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Home My WebLink AboutBLD-19-4306 PLANSA 1 I i I-------------------- ---- C I I 1 1 I I I D I I I I SCOPE OF WORK -DEMOLISH EXISTING ATTIC ROOF. PRESERVE LAYLIGHT FRAME STORED IN ATTIC FLOOR. -DEMOLISH EXISTING CHIMNEYS. -PRESERVE GRAND STAIR & RAILINGS. -DEMOLISH PARTITONS. -REMOVE EXISTING PLANK BOARDS. ATTIC FLOOR PLAN SCALE: 1/4' = V-0" I I 1 i I I 1 I I 1 1 I 1 A I I I , 1 g C I I i I I I I I i 1 I I I I D PROJECT NORTH 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., 00 M V1 V1 � 10-0 W U W a O bA a �� o U U � W00 W �00 00U U U M f--1 z W N �W a W w� 9 PROJECT NORTH 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., SCALE: 1/4" = l'-0" DATE: 01 /08/19 REVISIONS: ATTIC FLOOR EXISTING/ DEMO. PLAN BUILDING PERMIT SET D2,03 V1 l' W a O bA a �� o u W U SCALE: 1/4" = l'-0" DATE: 01 /08/19 REVISIONS: ATTIC FLOOR EXISTING/ DEMO. PLAN BUILDING PERMIT SET D2,03 A B C D I I I I I I I I I I d i I SCOPE OF WORK -DEMOLISH PARTITONS BEHIND GRAND STAIR FOR J NEW BATHROOM ADDITION. -DEMOLISH SECONDARY STAIR & BATHROOM FOR I NEW ADDTIONS. j -DEMOLISH PART OF WEST SIDE EXTERIOR WALLS FOR NEW ADDITIONS. -G.C. VERIFY HIGHLITED AREA FOR EXISTING FRAMING CONDITIONS (MEMBER SIZES & SPACING) & REPORT TO ARCHITECT & STRUCTURAL ENGINEER. I VERIFICATION & APPROVAL FROM STRUCTURAL ENGINEER IS REQ'D. BEFORE PROCEEDING W/ WORK AFTER DEMOLISION. A S!�CONDFLOOR PLAN E: 1/4" - 1'-0" I I I I I I I I I I I I I I I I I B I I I I I I ( I I I I I I I C i I I I I I I I I I I I I I i D 0�' PROJECT NORTH 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. V1 M L ' c 1 l l' W � o •cl v F--'1 U� V u r l V CW7 F�-1 00 r 1 V 00 U M W N � �~ a w w o� PROJECT NORTH 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 114' - 1'-0" DATE: 01/08/19 REVISIONS: SECOND FLOOR EXISTING. DEMO. PLAN BUILDING PERMIT SET D2,02 V1 L ' l l' W � o •cl v F--'1 W V SCALE: 114' - 1'-0" DATE: 01/08/19 REVISIONS: SECOND FLOOR EXISTING. DEMO. PLAN BUILDING PERMIT SET D2,02 2 PILoLAR 2A NE VIEW NOT SCALE 6 PILLAR 2132 NE VIEW NOT TO SCALE 8A PILLAR 2C N VIEW NOT TO SCALE 3 PILLAR 2A 1 NW VIEW NOT TOSCALE PILLAR 2B NE VIEW PILLAR 2B NW VIEW NOT TO SCALE I I — — — — — — — — — — — — — — — — — — — — — _ I ------------- PILLAR 2B 1 SE VIEW NOT TO SCALE nP�J' S•3stj,(,� ' SCOPE OF WORK�� j E I ' E _ -EXISTING CONC. SLAB TO REMAIN. MIA �� I -DEMOLISH PART OF WEST FOUND. WALL s3 8 , FOR NEW ADDITIONS. ' -DEMOLISH SPECIFIED BRICK PIERS & REPLACE W/ STEEL COLUMNS. M � I ~ -REPLACE SPECIFIED GIRDER BEAMS W/ EQUIVALENT DUG -FIR #1 BEAMS. o I ' H -------------- --------- -------------------------- ' U W� ------------------ \�— I J ' / , — -------------------- I — — — — — — — — — — — — — — — — — — —` J — — — — — — 00 -----� i fT 4\x� -TT I,-- J -------------------- --„---------------------i 1 M�-•I d 00 -------------- --------------------- --- IIIII � liz. ��atoabZ o l l l l $ tno I III I iv I III I � 00 1 111 1 in I ~ 00 r^i I I'I I r; 1 wfn I I I I M I I 00 +II IIIII ce g 13 g !ill �� i `./ uin 2 0 nJ- IIIII Q��' I~j `^ N N 13B 2 0 I /��4 IIIII W U- ■ � ii'i' PZ ii'ii m I I I I I F.O. BEAM TO F.O. BEAM :o 'v I I I I F.O. BEAM TO F.O. BEAM �z I = 11 5/8” I 11 3/4" oLL I M ;o `O I I I f 1312 DUCT HOLE ;r A ,I 0 DUCT HOLE x V I t i l I@ BEAM 2 Lti //. g :o I C� BEAM g 14A� 'P Ja v I (� I BEAM: a ��.P 1 I 1 2.0 q� 11 Y I 3.75"x8.00" ACTUAL _ ---------------- ----- ff ---- --------- -------------- _—__ _-------'F ---------- 1 i 1 I I, BEAM: 14C I I 1 1 1 I °i� 3.75"x8.00" ACTUAL 2 0 1 B PILLAR 5 IIII PILLAR R PILLAR I(1 ' I I, -111/2 PILLAR = 11 1!a I 119/16 -111/2 2" 6'9 11/16"LL"6 -11 13/16" 1 1/16" 6-91/4" E FIELD) a I I 6' 1/2" IN FIE ) (10' 1 1/4" IN FIELD) \Z a (6'-9 3/4" IN (FLED) (6'-10 1/4" IN FI ,y, I o I I oxo I ILr I � I LN mv, 1 1 o Co Lm I 2V �cLr l H I I 2.0 I I "- I IIZA d I — - ? ix o - I I I \\\ c as I ' _- o� I 09 I I ��_ u I I I; I I Ic- en I J� r`- \ I av cc w O c I I a I g �Z I u PILLAR = I V, I I ;o LL: PILLAR - 11 1/2" a I PILLAR = 11 1 /2" PILLAR = 11 1 /2" 6" i1 I i 6'-9 7/8" ^ 10'-2 1/16" �` ; 7/8" 6'-9 1 116 FIELD) 11 1 I ('-10" IN FIELD) I I I 78 (0'-2 1/4" IN FIELD) I I " i " IN FIELD) I I (6-8 1/2" IN FI II II II 2.0 8 I�_`j 3 I I g 4B I I I 4A BEAM: p 8B 2 p ,I I, a z,p I 1 2,p 3.75"x8.00" ACTUAL 2.0 i --------iL-`-}----------- --_-�"�------_-------------- �►------------__ __�------------ --s------ -------------- --- ---- ------ - 2.0 `-�-------- S --------- _ ------------------ - ::1 _�.-,.m�.,� . - � s== I I F?- - � 1 --■ � ,o DUCT HOLE ,o 7A BEAM BTW. PILLAR 2131 & 2B 78 PILLAR 2B, 2131, & 2132 NOT TO SCALE NOT TO SCALE 813 PILLAR 2C NE VIEW NOT TO SCALE 8C PILLAR 2C W VIEW NOT TO SCALE 1 ' I �° F.O. BEAM TO F.O. BEAM = 1'-0" III ,o i BEAM: /�' / b 1 I /!, '� 1 /!� I 3.75"x8.00" ACTUAL I it /``9ji BEAM I , I 111 �q•� . . P� I� X\ I I I x 9 PILLAR 2C 1 NW VIEW NOT TO SCALE IL`---\ 01704.00 r- -------------- `\\ — R.U. COPYRIGHTED 2019 AN EREZ ICKI ASSOC., INC --------- 7 IDUCT @ BEAM LE 'ttwa'.d44� / $ I 1 1 e\ -Z Q Milli I Q LL. 1 I _ ►►!!�� ,p 1 -u',1 X _----------------------- I 1 1 I .. �+ ILm I I °° rn ~ 1 i i ; I 111I I °° M ZJ = OR I '* 1 1 1 11 W 1 r 7 , 1 x r-- ---J 1 ----J --- - e l &4 I W I t: ' ' 1 I REMOVE GIRDER BEAMS til X DUCT HOLE ,•- 1 i l I I FOR HVAC DUCTS. BEAM I I 1 1 M.- 11 1 1 I I I ss 21'!191/ ' as 'iI II `-- ----4" x�1--------a--------�4"lS�Y2 ---------- I 1-- D@UCTHOLE-1I �Tv �i ----Ii--------------------------------------------------- BAM1 Ji ; - - - - - - - - - L- /----------------------------------------------------------------------------------------------------------------------------------------- i c ' PILLAR 3C SW VIEW BASEMENT FLOOR EXISTING/ DEMO. PLAN 1 j SCALE: 1/4" = 11'-0" NOT TO SCALE QY DUCT PENETRATION @ BEAM 1 MOT AR 3C2 E VIEW NOT TO SCALE SCALE 0�1 LAR 3C2 NW VIEW NOT TO SCALE 1�mu PILLAR 3B N VIEW 3PLAR 381 N VIEW �NO'TLTOS�CALE 3 PILLAR 3B 1 S VIEW NOT TO SCALE 4 PI�TOSCALE�� CEE NO SCALE: AS NOTED DATE: 01 /08 / 19 REVISIONS: BASEMENT FLOOR EXISTING/ DEMO. PLAN BUILDING PERMIT SET D24,0 LEGEND -- 99 - EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. TH1 MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING TEST HOLE 2%, SLOPE OF GROUND C70 UTILITY POLE r FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED PROPOSED 12 BEDROOM DWELLING DESIGN FLOW: 12 BEDROOMS © 110 GPD = 1320 GPD USE A 1320 GPD DESIGN FLOW SEPTIC TANK: 1320 GPD (2) = 2640 USE A 3000 GAL. SEPTIC TANK LEACHING: 1320 GPD / (.74) = 1784 SF REQUIRED 50' X 36' = 1800 SF OK 1800 SF X .74 = 1332 GPD OK USE A 50' X 36' PIPE AND STONE LEACHING FIELD MA APPROVED DATE BOARD OF HEALTH I i� 6 62 �! ) 3 v 6 65' J 66 L 69 0 B q 5, 4 AC_ K MUST N N;s Q ALL OWN By S & '�tUt YARM A ' R P`I M ARAB w z w CD Q w ry Q U 0 I- NOTES PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING DISTRICT: R-40 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 5.4 AC. 5.4 AC. L v u MIN. LOT FRONTAGE 150' 80.15' 80.15' ' MIN. FRONT SETBACK 30' 200.5' 190.8'. MIN. SIDE SETBACK 20' 34.8' 34.8' MIN. REAR SETBACK 20' 605.2' 605.2' / \MAX. BUILDING / AGE MAX. BUILDING HEIGHT 35' 37.4' 48.2' AVERAGE NATURAL GRADE EXISTING STRUCTURE = 77.8' / -_E OF _ \l TEST HOLE LOGS AVERAGE NATURAL GRADE PROPOSED STRUCTURE = 76.6' / EDG SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC ENGINEER: CRAIG J. FERRARI, SE #13871 DISTRICT - - - - - - WITNESS:. AMY VON HONE. RS / DATE: 6-13-2018 PERC. RATE _ < 2 MIN/INCH / N 1 CLAss I SOILS OWNER OF RECORD / CA vSANDY SIDE CORP �--- - P O BOX 525 CP1v CA -`---CA Tv GnTv 1 ELEV. 2 ELEV. YARMOUTHPORT, MA 02675 0 ' CATV ------.CATV-----_ _ CAT CATV 4 4 �carv- 72.5 73 5' EMOVAL OF L/NSUIT E SOIL REQUIR D 0 0 ' A UND PERIMEICER OF LEAWING FACILI �� A A �d0 / WN TO SUITABLE S IL LAYEk- . EPLACE / WITH CLEAN ED. S D, TO MEET ` LS LS SPECIFICATI NS OF 310 CMR 15.255(3 , \� � 1 � � 74 / � �� 10YR 3/2 10YR 3/2 12 12 REFERENCES 0 \ LS LS DEED BOOK 2942 PAGE 183 PLAN BOOK 588 PAGE 91 / T / 42 36" 10YR 5/6 69.5' 48" 10YR 5/6 69, BE MARK: / / / , 2 MAG N = / �O 71.2' NAVD / � 00 -- G \ / / C C PERC FV 1 74�u� Ms MS TH1 - �P�� 10YR 7/4 10YR 7/4 G / Yarmouth Health Department PP VEI) . � • J 72 73 132" / 132" 61 5' 132" 62' L �ti f O 1 NO GROUNDWATER ENCOUNTERED PRO OSED PAVER DRIVE `IBJ. P OPOS DITION\ -R -ROUT EXISTING PLUMBING TO FRONT 0 000 o I� 178- DCF pf]-272 PORCH 51 /S 5 S� I� G G Q EXISTING DWELLING #5 CARRIAGE DECK II V Cn w \w w W w w &E Sl T E �--�' T& E L •0' T4 -E -- I T T&E __T&E TITL= SITE PLAN Y A R" M U T H P 0 R T M A PREPARED OR S . 