASCIA BOARD ON SUBFASCIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPEG5 STAN:DIN& SEAM METAL ROOFING AT LARGE CRICKET I BETWEEN WALL d ROOF. PROVIDE REQ'D. FLASHING 4 -—————— --------------------------- _ __ —_____ 2nd FLR. 01-6. PL. ® a=0" COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION I Ix4 PVC, FRIEZE + Ixb V-GROOVE T46 CLEAR CEDAR SIDING ON s/8" ui WINDOW/DOO NIT DESIGN 4 PLYWD. SHEATHING (SEE DETAIL) 5PEGIFICATIO Y OTHERS �, DOW/DOOR UNIT DESILL SPEC CATION BY OTHERS. VIDE 12'- +/- T' AL CESSARY UNIT 5 GABLE RAILING PER SPEG5. ANCHOR POSTS "r SECURELY INTO FRAMING B INC, ENERGY TESTIN ND IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE �. . •`• • APPROVAL •�'�• ;: p ROOFING BELOW. SEE DETAILSco : ' ------ — ------- ------- ---- — 2nd FLOORZ Ixb PSG FASCIA BOARD ON SUBFASGIA DN ROOF _____RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ix8 PVC FRIEZE BOARD CONGEALS DRAINAGE FROM ROOF DECK ABOVE. SEE DETAILS PVC GLAD PORCH COLUMNS 1 �'` .` 0 ALUMINUM GLAD WINDOWS, w/g/4x4" PVC CASING AND :2 ,• { :,,: SILL. SEE DETAILS AT STUCCO FINISH „;.:. I DOW POOR UNIT DESI 4 :.; ':•,.:� "., ' �... SPEGI CATION BY OTHERS. VIDE . .::., ' ' : , -' WINDOW/DO UNIT DESIGN I WINDOW/DOO NIT DESIGN b AL EGE55ARY UNIT 5TRU '' - . , •,. ' CONCRETE STUCCO FINISH ON &ALV. METAL LATH 0 SPECIFICATI BY OTHERS `' SPEGIFIGATIO Y OTHERS ' + + B GING, ENERGY TESTIN ND Q ':,,:�•'. w/REQ'D. UNDERLAYMENT. PROVIDE APPROPRIATE APPROVAL :;• .:: .`:•;;' {•' ;; ; '�.• DETAILS FOR DRAINAGE AND WEATHER-TIGHTNESS. IPE DECKING ON TR. WD. FRAMING. PROVIDE PVC FINISH SEE SPECS AND REVIEW DETAILS w/ARGHITEGT. FASCIA BOARD AT EXTERIOR ..+:! ,J Q IT 1 1*...:".).: 36" HIGH FIXED GUARD RAIL AT DOOR OPI=NING Q ------------------ — ----- ------ ——————— --- 1y''-�' — ----- -- --------- ------ �� - ------ -- ---- — +IO.D let FLOOR LL . t } _ _ _ REOV. DRAINAGE RE&LET AT JOINT BETWEEN CC ST0000 MASONRY PIERS G FFFF MASONRY S FRAMED WALLS PVC, LATTICE IN 9-1/2 WIDE PVC FRAME i t., O FLOOD VENTS. SEE FOUNDATION PLAN AND SPEG5. Nil :.' ,.. ,• I I I I I I I I I I I I I I Q I I I I I I I I I I I I i m J L_ I r- FOUNDATION BEYOND L-----J -----J L-----J L-----J L-----J L—————J L.------ ------ ------ ® T100' N SCALE: 1/4" = 1' -0" Li . ca� Z. r J C• 0 � U) O H W --i° w z w a Z u 2 ASPHALT SHINGLE ROCFING ON BUILDING PAPER 6 I� W° a N � ON s/'t" PLYWD. DECKING W, N = C U Ix8 FVC, FASCIA BOARD ON 5UBFA501A ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS ° STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. 