0 N'� I I k t _6 -c', V Y 5 I EM HH V F ILL O DATE DIGSAFE (1-888-344-7233) AND VERIFYING THE OJALA, 1. DATUM IS NAVD 88 PROVIDE MIN, 20" DIAM. WATERTIGHT (NOT TO SCALE) MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ACCESS COVERS TO WITHIN 6" OF FIN. GRADE REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE ( 2 % SLOPE) (1 % SLOPE) TOP FOUND. EL. 79't GRADE 2% SLOPE \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. FILTER FABRIC 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 4.75.0' MINIMUM .75' OF COVER OVER PRECAST \\\ 73 5 TOP 70.5' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. TO BE AASHO H -2Q . . _ PRECAST H-10 RISERS (TYP.) IIIIIIIIIiIIIIIIIIIIIII 5. PIPE JOINTS TO BE MADE WATERTIGHT. ' 2'0 PVC CLEAN FILL s" MIN. SUMP PIPES LEVEL 1ST 2' PIPES LE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH _ • 12" MiN• INT• DIM• 4' PERFORATED PVC 8' O.C. $=0.005 ° 310 CMR 15.000 (TITLE 5.) �. *73.0' 10" 3000 GAL H-20 14" .� 71.20' TEE (SEPTIC TANK TEE - o " 3/4"-1-1/2" DOUBLE WASHED ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO :. 0.95 °°°°°°°o°°°° WATERTEST D'BOX s STONE L CHING FIELD 6"DEPTH MIN BELOW INV. ° BE USED FOR LOT LINE STAKING OR ANY OTHER GAS BAFFLE '9'000000°0,00"O° FOR LEVELNESS 70.15'LEVEL BOTTOM o 69 90' PURPOSE. ': �' : 4' LIQ. LEVEL (ACME OR EQUAL) ,` 70.47' 70.30' ° * 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. •: ;... `:, ...r....: • ::..:• ; • - :: ..:. - ,....:- v°° ° 0;0-0;0 0 0 o o .;Io °.o ° o o ° ° ° o<< 50.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED *THE THE •0°O°O°OO°oO°0°O°°°°°°°°O°O°O°°°°°O°°°O°O ° ° ° ° ° ° ° ° 00,-00000 ° ° ° °n°n°n° ° ° ° °• e ono„o.n_n„n�n_n o n n_ _ _ _n_n. ° ° I, , 69.40 WITHOUT INSPECTION BY BOARD HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. R OUTLETS A DF ELEVATIONS 6" CRUSHED STONE OR MECHANICAL 7.9' ZONING SUMMARY 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING DISTRICT: R-40 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 5.4 AC. 5.4 AC. L v u MIN. LOT FRONTAGE 150' 80.15' 80.15' ' MIN. FRONT SETBACK 30' 200.5' 190.8'. MIN. SIDE SETBACK 20' 34.8' 34.8' MIN. REAR SETBACK 20' 605.2' 605.2' / \MAX. BUILDING / AGE MAX. BUILDING HEIGHT 35' 37.4' 48.2' AVERAGE NATURAL GRADE EXISTING STRUCTURE = 77.8' / -_E OF _ \l TEST HOLE LOGS AVERAGE NATURAL GRADE PROPOSED STRUCTURE = 76.6' / EDG SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC ENGINEER: CRAIG J. FERRARI, SE #13871 DISTRICT - - - - - - WITNESS:. AMY VON HONE. RS / DATE: 6-13-2018 PERC. RATE _ < 2 MIN/INCH / N 1 CLAss I SOILS OWNER OF RECORD / CA vSANDY SIDE CORP �--- - P O BOX 525 CP1v CA -`---CA Tv GnTv 1 ELEV. 2 ELEV. YARMOUTHPORT, MA 02675 0 ' CATV ------.CATV-----_ _ CAT CATV 4 4 �carv- 72.5 73 5' EMOVAL OF L/NSUIT E SOIL REQUIR D 0 0 ' A UND PERIMEICER OF LEAWING FACILI �� A A �d0 / WN TO SUITABLE S IL LAYEk- . EPLACE / WITH CLEAN ED. S D, TO MEET ` LS LS SPECIFICATI NS OF 310 CMR 15.255(3 , \� � 1 � � 74 / � �� 10YR 3/2 10YR 3/2 12 12 REFERENCES 0 \ LS LS DEED BOOK 2942 PAGE 183 PLAN BOOK 588 PAGE 91 / T / 42 36" 10YR 5/6 69.5' 48" 10YR 5/6 69, BE MARK: / / / , 2 MAG N = / �O 71.2' NAVD / � 00 -- G \ / / C C PERC FV 1 74�u� Ms MS TH1 - �P�� 10YR 7/4 10YR 7/4 G / Yarmouth Health Department PP VEI) . � • J 72 73 132" / 132" 61 5' 132" 62' L �ti f O 1 NO GROUNDWATER ENCOUNTERED PRO OSED PAVER DRIVE `IBJ. P OPOS DITION\ -R -ROUT EXISTING PLUMBING TO FRONT 0 000 o I� 178- DCF pf]-272 PORCH 51 /S 5 S� I� G G Q EXISTING DWELLING #5 CARRIAGE DECK II V Cn w \w w W w w &E Sl T E �--�' T& E L •0' T4 -E -- I T T&E __T&E TITL= SITE PLAN Y A R" M U T H P 0 R T M A PREPARED OR S . 0 N'� I I k t _6 -c', COMPACTION. (15.221 [2]) O DATE DIGSAFE (1-888-344-7233) AND VERIFYING THE OJALA, P.E., P.L.S. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP 2.5 o ( % SLOPE) ( 2 % SLOPE) (1 % SLOPE) 61.5' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. NO GROUNDWATER FOUND SCALE I"=2000'± FOUNDATION- 75' SEPTIC TANK 24' D' BOX 17' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE BENEATH 5' AROUND THE PROPOSED FACILITY REMOVED AND ASSESSORS MAP 113 PARCEL 12.1.4 LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. *THE THE LOCATIONSALL UTILITIES ANDEALLHALL BU LDINGIFY SEWER OUTLETS A DF ELEVATIONS ZONING SUMMARY PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING DISTRICT: R-40 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 5.4 AC. 5.4 AC. L v u MIN. LOT FRONTAGE 150' 80.15' 80.15' ' MIN. FRONT SETBACK 30' 200.5' 190.8'. MIN. SIDE SETBACK 20' 34.8' 34.8' MIN. REAR SETBACK 20' 605.2' 605.2' / \MAX. BUILDING / AGE MAX. BUILDING HEIGHT 35' 37.4' 48.2' AVERAGE NATURAL GRADE EXISTING STRUCTURE = 77.8' / -_E OF _ \l TEST HOLE LOGS AVERAGE NATURAL GRADE PROPOSED STRUCTURE = 76.6' / EDG SITE IS LOCATED WITHIN OLD KING'S HIGHWAY HISTORIC ENGINEER: CRAIG J. FERRARI, SE #13871 DISTRICT - - - - - - WITNESS:. AMY VON HONE. RS / DATE: 6-13-2018 PERC. RATE _ < 2 MIN/INCH / N 1 CLAss I SOILS OWNER OF RECORD / CA vSANDY SIDE CORP �--- - P O BOX 525 CP1v CA -`---CA Tv GnTv 1 ELEV. 2 ELEV. YARMOUTHPORT, MA 02675 0 ' CATV ------.CATV-----_ _ CAT CATV 4 4 �carv- 72.5 73 5' EMOVAL OF L/NSUIT E SOIL REQUIR D 0 0 ' A UND PERIMEICER OF LEAWING FACILI �� A A �d0 / WN TO SUITABLE S IL LAYEk- . EPLACE / WITH CLEAN ED. S D, TO MEET ` LS LS SPECIFICATI NS OF 310 CMR 15.255(3 , \� � 1 � � 74 / � �� 10YR 3/2 10YR 3/2 12 12 REFERENCES 0 \ LS LS DEED BOOK 2942 PAGE 183 PLAN BOOK 588 PAGE 91 / T / 42 36" 10YR 5/6 69.5' 48" 10YR 5/6 69, BE MARK: / / / , 2 MAG N = / �O 71.2' NAVD / � 00 -- G \ / / C C PERC FV 1 74�u� Ms MS TH1 - �P�� 10YR 7/4 10YR 7/4 G / Yarmouth Health Department PP VEI) . � • J 72 73 132" / 132" 61 5' 132" 62' L �ti f O 1 NO GROUNDWATER ENCOUNTERED PRO OSED PAVER DRIVE `IBJ. P OPOS DITION\ -R -ROUT EXISTING PLUMBING TO FRONT 0 000 o I� 178- DCF pf]-272 PORCH 51 /S 5 S� I� G G Q EXISTING DWELLING #5 CARRIAGE DECK II V Cn w \w w W w w &E Sl T E �--�' T& E L •0' T4 -E -- I T T&E __T&E TITL= SITE PLAN Y A R" M U T H P 0 R T M A PREPARED OR S . 0 N'� I I k t _6 -c', DATE: JUNE 19, 2018 REV.: JULY 2, 2018 (MOVE SAS) REV.: JULY 25, 2018 (ZONING TABLE) REV.: NOVEMBER 6, 2018 (FOOTPRINT) Scale: 1 "= 20' _tea � .. 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com 17 'c �'! VP cia,Pe engineering, MC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-272 EB NORRIS.dwg O DATE DANIEL A. OJALA, P.E., P.L.S. DATE: JUNE 19, 2018 REV.: JULY 2, 2018 (MOVE SAS) REV.: JULY 25, 2018 (ZONING TABLE) REV.: NOVEMBER 6, 2018 (FOOTPRINT) Scale: 1 "= 20' _tea � .. 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com 17 'c �'! VP cia,Pe engineering, MC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-272 EB NORRIS.dwg y 1 NEW HVAC DUCTS RUN 1 BETWEEN EXISTING STUDS, TYP. EXISTING STUDS WALL @ FIRST FLOOR TO REMAIN, TYP. J a I 1 NEW FULL HEIGHT i 1 i BLOCKING BETWEEN JOIST TO STUD/ GIRDER, TYP. _ 3/4" PLYWOOD FOR BRACING STUDS, TYP.�� V-0" TALL FROM B.O. JOIST, TYP. — - _ w - „ I / /� �,� r 1 �� EXISTING JOIST TO REMAIN. EXISTING BALLOON FRAMING STUDS @ FIRST FLOOR, TYP. m, U. z M ADD FULL HIGHT BLOCKING BETWEEN EXISTING JOIST 8 r� (2) ROWS 6" TIMBERLOK SCREWS @ 12" O.C. FROM o Uj BALLOON FRAME STUDS/ GIRDER BEAMS, TYP. m i } r/i 1 EXISTING JOIST TO EXISTING STUDS, TYP. 3/4" PLYWOOD APPLIED TO TIMBERLOK SCREW CONNECTION FROM EXISTING JOIST 1 �r jr a W d BOTH SIDE OF STUDS, TYP.TO NEW STUDS/ GIRDER BEAM, TYP. `" , EXISTING JOISTS TO REMAIN, TYP. — - — - r - - - 1 _ (1) ROW 6" TIMBERLOK E-1 TIMBERLOK SCREW CONNECTION u, t (� SCREWS @ 12" O.C. H 04 FROM EXISTING JOIST TO EXISTING/ NEW STUDS, TYP. ,� � � 1 1 /' / i Y j / 1. NEW STUDS/ GIRDER, TYP. C/1 STUDS UNDER EXISTING �' 3/4" THICK PLYWOOD BRACING MEMBER NEW BALLOONN FRAME STUDS, TYP. ' w 1 , ;-1 %� FOR 1' TALL, TYP. MATCH STUD SIZE W/ EXISTING. "Ilk 0 o , ,; x i NEW GIRDER BEAMSIn H A tn �i+z i 1 ; ;f , • ',r I °'' 'i 't BEYOND. EXISTING BRICK PIER I -I -I 00 rr �l °,.° +/- 2'-6" OPENING I i ! j �, ;� i I BEYOND TO REMAIN. r 1 , 3/4" PLYWOOD FOR BRACING FOR HAVC DUCT, TYP V STUDS, TYP. 5'-0" TALLABOVE SLAB. STUD WALL, TYP. M �j-2x4 F–a W �W EXISTING G GIRDERS TO REMAIN, TYP. MATCH T.O. THICKENED SLAB W/ 1 1 1 K PL 0 3/4" THI C YW 00 BRACING MEMBER W w T.O. PROPOSED SLAB, TYP. 1 iI i V FOR 3' HIGH TYP. A Z jT.0_ —v —PROPOSED SLAB _ ' D __�______________ - p p 01 T.O. EXISTINd SLAB ° I V, D THICKENED SLAB AS FOOTING, TYP. ° MATCH T.O. SLAB W/ T.O. PROPOSED SLAB Ft D n ° p _____ _ 01704.00 MATCH B.O. SLAB W/ ° D o 2 ,' c 6 R.U. B.O. ADJACENT FOOTING, TYP. o p ° ---,. 2 ,-- _ 6 T.O. CONC. WALL NEW FOOTING, STEEL COLUMN, ti I D D p D D - — - — - - - - - — - — - — - — - — - — - — - — - — - — - — - — - � ------ +77'-9" CONCRETE FOOTING, TYP. THICKENED SLAB° p AS FOOTING, TYP. 6" COPYRIGHTED 2019 lVAN BEREZNICKI ASSOC., INC. p B.O. THICKENED D D r - r- AXON0METRIC VIEW @ GRID—B CONC. SLAB EXISTING 1ST. FLR. GIRDER REINFORCEMENT SECTION DTL. @GRID—B ° D t, D ° ° #4 E.W. @ O.C. D p 7°9�%2ERSLA6: �SCALINFORCEMENT 1/4" = 1'-0" SCALE: 1 1/2"= V-0" p ° p - p p----C>------ 0---------- — – --- °----- (2) #5 �O B.O. UPPER SLAB: 76-3 1/2 1 0 #4 @ 8" O.C. 1 r EXISTING 4x8 GIRDERS TO REMAIN, TYP. NEW STEEL TUBE BEAM REINFORCEMENT EXISTING BALLOON FRAMINGgo ( STUD, TYP. I U I NOTE: G.C. VERIFY EXISTING FRAMING CONDITIONS IN FIELD. MINOR DETAILADJUSTMENTS Y y (2) #5 D > ------J s ►- e -' W/ FIELD -WELD STEEL ANGLE SUPPORT p MAY REQUIRED. `, ° a p a 3 FOR EXISTING GIRDERS @BOTTOM, TYP. x D ?b '° Y 0 z z z T - D FOUND. WALL PROFILE BEYOND. N x Y a EXISTING JOIST I EXISTING JOIST TO REMAIN. p 8" 1'-2" TO REMAIN i VERIFY LOCATION IN FIELD. g v �' O V, STEEL COLUMN @MIDDLE a 1 / OF KNOCK -OUT EXISTING 6x8 GIRDER TO REMAIN, TYP I ° #5 @ 16" O.C. � OPENING, TYP. o � a� a 1� �1 \1 on two � NEW STEEL COLUMN W/ OFFSET CAP PLATE 1 N I z ce D _03 ° T.O. LOWER SLAB: �1 o V I to W/ STIFFNER, TYP - p 74'-3 1/2" EXISTING GIRDER, TYP. jam( " r CUT BOTTOM OF LVL BEAM Ft ALIGN W/ B.O. EXISTING 3/8" THICK STIFFNER, TYP. p T.O. CONC. WALL: _ GIRDERS, TYP. 1 { 8"x8"x1 /2" CAP PLATE FOR 73'-9 1/2" O° NEW STEEL COLUMN W! WOOD CLADDINGS, TYP. +/-3 1 /16 V.LF.) i ( 1 WOOD BEAMS SUPPORT, TYP. D - 4 NEW FOOTING, TYP. I NEW P3.0 COLUMN, TYP. 1 i4— NEW WOOD CLADDING, TYP. p GRADE: +73'-71 /2" `V 00 e 00 u 2�8Z 1 1 ° GIRDER REINFORCEMENT 213 BOTTOM AXO. VIEW @ GRID— V, p SCALE: 1 1/2"= V-0", SCALE: 1/4" = 1' 0.. ° 1/4" s 1. 0.. L9_ ° p ° p v DATE: 01/08/19 REVISIONS: 1 I o p p 1 I I 1 p p T:7' z EXISTING BALLOON FRAMING STUDS @ FIRST FLOOR, TYP.Az EXISTING 2x12 JOISTS ADJACENT TO co EXISTING 6x8 GIRDER, TYP. 1 V, D m POO D 1 I } p p D 1 1 1 I p p p D �, MECHAN- I i 1 p p p IXISTING4x8 GIRDERS TO REMAIN, TYP. i i O ° @ 0 ° D 0 lCAL MAfN- { T.O. SLAB: D p ° P TENANCE NEW STEEL COLUMN W! 1 NEW 70' 4 1/2" p p p 1 p r . S`�9c VALUT WOOD CLADDING, TYP. ------------------------------1- cl- -------------------- - p r ------ t PLACE P3.0 RIGHT UNDER EXISTING JACK STUDS ABOVE, TYP. ° D V, I °. ° a T.O. EXISTING SLAB: D f FREDERICK yG M� DETAIL ! ° ---- ------ T 70'-0 1/2"Vlt,'�ENT –' ----V— – C^'•'SEN N ,p No. 26617 O 01 .0 BUILDING PERMIT p p SET STEEL TUBE BEAM REINFORCEMENT ° W/ FIELD -WELD STEEL ANGLE SUPPORTp FOR EXISTING GIRDERS @ BOTTOM, TYP. O p 0 B.O. FOOTING p. p . / % / +68'-3 1/2" D D ° p D. D p D p p ° D D 1 S5 _ GIRIDER TOP AXO. VIEW @ GRID—C — EXISTINGoI ST. FLR. GIRDER REINFORCEMENT SEC. DR. @ GRID—C BUILDING SECTION @ MAINTENANCE VAULT C 1REINFORCEMENT 2A 2 SCALE: 1 1/2"= V-0" 'AXO. VIEW @ GRID -3&A [INTERIOR �7 U r SCALE- 114" - V-0" AXO. VIEW @ GRID -3&C SCALE: 1/4" = V-0" AXO: VIEW @ GRID-3� SCALE: 1/4!' - 1'-0" i ' EXISTING STONE FOUNDATION WALL I I I I I I I I' y,. D ° 5/8" DIA. GALVANIZED THREADED RODS I ° ' @ 12" O.C. W/ NUT Ft WASHERS, TYP. D D D � P C6110.5 C1 INTERIO TYP ' D ' p CLEAN EXISTING INTERIOR MORTORJOINTS Et aI PROVIDE NEW NON -SHRINK GROUT FLAT FURFACE FOR CHANNEL, TYP. I D a , p � I p O c D p D Gi p ° pl P ID � p D p I D ° I ° D p D �p D D , D p II I D D D I ° I D p , D D D D p IC' p D O D D D ' p A � I D b p D p I� CLEAN EXISTING WALL Et APPLY BONDING AGENT FROM CONCRETE PILASTER TO FILL ALL VOIDS, TYP. , D � p P D p D D a p DO D , p I D p D p D I I D D I D D p D D I D p D D o771 77 7 ° D p I D D I p D p a D p I D p D D D D D p � p D p I. D p l D p D i D D p p ° I T.O. EXISTING SLAB: P p' I 70'-0 1/2 - EXISTING /2" EXISTING STONE WALL REINFORCEMENT SECTION DETAIL 1 L-4SCALE: 1 1/2"= 1'•0" 1 T.O. SUBFLOOR +79'-11 1/4" V, <\N Boacl -1 T.O. EXISTING SLAB "fj+70'-O 1/7' X11 � jm EAST ELEVATION @ GRID -3 SCALE: 1/2" = l'-0" :N 1 T.O. SUBFLOOR +79'-11 1/4' -1 T.O. EXISTING SLAB +70'-0 1/2" WEST ELEVATION @ GRID -3 &D l I D sCAI F- 1/7" = 1'-0" D 1 T.O. SUBFLOOR +79'-11 114!' F.O. STEEL CHANNEL BUTT AGAINST INSIDE CORNER OF EXISTING STONE FOUND. WALL, TYP. C6x10.5 PLACED AGAINST STONE WALL W/ NOWSHRING GROUT, TYP. (7) 5/8" DIA. GALVAN OD CONNECTION TO ERIOR SIDE CONC. PILASTE @ 12" O.C., It EXISTING GRADE: 78'•0" T.O. CONC. PILASTER: 87-4 3/4" �LC�1 ''^^ Un CAD C!!VVEN W No. 26611 O _ �GISTE�� T.O. CONC. PILASTER: 85'-10 3/4" Boa � T.O. PROPOSED CONC.` UL o A� o C V, <\N Boacl -1 T.O. EXISTING SLAB "fj+70'-O 1/7' X11 � jm EAST ELEVATION @ GRID -3 SCALE: 1/2" = l'-0" :N 1 T.O. SUBFLOOR +79'-11 1/4' -1 T.O. EXISTING SLAB +70'-0 1/2" WEST ELEVATION @ GRID -3 &D l I D sCAI F- 1/7" = 1'-0" D 1 T.O. SUBFLOOR +79'-11 114!' F.O. STEEL CHANNEL BUTT AGAINST INSIDE CORNER OF EXISTING STONE FOUND. WALL, TYP. C6x10.5 PLACED AGAINST STONE WALL W/ NOWSHRING GROUT, TYP. (7) 5/8" DIA. GALVAN OD CONNECTION TO ERIOR SIDE CONC. PILASTE @ 12" O.C., It +70'-0 1/Z' SOUTH ELEVATION @ GRID -3 &D SCAT E 1/2" = 1'-0" o FREDERICK ' VINrENT ''^^ Un ..r N O V� C!!VVEN W No. 26611 O _ �GISTE�� T.O. PROPOSED CONC.` UL H A� 'L_l T.O. EXISTING SLAB +70'-0 1/Z' SOUTH ELEVATION @ GRID -3 &D SCAT E 1/2" = 1'-0" 00 M ''^^ Un ..r N O V� u W W _ U� 00 H A� 00 h r ' V F..� z ¢ U M W a w mW W 3 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. r� V l l ' cis ,>~ U W u SCALE: 1/2" = V-0", 1 1/2"= 1'-0", 1/4" _ 1'•0" DATE: 01/08/19 REVISIONS: EXISTING STONE FOUNDA-TION WALL REINFORCE- MENTS BUILDING PERMIT SET S5. lb , o pl = 5/8" ANCHOR STONE WOOD D 5/8" ANCHOR p 5/8 ANCHOR BOLTS @ 32" O.C., TYP. _ BOLTS @ 32" O.C., TYP. I BOLTS @ 32" O.C., TYP. FLOOR i T FLOOR 0(2) #5 BARS @TOP, TYP. 0 (2) #5 BARS @ TOP, TYP. (2) #5 BARS @ TOP, TYP. L ^' T.O. CONC.: TT 9" 1 10" 2x12 JOISTS T.O. CONC. WAL I �++ T.O. CONC. WAL T.O. CONC. WALL N T.O. CONC. WALL 1 16"O.C. -- --- -- --- -- --- -- --- , , " I I _ -- -- --- ' T, 1 4" 6" i N N N T 1 1 t 2;><;4 K 4r " \ (2) #5 B @ TOP, TYP. D r'.&U +3 ARS- -----r77 "177 7_ _ +7T-10" SE CORNER D @ 16 12� �#5 BARS VERTICAL� N ( I ) " O.C., TYP. D (2) #5 BARS @ TOP, TYP. j D L4x4x.25 HOT DIP GALV. / D o ANGLE ANCHORED TO v� � � v ii � � v � i� ' CONC. WALL TYP. #5 BARS VERTICAL H D #5 BARS VERTICAL ° +75' 6 (NW CORNER) @ 16" O.C., TYP. / r l W #4 BARS v In In tnr- D D D D 1/3 POINTS TYP. #4 BARS @ W EXISTING 4x$ GIRDERS TO REMAIN. � I I � @ 1/3 POINTS, TYP. D U CUT OFF ALL EXISTING ROTTED PORTION OF BEAM 1 U 00 N - N 1 N +73'+7 1/2" D @ 1/3 POINTS, TYP. D @ 1/3 POINTS, TYP. -.,, E•-1 BEFORE STEEL INSTALLATION, TYP. I _ (SW CORNER) #4 BARS #4 BARS F= -i °^° -_-_DO NOT LEAVE ROTTED PORTIONS. I ( ( N ell I M = rr ll ------------------------------------ 1 2 4 2 2" IL N V U EXISTING JOISTS I I 2 4 ?- 6 I I , T 10" 7" pt °°j,nTO REMAIN TYP. u.oD � rr 2.