2nd I_LOOR n-ATE-------------------- ------ --------------__----______--- ------- I PROVIDE REOV. FLASHING 8 COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION Ixb V-GROOVE T46 CLEAR CEDAR 51DIN& ON s/e" F_NCU;.JI, PL`r ViD. SHEATHING (SEE DETAIL) C N3 63 N3 6 N 75 N 75 N 75 N 75 N" 75 N 75 2" THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. SEE DETAIL FOR FLASHING BETWEEN I �' STUCCO AND WOOD SIDING • '♦ •1•' {' •. •q V.l,y\ •,' 'a' ;,,. ''"•: •. ^L:�Jf,Tom., t�;=v�J` .��, 2nd i-LOOK ' .'' .� ..' \� •.,. ,:t ;.:•':•`'• ::;:', •: ;•: . .'��.'' ::.'.:.':,, --------------------- -- ------ •-�'.-t-F•-".r-'+- -J'•."C'.-'`t_ '-..•�..-,+.-,....W'-r•r►"ter ..-:�•r: ..a.'=h-'�r•-.. n. let FLOOR PLATE ,i'; `,. : ,, : ::, `•; . -------------------- _ ,���'_ _..�.,�._•- PROJECT NO: ,.. J 1713 CONCRETE STUCCO FINISH ON &ALV. METAL LATH �. ,t{: �• IN DRAWN w/REQ D. UNDERLAYMENT. PROVIDE APPROPRIATE BY: DETAILS FOR DRAINAGE AND WEATHER-TIGHTNESS. • J 4 N 4 N 4 N SEE SPEG5 AND REVIEW DETAILS w/ARGHITEGT ''' + ` ''�.: a'•','°''T TS 60 EC N3 63 -N376m re �i i I Jill I ILLil DATE: ,i. 2/19 9 H G COMES ABOVE .I A HERE FINIS RADE M AT ARE W _ `v' J.?. N IDE 4 THK. t OF FCU DATION PROV Ic:A HEI&HT {.� TYP L ;. .i . AT AREA w HERE FINISH GRA t DE COMES AB • OVE n CONCRETE w AMPPROOFING :�.•' R POURED BLOCK K O /D ;• J; ti. {: - n r. /4 1 0 .�. TYPICAL HE IGHT OF FOUNDATION,r.• UN TION PROVIDE 4 THK. .r BLOCK OR O '�• P URED CONCRETE, w DAMPPROOF / INC .. ••;' SHEET TITLE: •L. ••r +y. .0 let FLOOR 10 L --- `r'.-r.�•Jr tn'-Y..--. -r•--e._-T •r`:":- '-"Y--4'-'�:• ,�•-Y--. ':Y.• r Fr' �._}t:.-..'e,_ - _.tom •-.{ ':T7 _ •.,• y. w TOP TYPICAL FOUNDATION ----------------------------------------- I --------------------------- ------ -------------------------------------------- j-------------- � - '' '------ 1 i.; ELEVATIONS TOP CRAWL SPACE SLAB -------------------- ----- --I-------------------------------------------- 1====______________-________________ I I I I I i I I I FOUNDATION BEYOND L-------------------------------------- ---------------------------------------J---------------------------------------J SHEET NO: I S INOORTH =WEST ELEVATION- SCALE: 1/4" 1' -0" REVI5IONS (/31/22 .J r .'t t ' WOOD FRAME CHIMNEY w/METAL LATH 4 STUCCO FINISH. PROVIDE LEGS IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO ACCOMMODATE METAL FLUE TERMINATION BELOW. 090-1 PROVIDE REQUIRED FLASHING AND GOUNTERFLASHING, WEATHERTIGHT ASPHALT SHINGLE ROOFING ON BUILDING PAPER 12 ON %" PLYWD. DECKING 6(— Ix8 PVC FASCIA BOARD ON 5UBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS I Ixb PVC FRIEZE 000 _— - —_ LINE OF ROOF CRICKET BEYOND Z Ix-4 PVC FRIEZE Ix'b V-GROOVE T46 CLEAR PVC, GLAD PORCH COLUMNS O CEDAR SIDING ON S/e" / \ PLYWD. 5HEATHING (SEE DETAIL) / \ Z oe / \ 2" THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. CN 7 CN 7 C 37/ SEE DETAIL FOR FLASHING BETWEEN STUCCO AND \ O WOOD 51DING. NOTE THAT SILL 15 NOT AT SAME L!