-.. �,�- K, 1x-0" PLYWOOD OR HARDWOOD SOLID SHIM ; D I I oo I b` 00 (2) SIMPSON 114- SDSx4" SCREWS I (MAX. 1 1/2- THICK), TYP. I o ° 1 I I I #4 BARS 2' 0" r 2' 0" r 1 GT1 00 PER ANGLE, TYP. NEW ANGLE SUPPORT I D T 10" T @ 1 /3 POINTS, TYP. 00 T 1 " T r 1 V� , ° I I _ 1 #4 DOWELS @ 32" O.C. TYP. V 4 L3.5x3x.375x6"LONG � � c I c I T' 10" T T 10" T NEW BEAM SUPPORT: I I @ 24" O.C. SHOP -WELDED OR i ° 1 D I #4 DOWELS U M I I I ° N I N I ' #4 DOWELS @ I I H .. HSS 3x9x.375, TYP. r _ D 32" O.C., TYP. #4 DOWELS @ 1 _I_ FIELD -WELDED TO BEAM, TYP. 1 I I I 32" O.C. TYP. I I T.O. SLAB: +70'-4 1/2" l W P #4 DOWELS C� 32" O.C. TYP. I I = `V I 1 ° 1 1 (2) #5 BARS @ FIELD WELD CAP TO BEAM, NP. I D D BOTTOM, TYP. C%4 a ° (2) #5 BARS @ NEW BRICK NEW STEEL COLUMN: D , o D o CLADDING, TYP. i I HSS3.5x3.5x0.25 , TYP. I t i I - 1 ( ° '-' BOTTOM, TYP. BOTTOM, TYP. BOTTOM, TYP. OND (2) #5 BARS @ I (2) #5 BARS @ I - - --_--- - Z (2) #5 BARS @ BOTTOM, TYP. W I B.O. FOOTING D B.O. FOOTING B.O. FOOTING +68'-31 /2" 1 +68'-31 /2" I +68'-31 /2" - , - +68'-31 /2" V, i01704.00 8A EXESTINGDFIRST FLOOR GIRDS REINFORCEMENT SECTION DTL. FLOOR STEP SECTION ETAIL 6E FOUND. IWALL DTL. 6D FOU/ND.IWALL DTL. 6C FOU/ND.IWALL DTL. 6B FOUND. IWALL DTL. 6A FOU/ND.IWALL DTL. RU COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. I UI STONE WOOD FLOOR FLOOR I I I 5/8" ANCHOR BOLTS @ 32" O.C., TYP. M I U 7 I I I (2) #5 BARS @ TOP, TYP. p I , 5.1 I I N I I T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR -- - - --- -- - --- . _<.........� . . �-�- � 79-11 1/4 -------- — +79-11 1/4 +79-11 1/4 ---------- +79-11 1/4" +79'-11 1/4" jNr iNi -- I I I , 1 0 o V II it II 11 11 rl i Iii I 4 n n II 'I �T.O. LAB: 78'-9" in PLYWOOD OR HARDWOOD SOLID SHIM I I 1 I 1 1 r 1 EXISTING 4x8 GIRDERS TO REMAIN. �. — -� r�xa _a. � --_---_--- (2) #5 BARS TOP, TYP. ' ------------------ >< (MAX. 1 1/2" THICK) FOR HEIGHT r I r r _ >< ADJUSTMENTS BETWEEN T.O. ANGLE TO CUT OFF ALL EXISTING ROTTED PORTION OF BEAM - - - — - - - � - --r- .- 1 I r I (2) #5 BARS @ TOP, TYP. D T.O. FO ND WALL: 78'-8 1/4" i B.O. GIRDER BEAMS, EN BEFORE STEEL INSTALLATION, TYP. r+ « i l i ii i i i iii I I I I 1 IV % CRUSHED STONE 1 E.••( I r I 1 1 r 1 1 . , , . ° , = , �� - `_! BACKFILL UNDER I i REMOVE ROTTED PORTION OF BEAM BEFORE I I (2) #5 BARS TOP, TYP. j '� T.O. GRADE: 7T-11" (NORTH SIDE) D DECK, TYP. / T.O. GRADE: 7T-11" u u u u STEEL BEAM INSTALLATION, TYP. n u e l I ' -----------------------r-a r--------------^---------r�r-- --- -------------r�ri-------- L J LIJ L J ° � D• / / #5 BARS VERTICAL VERTICAL @ 16" O.C., TYP. 111 l T.O. FOL IND WALL: 7T-4" �1 I ( (1) #4 B R @ 1 /3 POINT, TYP. (1) #4 BAR @ 1/3 POINT, TYP. N N ° o j U I U I D 6 I N 61 (1) #4 BAR @ 1 /3 POINT, TYP. (1) #4 BAR @ 1 /3 POINT, TYP. NEW HSS3x9x.375 BEAM, TYP. D D , j 0 I (�0 (2) SIMPSON 1 /4" SDSx4" SCREWS I ° I 10" D Da.Ell PER ANGLE, TYP. ^ POSSIBLE BEAM SPLICE LOCATION, TYP. ( D I � 1 NEW ANGLE SUPPORT L3.5x3x.375x6" LONG1 I `T @ 24" O.C. SHOP -WELDED OR NEW STEEL COLUMN: HSS3.5x3.5x0.25 W/ I '' FIELD -WELDED TO BEAM, TYP. 4"x8"x1 /2" CAP PLATE D o r!l FIELD -WELDED TO BEAM, TYP. 2'-0" 2'-0" 2' 0" 2'-0" 1 D T 10" TT' 10" T 10" T T'D 10" T 1 T' 10" T' I I I #4 DOWELS @ 32" O.C., TYP.- T.O. SLAB: 70' 4 1 2" T.O. SLA : 70'-41 2" D T.O. SLAB: V-4 /2" #4 DOWELS @ 32" O.C., TYP. #4 DOWELS @ 32" O.C., TYP. ° T.O. EXISTING SL r�T-0. EXISTING SLAB ° F4 T.O. EXISTING SLAB D ,., T.O. EXISTING SLAB Cl T.O. EXISTING SLAB +70'-0 1/2" ; .: +70'-0 1/2" - - - - - +70'-0112" - — - — - - - - +70'-0 1/2" - — - - — - +70'-0 1/2" ° #4 DOWELS @ 32" O.C., TYP. u- - — - — - - - - - D D ° (2) #5 BARS ° (2) #5 BARSL (2) #5 ARS ° ° @ BOTTOM. ° D @ BOTTOM. D @BOTTOM. ° EXISTING FIRST " FLOOR GIRDS REINFORCEMENT ELEVATION FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. 4 FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. 5B � SCALE: 11/2"= 1'-0 SCALE: 1/2" = V-0" J/`1 SCALE: 1/2" V-0" SCALE: 1/2" = V-0" V SCALE: 1/2" = 1'-0" Jf"1 SCALE: 1/2" = V-0" 5/8" ANCHOR BOLTS @ 32" O.C., TYP. 5/8" ANCHOR BOLTS @ 32" O.C., TYP. I (2) #5 BARS @ TOP, TYP. 5 8" ANCHOR BOLTS @ 32" O.C., TYP. SCALE: 1/2" = V-0", 1 Q I (2) #5 BARS @ TOP, TYP. 2) #5 BARS @ TOP, TYP. Q 1 I I m ' 1/2"= V-0" 0 ( Q I (( Q I T.O. FOUND WALL' 79' 7 1 /Z" (2� #5 BARS @TOP, TYP. I Q 5/8" ANCHOR BOLTS @ 32" O.C., TYP. T.O. FOUND WALL: 79' 7" - T.O. FOUND WALL: 79' T ; - - 5/8" ANCHOR BOLTS @ 32" O.C., TYP. DATE: 10/11/18 1 I I 1 en T.O. FOUND WALL- 79'-6" 1, T.O. SUBFLOOR ____� T.O. SUBFLOOR ~' "' T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR 0 T.O. SUBFLOOR ----- --- - - -_ +79'-111/4" +79'-111/4" ------------------ +79'-111/4" ------------------ +79'-111/4" - --- +79'-111/4" REVISIONS: D +79'-11 1/4" --- 111 T.O. FOUND WA 78' 8 1 /4" T.O. GRADE: 78-4" ,_ %�,rC�� II "- _ ° T.O. GRADE: 79' 0" D T. GRADE: 79' 0" u r (2) #5 BARS @ TOP, TYP. N T.O. GRADE: 7T-11" D �/ _ T.O. GRADE: 78'-0" 1 D T.O. GRADE: 7T-11" HOT -DIP GALVANIZED L4x4x.25 AS STONE SHELF ANCHORED TO • / CONC. WALL, TYP. ° I I #5 BARS VERTICAL @ 16" O.C., TYP. p T.O. FOUND WA 71".4" #5 BARS VERTICAL @ 16" O.C., TYP. t�l`O (1) #4 BAR @ 1/3 POINT, TYP. � ��\�%/rc\ (1) #4 BAR @ 1 /3 POINT, TYP. (1 #4 BAR @ 1 /3 POINT, TYP. (1) #4 BAR @ 1/3 POINT, TYP. CRUSHED STONE I I BACKFILL UNDER D (2) #5 BARS @TOP, TYP. D a 0 @ 32" I I DECK, TYP. ° D iv D F I #4 DOWELS I I o D (1) #4 BAR @ 113 POINT, TYP. D --- O.C., TYP. D I N ° i N o D FOUND. z • I I 1 N WALL M v I I (2) #5 BARS SECTION T 1 10" T @ BOTTOM. o 1 1 D / FREDERICK VIr4CFNT 2'-D" 2..D" T -O" D T-0" 2'-0" ° g -4 DETAILS , 2 • " C04YEN v� 1 T' lb- T' I T °1 T I T 10D T T' 10" T T' 1 7"j .o No.26617�0�� ---t- I 1 #4 DOWELS @ 32" O.C., TYP. I T.O. SLAB: '-4 /2" D # DOWELS @ 32" O.C., TYP. D #4 DOWELS @ 32" O.C., TYP. D T.O. SLAB: 0'-4 !2" QONAL �1 BUILDING PERMIT c D =O I I p '- O SET D iV ---- EXISTING SLAB ;,, T.O. EXISTING SLAB D _ T.O. EXISTING SLAB L, T -O. EXISTING SLAB ;., T.O. EXISTING SLAB T.O. EXISTING SLAB �- - - /2" ° +70'-01/2" J- -470'-0X +70'-01/2" D - — +70'-01/2" �- -{- - — - +70'-01/2" ) - — - +70'-0112" I I 1 #4 DOWELS @ 32" O.C., TYP. #4 DOWELS @ 32" O.C., TYP. 2 D ° o D o O #5 BARS c {2) #5 BARS (2) #5 BARS (2) #5 BARS (2) #5 BARS c @BOTTOM. @BOTTOM.° D @ BOTTOM. p @BOTTOM. p @BOTTOM. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. FOUND. WALL SECTION DTL. 2B SCALE: 1/2" = 1'•0" A SCALE: 1/2" = 1'-0" 1 V SCALE: 1/2" 1'-0" 1 C SCALE: 1/2" = V-0" 1 D SCALE: 1/2" = 1'•0" 1 A SCALE: 1/2" = V-0" v, r v, I � E I � ¢ I HEADER: (3) 2x8 --------------------------- i � I \� I I jO \\ W \ / I N � N 00 M N O 7-0 1 /2' °O ROW = T-71 /2" l' T 8" ROW = T-71 /2" 0 1/2" ri W/ 3 U I u � < 00 `R\ o• I l�• VI ^I lTw\f u FLUSH BEAM: (1) 3 1 /2"x14" 2.1 E GL I II FLUSH BEAM. (1) 3 1 /2"x14" 2.1 E GL HEADER: (3) 2x8 HEADER: (3) 2x8HEADER: w (3) 2x8 HEADER: (3) 2x8 , � 00 @ EACH END OF BALLOON FRAME, TYP. In -----------�------------� CONTINUOUS 3.5"x5.5" GLULAM COLUMNS r----------- I\ r-------- I @16"O.C.,TYP. i I /I f3. it I � E I � ¢ I HEADER: (3) 2x8 --------------------------- i � I \� I I jO \\ W \ / I� I I I , 1 HEADER: (3) 2x8 r-----------------------------� / I \ I I \\x / � I I bo I I i= Z \\ I I L66------------------- I I N � N 7-0 1 /2' °O ROW = T-71 /2" l' T 8" ROW = T-71 /2" 0 1/2" ri W/ 3 I� I I I , 1 HEADER: (3) 2x8 r-----------------------------� / I \ I I \\x / � I I bo I I i= Z \\ I I L66------------------- I SOUTH SIDE BALLOON FRAME ELEVATION SCALE: 1/2" - 1'-0" i 2 T.O. SUBFLOOR +88'-8 1/2" r FVRREDEIEDEICRCK 11-1 CMYEN .o 'A N0. 26617 < TV_ +77-9" 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. V1 7-0 1 /2' °O ROW = T-71 /2" l' T 8" ROW = T-71 /2" 0 1/2" ri I I I U I o• I I u FLUSH BEAM: (1) 3 1 /2"x14" 2.1 E GL I II FLUSH BEAM. (1) 3 1 /2"x14" 2.1 E GL HEADER: (3) 2x8 HEADER: (3) 2x8HEADER: CONTINUOUS (1) 51 /2'x5 1/2" GL COLUMNS (3) 2x8 HEADER: (3) 2x8 , @ EACH END OF BALLOON FRAME, TYP. -----------�------------� CONTINUOUS 3.5"x5.5" GLULAM COLUMNS r----------- I\ r-------- I @16"O.C.,TYP. i I /I F.O. FRAME TO C.L. (3) 2x6 POST = 9 1 /4" I \z I I \x I I \z/ I \z I I C.L. (3) 2x6 POST TO F.O. FRAME = 9 1 /4" i \\ i FLOOR FRAME OPENING @ STAIR I / \ I I \ o AO f I I I FLOOR ING DIAP GM = T-1 NO FLO ING DIAPH BEYOND = 6' 4 3' 1" T 1" FLObR F DIAPHRAGM D = 6--4 I1111 1 FLOOR FRAh I G DIAPHRA A= 7-1" I 3 1/2" i_�OW = 2--5 1/2"\ i T-2 1/2" = 2'•51/2"\ i i . BALLOON WI ALL I TH = 6' 2" = T-5 1/2"\ i i T-2 1/2" i WOW= T-51/2"\ i 6'-31/2' /ROW _E /ROW 3310•, / \i i/ \I I/ \i I/ I ------------I 3z I i z I z O3 I od �m SOUTH SIDE BALLOON FRAME ELEVATION SCALE: 1/2" - 1'-0" i 2 T.O. SUBFLOOR +88'-8 1/2" r FVRREDEIEDEICRCK 11-1 CMYEN .o 'A N0. 26617 < TV_ +77-9" 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/2" = 1'-0" DATE: 01 /08/19 REVISIONS: GARAGE/ WORKSHOP SOUTH WALL FRAMING ELEV. BUILDING PERMIT SET S3,012 k ' ` V1 l' Q eu a � U W u SCALE: 1/2" = 1'-0" DATE: 01 /08/19 REVISIONS: GARAGE/ WORKSHOP SOUTH WALL FRAMING ELEV. BUILDING PERMIT SET S3,012 k ' ` BEAM: W10x49 2x12 RAFTER, TYP. ROOF FRAMING SYSTEM AXONOMETRIC VIEW SCALE: 1/4" = 1'-0" _ 9"x7 -x1 /2" BRACKET PLATE, TYP, FLITCH PLATE ELEVATION @ ROOF RIDGE SCALE: 11/2"- V-0" ROOF RIDGE FRAMING PLAN DETAIL SCALE: 1 1/2"= 1'-0" 1 /Y' STEEL FLITCH PLATE WELDED TO STEEL BEAM 8: BOLTED TO 2x12 RAFTER, TYP. FLITCH PLATE SHOP -WELDED TO ENDPLATE @ WEST SIDE ONLY. THIP RAFTER. TYP.I L. i �In: 1 N O �0" Y � 3 � z W u V� � w I 39.37' \ , \ 39.37° x 0o U 00 _ 00 V w 53 W ;o H A� 00 4 ' ` z W h BEAM: W10x49 BEAM: W10x49 uo -------- M W --- -------owe — (2)1 /2" DIA. "U -BOLT CONNECTION---�-�- C� EACH RAFTER, TYP. w W � ..J TPITR Ig 19 1p 19 TP I X/ f ROOF RIDGE FRAMING PLAN DETAIL SCALE: 1 1/2"= 1'-0" 1 /Y' STEEL FLITCH PLATE WELDED TO STEEL BEAM 8: BOLTED TO 2x12 RAFTER, TYP. FLITCH PLATE SHOP -WELDED TO ENDPLATE @ WEST SIDE ONLY. THIP RAFTER. TYP.I L. i �In: 1 N O �0" Y � 3 � z 1' 6" V-6" o (4) SIMPSON SDWS SCREWS STAGGERED �- ----------+-- ON EACH SIDE, TYP. ---- ---'------'-- ® I T.O. STEEL: C i„ ® ® f 99'-2 1/2" ' U TOP MOUNT HANGER (WELDED TO T.O. STL. FLANGE}: HPU3.62x10 FOR 3.5x14 GL. o , f \ HWU7x10 FOR 7x14 GL. - — - — - — zo FLUSH BEAM DETAIL @ WOR SHOP It TO SCALE. 1 1/2"= 1'4" ----------------------------- f `h` _------ - --- - -- _--��- \ Y —BEAM: W 10x30 - - O i - f ' HOIST HUNG DOWN FROM Op I 00 g , \\\\ fB.O. TIE BEAM, TYP. tz- MAX. LOAD CAPACITY = 2,000 LBS. p En 'O \ / / I :o ' :o FINISH CEILING LINEcr \ \ \ inLn �- re DUE TO INTERSECTION TO w I 1 3 \ \ I IBREEZEWAY ROOF, NO FLITCH PLATE REQUIRED ON EAST SIDE. 01/2", TYP. 29" I - — - — - — - — - — - — - — - — - - — - — - — - — - — I --—--—-—-—--—-—- — - ---- T.O. SUBFLOOR 68'-8 1 /2" 1 T.O. CONC. WALIJ +77-9" -1 B.O. FOOTING +68'-3 1 /2" 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/2" = V-0", 1'-0" DATE: 11/19/18 REVISIONS: GARAGE/ WORKSHOP ROOF REINFORCE MENT W/ STEEL BUILDING PERMIT SET S3011 00 M_ N O VL V] W u V� � w � vii x 0o U 00 _ 00 V w W H A� 00 4 ' ` z W h w W � z 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/2" = V-0", 1'-0" DATE: 11/19/18 REVISIONS: GARAGE/ WORKSHOP ROOF REINFORCE MENT W/ STEEL BUILDING PERMIT SET S3011 26 J I ttL bKAUr\t I tLtVA I IUN SCALE: 1 1/2"= V-0" U�� BREEZEWAY SOUTH ENTRY FRAMING SW AXONOMETRIC 2A SCALE: 3/8' 1'-0" BREEZEWAY NORTH ENTRY FRAMING NE AXONOMETRIC SCALE: 3/8" = V-0" .o No. 26617 O 01VAL Vt°'- 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 3/8" = 1'-0", 1 1/2"= 1'-0" DATE: 01 /08/19 REVISIONS: BREEZEWAY ENTRY PORCH FRAMING AXO. BUILDING PERMIT SET S3* 10 00 M � coo N C V 1 H U� rn00 ^ U �� 4 V Q v H U w a � A z w 3 CN 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 3/8" = 1'-0", 1 1/2"= 1'-0" DATE: 01 /08/19 REVISIONS: BREEZEWAY ENTRY PORCH FRAMING AXO. BUILDING PERMIT SET S3* 10 EXISTING 2ND. FLR. BATHRM. EXTERIOR WALL. NAIL SHEATHING TO LEDGER W/ 8D NAILS @ 16" O.C., TYP. 2x10 LEDGER ATTACHED W/ (2) LEDGERLOK SCREWS @ 16" O.C., TYP PLYWOOD LENGTH = 6'-2 1/2" 1 1'-0" 1 2'-0" 1 1/2" PLYWOOD OVER CEILING JOISTS, TYP. mom RAFTER SPRING POINT, TYP. 2x10 CEILING JOISTS, TYP. (2) 2x10 BLOCKINGS BETWEEN CEILING JOISTS, TYP. i I F _ FRA F TA SPRING POINT ne T_A_ PI YWOOt1= R'.1 1/7" I LUS210 HANGER, TYP. p 2x10 RAFTER, TYP: ------------------I 2x10 PT. LEDGER BEYOND ATTACHED W/ j 1 (3) LEDGERLOK SCREWS 12" O.C., TYP. i I i i I I ---0--0 -----1 ----------- ----------- - — - — - — - — - — BACK PORCH BEAM SECTION DETA L J SCALE: 1/2" - 1'-0" SOUTH PORCH FRAMING SW AXONOMETRIC SCALE: 3/8" = V-0" 00 M '^ ..r N O � rV''1�4 `./ W ti W x vim'' LL V � 00 00 00 V F�1 Q 4 C) M N �~ �w a H MWM F -N w A z w 3 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. TE—+ V 1 L l' Q a � U F� W r� V SCALE: 3/8" = 1/2" = 1'-0" 1'-0", DATE: 01/08/19 REVISIONS: SOUTH PORCH FRAMING ELEVATION & AXO. BUILDING PERMIT SET I NOTE: - ALL TRUSSES (TYPE -A, B, &C) ARE DECORATIVE EXCEPT TRUSS -B & C TOP CHORD. - ALL RAFTERS ARE DESIGNED TO TAKE UPLIFT LOADS BY THEMSELVES. I - DUE TO HUGE AMOUNT OF UPLIFT @ EAVE OVERHANG, ATTACHMENTS DETAILS SHOWN AS 1 D/S3.8 IS'REQUIRED. - ATTACH ALL DECORATIVE TRUSS MEMBERS DIRECTRY TO STRUCTURAL RAFTERS TO PREVENT i DEFORMATIONS OF FINISHES WHEN MEMBER DEFLECTS. 2x12 RAFTER @ 16" O.C. W/ H2.5A HURRICANE TIE. TYP. PROVIDE (2) LCE4 CONNECTOR CAPS @ CORNER COLUMNS, TYP. PROVIDE BCS2-2/4 COLUMN BASE BETWEEN BEAM Et COLUMN, TYP. PROVIDE ABU44 POST BASE BETWEEN BEAM It FOUND. WALL, TYP. 1 TRUSS TYPE -C NORTH ELEVATION ►�J SCALE: 1/2" = V-0" I I , — 5'-0" T-3 1/4" 5'-0" i 1 I I I I I --- -----------— , I , 7 5/8" 7 5/8" t , TAPEREDpp- SLEEPERS 4' 0" 1 6" �® 4' x00 H 6" 1 T.O. ADJACENT 2x12 RAFTER, TYP. 6" 00 U U TRUSS ATTACHED rW V ,. EXISTING STRUCTURE, TYP. ` r-, 10 2x12 RAFTERS, TYP. 2x12 RAFTER SPRING POINT, TYP. I� U00 4' U p4 Q � F� Z U (2) 2x6 TOP PLATES, TYP. W I � �, 2x12 RAFTERS @ 12" O.C., TYP. �W lki I� 12 A� z -3.25 , rn EQ. TO "A" I "A"= 74.85° I SIMPSON H2A @ RAFTER TO SIMPSON LSTA18 SIMPSON LSTA18 ' STUD, TYP. 4x4 POST, TYP. STRAPS WRAP TO -__ ------------ I STRAPS TO HEADER Et a B.O. HEADER, TYP. 4x4 BOTTOM TYP. JACK STUD, TYP. 45 00^ . Ali to I, F.O. COL. TO F.O. COL. = 5'-8 3/8" F.O. COL. TO F.O.COL. 5'-8 3/8"T i T (2) SIMPSON H2A @ 1 31/2" '1I it f�-31/2" I�1 F.O. COL. TO F.O. COLI. = 11'-4 3/4" CANTILEVER = T-2 1/2" 03/4" (2) 13 /4-xl 1 1/4" LVL co OVERALL TRUSS LENGTH = 17-2 1 / RAFTERS, TYP. i • 4x4 BRACE, TYP. - II N {N � QI fl Ofcm i 8 (2) 2x6 OR (1) 46, TYP. 0 _ I 44 TRUSS COLUMN ATTACHED TO I EXTERIOR WALL, TYP. I Z N I cc 3 � I LA 6 /2", 21/2"N 5 3/4" ' � 2x6 STRUCTURAL EXTERIOR WALL, TYP. Y-71 /2" 1 /4" 9 7 3'-71 /2" 9 /8" 1 4" T-71 /2" ' I SIMPSON H6 @ EACH STUD TO BAND JOIST, TYP. I (2) 2x6 SILL PLATES, TYP. SIMPSON @ 5/8" ANCHORS @ 32" O.C. BAND JOIST, TYP. ST T BAND JOIST TO SILL BAND W/ 3"x3" PLATE WASHERS, TYP. '@ 32" O.C. TYP. I i L� AUNDRY 111 WEST WALL FRAMING ELEVATION I NOTE: - ALL TRUSSES (TYPE -A, B, &C) ARE DECORATIVE EXCEPT TRUSS -B & C TOP CHORD. - ALL RAFTERS ARE DESIGNED TO TAKE UPLIFT LOADS BY THEMSELVES. I - DUE TO HUGE AMOUNT OF UPLIFT @ EAVE OVERHANG, ATTACHMENTS DETAILS SHOWN AS 1 D/S3.8 IS'REQUIRED. - ATTACH ALL DECORATIVE TRUSS MEMBERS DIRECTRY TO STRUCTURAL RAFTERS TO PREVENT i DEFORMATIONS OF FINISHES WHEN MEMBER DEFLECTS. 2x12 RAFTER @ 16" O.C. W/ H2.5A HURRICANE TIE. TYP. PROVIDE (2) LCE4 CONNECTOR CAPS @ CORNER COLUMNS, TYP. PROVIDE BCS2-2/4 COLUMN BASE BETWEEN BEAM Et COLUMN, TYP. PROVIDE ABU44 POST BASE BETWEEN BEAM It FOUND. WALL, TYP. 1 TRUSS TYPE -C NORTH ELEVATION ►�J SCALE: 1/2" = V-0" I I , — _ - --- --- — - — - — - - --- 1 I I I I I --- -----------— - ___ TAPEREDpp- SLEEPERS U 1 `-- �® MATCH T.O. TOP CHORD W/ x00 H m FER T.O. ADJACENT 2x12 RAFTER, TYP. 00 U U TRUSS ATTACHED rW V ,. EXISTING STRUCTURE, TYP. ` r-, 10 2x12 RAFTERS, TYP. 2x12 RAFTER SPRING POINT, TYP. U00 4' U p4 Q � F� Z U 4x4 BRACE, TYP. W N � �, �W lki a 12 A� z -3.25 , rn EQ. TO "A" I "A"= 74.85° I NOTE: - ALL TRUSSES (TYPE -A, B, &C) ARE DECORATIVE EXCEPT TRUSS -B & C TOP CHORD. - ALL RAFTERS ARE DESIGNED TO TAKE UPLIFT LOADS BY THEMSELVES. I - DUE TO HUGE AMOUNT OF UPLIFT @ EAVE OVERHANG, ATTACHMENTS DETAILS SHOWN AS 1 D/S3.8 IS'REQUIRED. - ATTACH ALL DECORATIVE TRUSS MEMBERS DIRECTRY TO STRUCTURAL RAFTERS TO PREVENT i DEFORMATIONS OF FINISHES WHEN MEMBER DEFLECTS. 