=VEL IN ALL ELEVATIONS > \ C WIDE x 8 HIGH OVERHEAD GARAGE DOOR I IPE Q ',' :',• .;;• •, '• ::� �;; ,, DECKING ON TR. No. FRAMING. PROVIDE PVC FINISH a.t.. Y.. 'v •.l.a''.' •t • WAUTOMATIC OPENER PER SPECS '•• '' +:• '' '`' FASCIA BOARD T EXTERIOR A +10.0 let FLOOR ' •" — —'�-ti-''_'— _ —_ _'•i..• — — ——————— ——————— ------ ---------------------------- I W J• '.t• •f•4. REQ D. DRAINAGE REGLET AT JOINT BETWEEN •t. .•! •'�'• +: ,. O MASONRY 4 FRAMED WALLS STUCCO MASONRY PIERS ;�; ;';` I. .:+<i, :,' ..`• '._,_.: PVC LATTICE IN 3-1/2" WIDE PVC FRAME J•Y, A.: I I I I I I I I I I I FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. m L---------------------------------------------------------------------------------J L-----J ------J FOUNDATION BEYOND ELEVATION SOUTH =WEST 1 - 08 Z. co W -j• wz 3 N F wa = ¢ Z u W• U N w C ASPHALT SHINGLE ROOFING ON BUILDING PAPER a N 0 u 12 ON g/4" PLYWD. DECKING Lu• N n • U � co N Ix8 PVC, FA501A BOARD ON 5UBFA5CIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS ----------- c N 96 N 96 N 96 N 96, 2" THK. PVG SILL MATERIAL, CONTINUOUS AT WINDOW. \ / \ / SEE DETAIL FOR FLASHING BETWEEN STUCCO AND GABLE RAILING PER SPECS. ANCHOR POSTS WOOD SIDING. NOTE THAT SILL 15 NOT AT SAME SECURELY INTO FRAMING \ / \ / LEVEL IN ALL ELEVATIONS " � E;, IF}E DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS a +• " JY� t• dab m _ 2nd OR _ FO L "}• PROJECT NO: ., 1713 ,'�" ,. .•!: �;. .}.: �` ,.: DRAWN BY: i i / �. ::e \ �.' \ "-• \ _•'•, / ::; \ / �,.• ,,. \ • .i ;`. :,' r' / +'. \ Ixb V-6R0OVE T4 G CLEAR CEDAR SIDIN6 ON / TSPLYWD. SHEATHING (SEE DETAIL) N 96 ''r'Y4. _ } N 96 ! ' 22 N L96 N 96 :,.•. . `,r. ;• .` • :ti` . DATE: T 2/12/19 7•;� •'+. :,. •�•:'•• '+. .•!•� ++'�• '':� ;:• .,' CONCRETE STUCCO FINISH ON GALV. METAL LATH _ w Q D. UNDE AY ENT PROVIDE APPROPRIATE :1 % . 11 11 GABLE RAILING PER SPECS. ANCHOR POSTS .t %}.'. I t• 1/4 1 0 DETAI 5 FOR DRAINAGE ND FATHER TIGH E 5 • •'i r1 'v•�^ L A W TN 5 . .t:. SEE SPECS AND REVIEW DETAILS wARGHITEGT .SECURELY INTO FRAMING BE OW t SHEET TITLE: • st FLOOR LOOR _?--r T-n,--...-. ---r+--.•.--::_a._-T^i —rw..:•�.T.4_. .a r'—. ,,-._t_ i •t-f,''• r r..-. ...-•�.'_�.�..._ 'Z u •...s•r.�' `•J✓_�� _____-^—————————————————————————- �,:- ELEVATIONS • CRAWL5PAGE SLAB -------------------------------fi----------I--------------------------------- FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. I I I I I I I I I I I I ( FOUNDATION BEYOND I I I I I I I F L_T_J L_, r—J LL----------------------------------------------------------------------------------L---------- SHEET NO: 0 RTH mEA T � LEVATION- SCALE: 1/4" = 11 -0"