2x12 RAFTER @ 16" O.C. W/ H2.5A HURRICANE TIE. TYP. PROVIDE (2) LCE4 CONNECTOR CAPS @ CORNER COLUMNS, TYP. PROVIDE BCS2-2/4 COLUMN BASE BETWEEN BEAM Et COLUMN, TYP. PROVIDE ABU44 POST BASE BETWEEN BEAM It FOUND. WALL, TYP. 1 TRUSS TYPE -C NORTH ELEVATION ►�J SCALE: 1/2" = V-0" I I , — _ - --- --- — - — - — - - --- 1 I I I I I --- -----------— - ___ (1) 3 1/27117/8- LVL STRUCTURAL TOP CHORD, TYP. U 1 `-- W MATCH T.O. TOP CHORD W/ x00 H m U� T.O. ADJACENT 2x12 RAFTER, TYP. 00 U U TRUSS ATTACHED rW V EXISTING STRUCTURE, TYP. ` r-, 10 2x12 RAFTER SPRING POINT, TYP. U00 4' U p4 Q � F� Z U 4x4 BRACE, TYP. W N � �, �W a 12 A� z -3.25 , rn EQ. TO "A" I "A"= 74.85° 4x4 POST, TYP. -__ ------------ I 4x4 BOTTOM TYP. 45 00^ . Ali to I, F.O. COL. TO F.O. COL. = 5'-8 3/8" F.O. COL. TO F.O.COL. 5'-8 3/8"T T :• 1 31/2" '1I it f�-31/2" I�1 F.O. COL. TO F.O. COLI. = 11'-4 3/4" CANTILEVER = T-2 1/2" 03/4" co OVERALL TRUSS LENGTH = 17-2 1 / • 4x4 BRACE, TYP. - - N {N QI fl Ofcm Q 8 1 0 = I 44 TRUSS COLUMN ATTACHED TO EXTERIOR WALL, TYP. I N cc 3 LA 6 2x6 STRUCTURAL EXTERIOR WALL, TYP. I T 5/8" PLYWOOD SHEATHING, TYP. —�---— - — - - -- -- - -- —--------- - lY s- TRUSS TYPE -B NORTH ELEVATION l I D SCALE- 1/2" = 1'.0" 1 i ritlicssib T.O. SUBFLOOR +92'-2 1/4' I T.O. SUBFLOOR +79'-11 114" E TRUSS TYPE -A NORTH ELEVATION SCALE: 1/Z- = 1 2 T.O. SUBFLOOL� +92'-2 114!' ji)l T.O. S 1 /4' p� FREDERICK VINC`.PIT Cn"SEN ,o p No. 266I7 /0NAL E GA 01704.00 – R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. E -f 00 M 0 E-( E-( U W x00 H m U� _ 00 U U rW V U U00 4' U p4 Q � F� Z U W N � �, �W a A� z rn 01704.00 – R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. E -f E-( E-( m U h� rW V U SCALE: 3/8" = V-0", 1/2" = 1'-0" DATE:01/08/19 REVISIONS: N & NW PORCH TRUSS ELEVATIONS & AXO. BUILDING PERMIT SET S308 ---------------------------------------------- --- - - -- — ---- ----!I------------------------- --- - - - - - - - - - - - - - - - - - - - - - - ---------- -------------------- (I i : I I I I I I I I I I I I I I � II — —--------------------- - — — — — — — — — — — — — — — — — I ------ — — — _ ------ — — — — — — — -4 — — — — — - — - — - — - — - - — - — - — - — - — - — - - — - — - — - — - — - — - I II I I I ---It---- I I I I SIMILAR n T.O. STEEL: 104'-5" o ANGLE FLUSH BEAM: L3.5x ANGLE WELDED IN FIELD T JLERIFYTING COLUMN:4D (8.25x4.75) ' YOND ' " CONDITIONS IN FIELD. J I EYOND T.O. STEEL: 92'-1 1/2" o t t t- --------------- ----- _ - -- - - —- ---------------------------------------- ANGLE FLUSH BEAM: L3.5x2.5x.5 It I' t ANGLE WELDED IN FIELD TO STL. COLUMNS ON EACH SIDE AS BRACE I It It t i I I I1 � 1I II II 11 Ii I I I i (� t 'I t It i t Li I i, --------- t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �- — — — — — — — — — — — — — — — — — — — — — — — I; li t t D CCC o STEEL FRAME ELEVATION (GRID -C SCALE: 1/2" = V-0" N: 2DI COLUMN BRACING DETAIL (a-0 GRID -C SCALE: 1 1/2"= 1'•0" t t 1'-6" MIN. STRAP NAILED TO BLOCKING Et JOISTS 4-0" MIN. SIMPSON CSI STRAP 14GA. NAILED TO BLOCKING Et JOISTS IN PLACE OF SUBFLOOR P. IN PLACE OF SUBFLOOR, TYP. t Vr 1 1OD NAILS @ 2" O.C. STAGGERED FIELD WELD STRAP TO (EVERY OTHER HOLE), TYP. ANGLE, TYP. STEEL COLUMN BEYOND. ' 21 16 1 'Il i''I� 1 /4'x2" TRA , TY . V t L2.5x3.5x.25 SHOP WELDED �•— EXISTING JOIST ABOVE WALL TO STEEL COLUMN, TYP. i i i i'� I t l t n L2.5x3.5x.25 SHOP -WELDED t TO STEEL COLUMN, TYP. W ii EXISTING WALL @ Id i �� U SECOND FLOOR. t I W N �v Nw a COLUMN BRACING DETAIL (a-0 GRID -C SCALE: 1 1/2"= 1'•0" 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1 /2" = V-0", 1 1/2". 1'-0" DATE: 11 /01 / 18 REVISIONS: TEEL FRAM! ELEVATION (GRID -C) BUILDING l SET 3H OF FREDE�IC{ VI —PIT cpwm -� Zbfil% Q � 0)06� F /STE�� 00 M O W Vr 1 U V V W U �� U Z W N �v Nw a A z w 3 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1 /2" = V-0", 1 1/2". 1'-0" DATE: 11 /01 / 18 REVISIONS: TEEL FRAM! ELEVATION (GRID -C) BUILDING l SET 3H OF FREDE�IC{ VI —PIT cpwm -� Zbfil% Q � 0)06� F /STE�� II I I 1 COLUMN:I A I 1 I I I I I I I \-----� SIMILAR I 1 I 1 I I I 1 I � I COLUMN:I I - — - — - — - — - — - — - — - — - — - — - — - i— - — - — - — - — - — - — - — - — - — - — - — - — - — - — __�_ i ' OLUMN:2 I EYOND I I I N I FLUSH BEAM: W1Dx19 SCALE: 1/2" - T-0" lb - I I I 1 1 I COLUMN:4B 1 I 1 I I 1 I II I I 1 1 \ I I I i I I I I - I I i I I I I I i I I ERIFY CONDITIONS IN FIELD. I ------------ ------------ ------------- - ------- I' STEEL COLUMN BEYOND. ,C-0" MIN. STRAP NAILED TO BLOCKING Et JOISTS IN PLACE OF SUBFLOOR TYP. 1 1 FILED -WELD STRAP TO BASE/ CAP PLATES, TYP. M 0 M. ce 3.0 zgn. quo 0LL.0 � 0 o=0 t; S�3 �p v00 16D NAILS C 6" O.C. FROM STRAP TO WOOD POST, TYP. 16D NAILS 6" O.C., TYP. 1/4"x2" STRAP RUNS @ EACH SIDE OF I 1 STEEL COLUMN TYP. 2 6 N N ----------I----------------------------------------------------------------------- -----------------------------------------I----- N 7rr7 UT ® ® ® ® ® 00 EXISTING 8.25"x4.75" WOOD POST. EXISTING DOUBLE WALLS SECOND FLOOR. �I W _—_---_ _—__—_—_-----_---_—_I_ _—_— _—_--- — — -------- ------------—I --_—_—_—----_—_ �+ 0�0 U_ I I ~7� M ~ I I I I H r:a 3 II I I 1 COLUMN:I A I 1 I I I I I I I \-----� SIMILAR I 1 I 1 I I I 1 I � I COLUMN:I I - — - — - — - — - — - — - — - — - — - — - — - i— - — - — - — - — - — - — - — - — - — - — - — - — - — - — __�_ i ' OLUMN:2 I EYOND I I I N I FLUSH BEAM: W1Dx19 SCALE: 1/2" - T-0" lb - I I I 1 1 I COLUMN:4B 1 I 1 I I 1 I II I I 1 1 \ I I I i I I I I - I I i I I I I I i I I ERIFY CONDITIONS IN FIELD. I ------------ ------------ ------------- - ------- I' COLUMN BRACING DETAIL @ GRID -B SCALE: 1 1/Z"- 1'-0" ------------------------------------ - --- II I O I I O j�EDERMK Crn�iFN -4 No. 26617 ti 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/2" - V-0", 1 1/2"- 1'-0" DATE: 11/01/18 REVISIONS: STEEL FRAM ELEVATION (GRID -B) BUILDING PERMIT SET S3,05 STEEL COLUMN BEYOND. ,C-0" MIN. STRAP NAILED TO BLOCKING Et JOISTS IN PLACE OF SUBFLOOR TYP. 1 1 FILED -WELD STRAP TO BASE/ CAP PLATES, TYP. M 0 M. ce 3.0 zgn. quo 0LL.0 � 0 o=0 t; S�3 �p v00 16D NAILS C 6" O.C. FROM STRAP TO WOOD POST, TYP. 16D NAILS 6" O.C., TYP. 1/4"x2" STRAP RUNS @ EACH SIDE OF I 1 STEEL COLUMN TYP. 2 6 N N N N 7rr7 UT ® ® ® ® ® PROVIDE DOUBLE BLOCKING BELOW STRAP FOR (3) BAYS MIN., TYP. EXISTING 8.25"x4.75" WOOD POST. EXISTING DOUBLE WALLS SECOND FLOOR. COLUMN BRACING DETAIL @ GRID -B SCALE: 1 1/Z"- 1'-0" ------------------------------------ - --- II I O I I O j�EDERMK Crn�iFN -4 No. 26617 ti 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/2" - V-0", 1 1/2"- 1'-0" DATE: 11/01/18 REVISIONS: STEEL FRAM ELEVATION (GRID -B) BUILDING PERMIT SET S3,05 1 AZEK 5/4 NOM. TRIM, TYP. 1 A&M 5280 MOULDING, TYP. —' dI w X13 AZEK 1xNOM. TRIM BOARD, TYP COPPER FLASHING OVER 3/4" PLYWOOD DECK, TYP. TAPERED 2x8 JOIST @ 3/4" — 3/4" ROOF SEATHING, TYP. 1 1 /8" ADVANTECK, TYP. DECORATIVE RAFTER TAIL, TYP. AZEK 1xNOM. TRIM BOARD, TYP. T _ ORDER OF CONSTRUCTION: #1. FRAME 2x12 RAFTERS. #2. INSTALL DECORATIVE RAFTER TAIL & BLOCKING. #3. INSTALL PLYWOOD SHEATHING FOR DORMER SIDE WALL. #4 FRAME 2x4 SIDE WALL AGAINST PLYWOOD SHEATHING. TYPICAL DORMER SIDEWALL/ KAI- I LK I AIL Ur- i AIL SCALE: 1 1/2"= 1'-0" I I /x\ I a c Lu cc / N 1 31/2 - INSIDE F 0 FRAME TO INSIDE F.6. FRAME - 4' 1" TYP \ 3 1/2' 1 T I � i u- \ I 0 \ i I /I-FRAMEOUTSIDE F.O. FRAME TO OUTSIDE F.O. = 4' 8" P. TY ce NOTE: \ i ' I { N RED LINE REPRESENT RAFTER SPRING POINT. \\ i j ---)------N---------------------------------\–I---� /i ------ —x 2x6 DORMER FRONT WALL \\ I 1 k------------- --------------------------------------�\\\ a SOUTH DORMER SPRING POIN DIAGRAM �I 16" O.C., TYP. 00 M i " N O •_•--ate._..._ �_..-_ •----a E� 3/4" PLYWOOD CORE FRAME, TYP. r I V fl 00 U W W� r T-3 1/4" I I 1 SOUTH DORMER DECK & RAK DETAIL B uU SCALE: 1 1 /2 z M I W � N �v �w aH (� w z o, )j \ \ I I \ \ _� \\\\ ---------\\ 72;;74 BLOCKING AS NAILER FOR ROOF SHEATHING, TYP. 1 2x12 ROOF FRAME FILLED W/ IICYNENE INSULATION, TYP. I 1 3/4" ROOF SHEATHING, TYP. dJ' DORMER SIDE WALL FILLED W/ w) ICYNENE INSULATION, TYP. BUILD SIDEWALLAFTER o PLYWOOD INSTALLATION, TYP. `" ^' �� `" JI i 3 3/4" PLYWOOD SHEATHING 0 NAILED TO DECORATIVE t xui RAFTER TAIL, TYP. CUT B.O. PLYWOOD PER zIo ROOF SLOPE, TYP. B4O.DORMER SIDE WALLALIGN W/ _ 2 4 ; r4 :IIS g-0._ROOF FRATERS, TYP. DORMER SIDE WALLW/ SLOPE 1 i STRUCTURAL I @ BOTTOM, TYP. I � i (2) 2x12 RAFTERS, TYP. 1 21 /4" WIDE DECORATIVE RAFTER TAIL I( ATTACHED TO (2) 2x12 RAFTERS, TYP. 1 i 0 3/4" I I 21/4" 2'-0 1/2" T _ ORDER OF CONSTRUCTION: #1. FRAME 2x12 RAFTERS. #2. INSTALL DECORATIVE RAFTER TAIL & BLOCKING. #3. INSTALL PLYWOOD SHEATHING FOR DORMER SIDE WALL. #4 FRAME 2x4 SIDE WALL AGAINST PLYWOOD SHEATHING. TYPICAL DORMER SIDEWALL/ KAI- I LK I AIL Ur- i AIL SCALE: 1 1/2"= 1'-0" I I /x\ I a c Lu cc / N 1 31/2 - INSIDE F 0 FRAME TO INSIDE F.6. FRAME - 4' 1" TYP \ 3 1/2' 1 T I � i u- \ I 0 \ i I /I-FRAMEOUTSIDE F.O. FRAME TO OUTSIDE F.O. = 4' 8" P. TY ce NOTE: \ i ' I { N RED LINE REPRESENT RAFTER SPRING POINT. \\ i j ---)------N---------------------------------\–I---� /i ------ —x 2x6 DORMER FRONT WALL \\ I 1 k------------- --------------------------------------�\\\ a SOUTH DORMER SPRING POIN DIAGRAM �I 00 M N O T� Vl � E� U En r+ i V 00 U W W� x �20 20 uU z M W � N �v �w aH (� w z o, 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. IN Owl aid i 2x12 RAFTER: DORMER OPENING. / FREDERICK \ Va,ryrc;,tj CniyrN ,� tvo. 26617 i. T T-7 1/8" 1 1 i !B R NORTHSIDE MIDDLE DORMERD C & RAKE DETAIL VALLEY RAFTER LAYOUT @ EAST DORMER SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= V-0" i C.L. WINDOW TO F.O. CASING = 1'-8 1/8" 8" CASING TYP. 8 1/4-CORNER- 73/4- BOARD, TYP. i 2'-8 5/8" FRAME 2 2x12 RAFTERS. /� c 1 11/2" 11/2" 2'-15/8" 4"1 ' FOR DORMER SIDE WALL. #3. 314" ROOF SEATHING, TYP. #4. AZEK 5/4 NOM. TRIM, TYP. RAFTER TAIL & BLOCKINGS. `. lA&M 5280 MOULDING, TYP. 1 1/8- ADVANTECK, TYP. o� J AZEK 1xNOM. TRIM BOARD, TYP. DECORATIVE RAFTER TAIL, TYP. 03 Gip �o I�1 A 00 0Lu3 r�l V h 4 u Ncc U olo COPPER FLASHING OVER J o 3/4" PLYWOOD DECK, TYP. ulv � W a TAPERED 2x8 JOIST @ AZEK 1xNOM. TRIM BOARD, TYP. 16" O.C., TYP. 2x FLAT CORE FRAMING W/ <.�44- r ...� .._ . .. ...-..........;. _. �... ' 3/4" PLYWOOD ON I� T/ EACH SIDE, TYP. �l i. T T-7 1/8" 1 1 i !B R NORTHSIDE MIDDLE DORMERD C & RAKE DETAIL VALLEY RAFTER LAYOUT @ EAST DORMER SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= V-0" i DORMER SIDE WALL DETAIL @ NORTH MIDDLE DORMER SCALE: 1 1/2"= V-0" ATTIC ROOF FRAMING SE AXON OMETRIC HIP/ VALLEY RAFTER LAYOUT @NORTH CORNER DORMER ORDER OF CONSTRUCTION: ' l #1. FRAME 2 2x12 RAFTERS. /� c 1 #2. INSTALL PLYWOOD SHEATHING FOR DORMER SIDE WALL. #3. FRAME 2x6 SIDE WALL AGAINST PLiWOOD SHEATHING. #4. INSTALL (1) 2x12 RAFTER, DECORATIVE RAFTER TAIL & BLOCKINGS. `. 00 I�1 A 00 r�l V h 4 u U � W a o, DORMER SIDE WALL FILLED W/ " ICYNENE INSULATION, TYP. BUILD SIDEWALLAFTER ail PLYWOOD INSTALLATION, TYP. 3/4" PLYWOOD SHEATHING ` i� NAILED TO (2) 2x12 RAFTERS, TYP. o CUT B.O. PLYWOOD PER , o z ROOF SLOPE, TYP. 2x12 ROOF FRAME FILLED W/ v 0 3 ICYNENE INSULATION, TYP. l 3/4" ROOF SHEATHING, TYP. 00 zoo 3 3/4" � FF -j-j 3'-57/8" I i STRUCTURAL l (1) 2x12 RAFTERS, TYP. �( 2 1/4" WIDE DECORATIVE RAFTER TAIL ' lATTACHED TO (2) 2x12 RAFTERS, TYP. 1� l _ _ B.O. DORMER SIDE WALLALIGN W! N 2 6 N f N N i _ _ B.O. ROOF PRAYERS, TYP. _ l DORMER SIDE WALLW/ SLOPE ' ' STRUCTURAL @ BOTTOM, TYP. f ( l I l (2) 2x12 RAFTERS, TYP. l l z l 1 1/2" 10 3/4" 2 1 51/2" DORMER SIDE WALL DETAIL @ NORTH MIDDLE DORMER SCALE: 1 1/2"= V-0" ATTIC ROOF FRAMING SE AXON OMETRIC HIP/ VALLEY RAFTER LAYOUT @NORTH CORNER DORMER 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/4" = V-0", 1 1/2"= V-0" DATE: 01/08/19 REVISIONS: A1TIC ROOF FRAMING S AXONOMET RIC VIEW BUILDING PERMIT SET S2,04b 00 M �.r N O /� c 1 V W �h 00 I�1 A 00 r�l V h 4 u U � W a o, 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/4" = V-0", 1 1/2"= V-0" DATE: 01/08/19 REVISIONS: A1TIC ROOF FRAMING S AXONOMET RIC VIEW BUILDING PERMIT SET S2,04b B J O) Z ' m U 2 RAFTER 16"O.C. i /4" i I i' 2'-2 7/8" 1 ,D" LX1L KAr ICK -_ IQ V.L. 8 3/4" T-2 7/8" ' T-1 1 1 <I RAFTER LAYOUT `L STARTING POINT O 11 1/2" 1 i 5'-1 1/4" A B C D J J II 3' �' ' 0 Z w LI.I Z 9 � QI QI WI �I `_ HEADER: `� 00 HEADER: w O (1) 5 1 /2"x14" 2.1E GL d (1) 5 1 /2"x14" 2.1 E GL O U U � I u: 64" I I 6'-8" I ! .P \ / T^ II � III II T O• / \ / RAFTER LAYOUT O C s 1 I \ C�+sl \\ % I ♦\~ CO f/ j i I n `?+? I I ---- +b j tiib jj I �h+��'8 C+s \\\ / �y♦\g`c.`O f 1 STARTING POINT + I SFr \ y �. I + �' +� \ 8 �+ ♦� �' / �� `� ,,+ O ID t I \ O / \ / k. "- O O / I �' STARTING POINT \ !, � � I t I I CO +D I ! 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I li I j \� r .o ,n FLITCH PlA r 3 N \ / I L li L 00 _ FLITCH PLATE C o o c- 11 I N C E -, Ir }1b I t I III ♦ I hI L I ( -�--- — --- - -J L •• v , �/f 1 , ( 3 In w �'°O FIT =_- --- --- ~ H PLAT -� __ _ L r J O� X f �D 1 Iii -- -- -- L m J -- - - , .0 1, - _ t 1 (_ m_ y\ �F , pr T 7 I FLITCH PLATE B v, zw 1 I II m P / N I O v=i = m W II r Q-' -- - M( �_ _- - -- -- - -- 1 \� III I ( __-__ O iv o u J_ N I I N I L Y Q �// x m O x a I =N ♦\ C = L II ( 1 u 1 _-___ O W In I !I N J / I I x In FLITCH PLATE (C I II ��f/f x x /q J1 1 L -- / I I I tL1( N I I J v \ v I x II s w \ ^^ I I JI L _ Qg // v I i 2' t /2` 2'-2" T-2" 2' 1/2 I I I t a :o N w I O m 1 I 1 v x o I I \\ r I ► m�' w II I N r 3 1 1 I ( f to x- — - __-_- \\ I N I I \ 'f' 0 II N :o I I ,II kVA\Rf/ m I I 1 N I '' N I;; N I I w ' N \\ t�,P' JA IIL_ _ i I N-, I I II L O J u. �G // J I I I I \\\�q r , I I j = BITCH PLATE (B) 1 J L �, f/ w 1 1 h- I u+ .r 6 II __-- - N ev I N N N I I: N \ ! Ur W Q I r (s // lJ 1 v l7 1 \\ \ O I � N In 1 ,il r / 1 1 1 \ Y 1 j1 I = FLITCH PLATE (B) N I I 11 O // O 1 w t W I v I \\ L J 11 m 1 / ^ ^ ^ \\\\\ +�6 I I I m II L J O / f- (1 J r. I ♦\ \ FAL II I 1 00 t m I I \\ ♦ J I L I ° 4a ao E______ I FLITCH PLATE B) I II L i I I I I D \ _ I -=---- t I I ♦ / I iv I J. / t7I 1 w r i 1 N In -1 1 I I r , I I 1 \\\♦ F p 1 4'-3 1 4 1 /2" In x 1 11 f o ♦ \ II I - ir 17 5 1 ° 1 I Do ♦\\ J pL I 1 FLITCH PLATE (C) '^ i� _ - - t r / I I I ♦\ \ ♦ I -� - - - -------� FLITCH PLATE C - r \' c------ \ ----- c� \ I I h °° I 0 I I t I ' vv ♦ J 11 r N , (2) 2x12 RAFTER 1 �// / I ' 1 v \ vAv lir & FLITCH PLATE n ------ -- JII L 116 Li FLITCH PLATE / r ( AREA: \\\ ; r I u•I I I \ II - — - -_- = - f/ I I I HATCHED A � \ I, h 11 I 11 I ---- v In 1 % HATCHED AREA: I HATCHED AREA. \ J L I I I J I 1 L /, Zx12 ROOF OVERFRAME 1- - _ ______ o �______ ___h II _ ^^ 2x12 ROOF OVERFRAME j! 2x12 ROOF OVERFRAME \ r / ROOF BREAK BEAM: W10x19 ROOF BREAK I JI IL W10x19 ROOF BREAK BEAM: W10x19 II - *___ \ N _- 1) / __ _ j - -- I J J L J J - J L J: L J L \` L$ _-- ` / J L J L J L J L J L J L J JUL JUL JUL JUL J L J L J L J L L_- J Ls J L J L-=�J�,FJ�L S= -L -- - \ \ --- ___--- - J L J L J L J L JL J L J L J L �J I. L J L J L J L .{. _ _ _--- _- -- �_ , s _ -_ s -.- _ _ - -. e e- f\+1 �--:.--1i-.rL __ -T, I� �sc I r�f---I---�•Q.• I:��LY t- -7 R'� \ i. I —I � O -- --I - - -II _ =-/I_I _ ._ ;-- - --- - - I i / �I N to I I i w i w W \\ / _ NM \\ i W I I i I F i` r` -=======3 8" 1�'4" 8" i --- \15 L � ------ 1 C41 -_--= " ' " 'T-87', 1 +•8'01/ 6'' 1 <31/'l" +1 =67/8" V.Lf I 5-8' I +/ ' 10 / F. °•° _ I' I I I I I I I � I I I � I I I '� I I 1 I I I 1 1 1 1 1 1 1 - ''' ----- 4i— I I ^/ \� 1 I 11 I I !li Ivr s \r 1 I I 11 I II N/ N1 1 1 I I I (VA.r, F.O._--------AM --_ I I I ih I it � - --- - ---- --- - --- — - - v <V -• .r . -------------- - I �' t 3FA2 8R: i O � r0 II �.� b II HEADER' II�/� I I HEADER: I /J I I I ,\'0 11 I I '1j I tisss (3)2x8 I If` J I I I I Cps,P.i b /, 'i' '� I I '� I 'C` I 11 /J i i II ys,P'V4 !III L IIS r sss `! RAFTER LAYOUT �`' 1 I I I \� phi I I (3) 2x8 1 I Ol �f6 I I }O' Obi i �\ O I O !,6!, s+ I I RAFTER LAYOUT by i i 1 I ,1+ !II 1 1 IIS O� �,II ' ?' 1 I r0 1' r I O `'' I I ' \1 VIII I I III O III ( O y+� O h I 11 I O 0�` II I I �.\ p III III ZF6 I I y p III `t O , !, F6 III ! 's+ I I III III 6 1 I I ! S+ "' STARTING POINT "�. \,• I t i ♦, I i l Q ,; I 1 �• \.• I I I ,' \' -- Q ' 1' I 1 Q'Y �S I I `,O\'-- ----------- - O,j,, I I Q�L S I ? 1 I O ----- STARTING POINT h4 II p I I I III ' III f I h III O I I ' O �' i O I I O �+' +. O 11 I.O --t1 -- 7 { I t�+ CO 114 LO - --- 7! } �+ \+p ♦. ----+- -�---- - �- 1 O - ----- ----- �y I I MI '1/ • S / Q' ---------- j, -'Y - 'y�y � +p�S 11 11 i 1 I \�?s I I I I I f S I I L--------------- -- hh/ I I I ,jh I I L-------- i ---------------- --------J �,\�,y� _ of___ ______- I -- J �p I I Q �I I QIZ ( I Dr I I I , 1 _ I I I I 11 I J J -4 I J J J 0 Dr I I I I I I W Layl 3 Layl o� Lay[ Ia la I I 0,12 3 3 a,13 I ac w w W , i S i I I I I II I��o Wo I �o �o I �o �o I Z LL Vf Ln Vf i w ce I 11 E UAL E UAL u N E UAL E UAL N� E UAL E UAL d "Z 2'-4 3/4" 2' Lu 1 3/4" I 5" Iu1 I 5" I I I I I 1 3/4" I -4 X' I 'R I o I o ' I1' -7 I 1 ', 1 T-8" V.I.F. 4'-11 3/4" 5' 0 3/4" V.1.�. �00 Jo I I N 0 I g 0 -79/16" .I.F. 4'-113/4" 5'-13/16" V.I.F. I ( Jw Ja. ! Jqw I NjtY NJW JW I 21'-4" 10" 21'-4" , ' 0 0 0 0 1 6IZ p 1 oIZ olZ ' Ii u � 1 11.11-1 u: M u:2x12 RAFTER 16" O.C. I 2x12 RAFTER @ 16" O.C. I ( I -� I I RAFTER LAYOUT I 21'-9" I I 21'-9" RAFTER LAYOUT STARTING POINT STARTING POINT ' I I 43'-6" STRUCTURAL FRAMING NOTES: JOIST/ RAFTER HANGER -ONLY POINT LOAD/ WIND PRESSURE RELATED COLUMNS/ JACK STUDS ARE SHOWN ON FRAMING PLANS. I ' T RAFTER: LSU212 -PROVIDE SQUASH BLOCKING UNDER EACH STRUCTURAL COLUMN AS NEEDED. TRUCTURAL FRAMING NOTES (KING STUD): ----- F.O. FRAME — - lA (1) 2x12 JOIST/ • _ -EACH S SQUASH BLOCKING IS SAME HEIGHT AS JOIST UNLESS OTHERWISE NOTED. -SINGLE WINDOW/ DOOR OPENING UP TO 3'-0" WIDE: (1) KING STUD REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. (2) 2x12 JOIST/ RAFTER: LSSU 212 2Q - ALLOWED IN THIS PROJECT. ENGINEERED BEAM/ COLUMN TO USE GLULAM (GL). -DOUBLE &TRIPLE WINDOW/ DOOR OPENING UP TO 8'-0" WIDE: (2) KING STUDS REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. 3) 2x12 JOIST/ RAFTER: LS -90 ON BOTH SIDES W/ (5) TIMBERLOK SCREWS. NO LVL A I , I I I JI JI -J.I I 'll ' ¢ ?.a ¢ ¢ 3I 2 3 3 I O 53.9 t7 w O I w�' t7 ( w I Lu Z ZI I i mu_ r ¢ ¢ I to LY W I m I I lL LL ��! �' ' I ¢ m �� ' PROJECT NORTH wl I ml JI I OI O Lj (U LL REDERICI; OI I Jj U Ii �` �g VINCENT u- B C D1 D CM IFN y A Al A Al B C D1 D .o No. 26617 O <� 3RD. FLOOR CEILING JOIST FRAMING PLAN 90 �STE��`� UPPER ROOF FRAMING PLAN i SCALE:1/4" _ 1'-0" SCALE: 1/4" 4" = 1' 0" FFSSIpNAI I A 00 M 3I N 0 rA vi O U E� J aQ_ Z w W ' V 10 G 00 u_ RAFTER LAYOUT 0p w p STARTING POINT -i'Z u U N 411 ' 111!2" , 1 /2" 00 S'-11/4" 2.4 --- RAFTER LAYOUT U M w H B J O) Z ' m U 2 RAFTER 16"O.C. i /4" i I i' 2'-2 7/8" 1 ,D" LX1L KAr ICK -_ IQ V.L. 8 3/4" T-2 7/8" ' T-1 1 1 <I RAFTER LAYOUT `L STARTING POINT O 11 1/2" 1 i 5'-1 1/4" A B C D J J II 3' �' ' 0 Z w LI.I Z 9 � QI QI WI �I `_ HEADER: `� 00 HEADER: w O (1) 5 1 /2"x14" 2.1E GL d (1) 5 1 /2"x14" 2.1 E GL O U U � I u: 64" I I 6'-8" I ! .P \ / T^ II � III II T O• / \ / RAFTER LAYOUT O C s 1 I \ C�+sl \\ % I ♦\~ CO f/ j i I n `?+? I I ---- +b j tiib jj I �h+��'8 C+s \\\ / �y♦\g`c.`O f 1 STARTING POINT + I SFr \ y �. I + �' +� \ 8 �+ ♦� �' / �� `� ,,+ O ID t I \ O / \ / k. "- O O / I �' STARTING POINT \ !, � � I t I I CO +D I ! II \ 1 1 p / _ -`• -- 'b g�. I c'4 p r, �Q is I 1 \ 1, \ / \ '�' / 1I II lr pv I I I I p\'' \ O\. / 1 N `� O♦' \ 1+ \. / O �� i II0 1 ��5 �� 1��, I _ ♦1 ♦• ,r�i \,• / t. \ C. / F.O. FRAME CO \ I I ` --- ` -- - ^� - -- - _ - I a --- -- :If --- I ( _ co I I \ \ / / I ly 1I \\ HEAD / \ r --- - - I X\\= - / ! ', I 1 \ I' \ \\ i I / I \ O ER: / N M III I -I r ' I I 1 I \ / I L J ,L ( J '.L / JIT, �• - N Nom.-----� I - I N' - I) �'.,L -_- J L J L SISTER RAFTER TAIL \ - - I I L\ J L J / J N I 1 I 3 2x8 `Sa DIRECTLY TO RAFTER. I _ — _ ______ __ II 1 r - -___-_ N N --___- ---_ , I -_ I- __ I " "" " N I N -1 \\ I" V I ^' I BEA5 112"X11 7/8" 2.1E GL N I N N - � I r BFr4AA: �� , 1 I I "�' �. / I .n 1 -_-_ I I I / I I I I I � N I ^' (1) 5 1 /2 x11 7/8 2.1 E GL t, \ I \y I/ I ^' O I ! I _ _ / 1 u, L v! J L ---- _---- -- - __ -_-- _-__ f=====-_ / (2 2X12 RAFTER In 1 I JII - -- ' ' ' _ - - - 2 2x12 RAFTER ---�- s --- - -- - - - I I _ LJ_ �_ _ _ __ --__ i� ^ c=====_ Er FLITCH PLATE - , r , r , r' 71 , � , M , rR W10x19 _ _ FLITCH PLATE A) s FLITCH Pf1aTE F4 ------ -- �' r , , r g r , r =1 r r , v r t , r , , r r , r / �_ 1 °O _ _ — _ \\ R B W q o ROOF BREAK BEAM ' ROOF BREAK BF_AM: W10x19 \ 71 / ------ r OOF BREAK EAM: 10x1 ' \ I / / 1 - - - ------ 55.5 I , II \ � 1 / ♦ / � , HATCHED AREA: / 1', HATCHED A 1 // I ''�° FLITCH PLATE (C I - „I \� / / li 2x12 ROOF VERFRAME // In v 1 1 jl t \\ w ( \ I o`o "' I ♦ \\ 2x4 ROOF OVERFRAME I S5 %// A I ^' I \\♦ I o J L 11. J L I J L J L J u n FLITCH PLATE B I 1 14 ♦\\ I I / J L J I o __--f - 1 J / �, \\�\♦ I I � v ex POOff 1 -5 1 / '// II I • ta7 I ^ I L \ .O 3 \ I J L J L J L _ J L _ _ zo I N III \\ \ I FLUSH BEAM. (2) 2x12 \ 11 I _--__ 2 I ti, RUSH BEAM: (2) 2x12 --- I I ----- 55.5 -J I N �� y\ J L J L J L J @ I I I \\ \-5 1 i I 4'-3 1 1/2 r\° jfl r - - - - > I / \Q� // c U I io FLITCH PLATE B 1 b pr , I 1 I ♦\♦ O \ / O d` %// �u, I r in M f/ , FLITCH PLATE (B v II O I J li m u ci ------ CMI b In I L o \\\ y o I ------ Q '^, N I FLITCH PLATE (B) ga I m It r x OL a / 3 , p (2) 2x12 RAFTER ---- t :o \� � I x I x // '� J ILL J I� I I 9 a s \, iY :0 1 I JII L \ I i s x I 3 // �' , p I _ ' I ♦\♦ F. W O N I I ,II r<<c. ♦ \ 3 N N / j/!' IIr , 1 ____ _ — _ �o X ( I JII L 3 ♦\� �j J (I - b ' - - — _ •- In I I C` c J 1 N I L II .. r / I Et BITCH PLATE N N FF TCH PLATE B) I I L J L 'S/q \�\ \ ", r M v I / / �QQ4 II J _ - }b �• 3 - - - - - '1♦.��j v~i ga =a _ ----- f \\ /f v I I w - — - r \\\\ I HATCHED AREA I 9 /, t�0 ♦� I y (2) 2x12 RAFTER I L CO\\ J "� _ _ --L_-J-- o O ----- _. --- - F ITCH PLATE C - '° BITCH PLATE (C) ,I I �i ♦\ -I 1 FRAME I O \� _ L — O \`O\. I .I ,� O // , - - -- I- iF W I I III J p 1 _- -- Et BITCH PLATE \\ T111, I O z w ♦\ I 2x12 ROOF OVERFRAME 1 ' I t� / f I I _ _ -_ m.- --- i -- - G ---- __ I f r \\ 0 o I 1 / / m Et) 2x12 RAF Tf a'-_--__------- -------------_ ------ LL J-- - -Ic ro o / 1 -- - ---- I L 00 1 I h -6 0 T - T O -- ISL U. ,d I w ( O~ uv, \\ _ I I -�---- _- = _ L \ Ilr H'` % I 01 O� I (I H J �I I% o cc x b h N,n - / 1 / ,LbO l �h :o W ,�� 0 X L \\♦ / , i / I c,�t�+� x o JI al I \ + I -- + o II 1 ♦\\ �/ ► I / N '1f p �' 2.4 IL ` + ? �� I tib' w x {I 1 ^.. O N� b 1 \\ 1 - - - - t - - r •>+ Va i \ O NC,�y`� �O I \\\ I I / ', % �, yy O >- LO = 1 I \ I ' / C.L. BEARING WALL 01704.00 i // I !; / - — - — N I - L I \ TRUSS BOTTOM CHORD: W76x31 -- / - — - I --- I /� - - �O� - — - — - - — - 3 -CO -- JII I,L TRUSS TOP CHORD: W76x31 , L L OI - ---------- -� _ I ---------------- \, III I \\\ / I P I O �- _ - � is / I _ _ _ — L OO -_ - - - - _ C-- _ _ " - --- _ C= --_---- - - _-� I m Z - L �_- i \ J L \' J I i 1 I J 1 I I R.U. I C-- r C -- - 3 2X12 = - _ - II i -- '.\+ I --' `n I +~O - - I __ __-------- -- --- - LJ 1 1 -- O - \ �/ h II I N I I COPYRIGHTE -- 3 2x12 - t I' w - - _ -- _— J -- L I J I� -- ---- L III -1— - / I i L ~ 2019 I I J 1 1 L ------ RUSH BEAM: _ I -� - o VAN B REZNIDCKI ASSOC., INC. I , 1 / \ti♦ 1` BEAM:(1)31/2"x14"2.1EGL - r HATCHED AREA: - I ti �?v 5 I �___--_____= I L I 1 1 IIII \ (1)31/2"x117/8"2.1EGL 1 J % " --� Ib♦ IIL J I � / i I I, J 1 I 2x8 ROOF 0v RIF Q I '� O �j I I L 1 L 1_ 'v Q4 ) -- I I I J 1 c_ - -V C�3Z2x12 p�_i ' = 1 L 1 '"' '�\ _ - c--� I b `c LjjI -- ' __- ----- ---, II r �n f, I I \ v/ I-- I I r t 11 I I r lii /- --,� I J OA LO J I `r / L O I II I L J 111 \ / III 11 r, I v L _ X10 JI L \ 1 �. 1 . . LO I 'll r (3) 2x12 J I L J 1 1 nj ` �3Z2X12 N I ' I L (3) 2X12 �i f6 I'� �O _ __ K r � � III C L BEAM TO C.L. BEAM 11 r f - - - - _ --- -( 4a III ; T 1 /2% it I /4 0, J 4L J J'E w I i1 F.O. FRAME C.t. BEAM 18'-2 4"1 I c 0 C.L. B TO F.O. FRAME= - - - - L IC I I'Q N .► I It r II r x 1r�tz I ,i Ir co F.O. FRAME TO C.L. BEAM I M r , I I N C.L. BEAM TO 101 2"". BEAM ix I' r , 11� M C_L+BEAM330/4"OVLR E/� I --- -- I 51/2":12" NN M ------ I II L o I I J It N ��r N 1'I� L 1 _ -I - / / 3 J� �� I I I = +/•18' 3 3/4" V.LF. 1 0 1 x M I L_ 1 -- I c— I —► — x x RAFTER LAYOUT �r I J h'i1 `ii i `ii li''I r I \ r c--� f O O --- — - — - - — - — - — - — - — - -- 3, i'' I 3 F— STARTING POINT I I I I N N ,1 I I 1 O i t _ C.L.Ct2x12 - \ I I c__� I I v I I \ _ _--�.-. - - 1 I I L J \ 11 1 �I \m= IL I z� �! L v I -- 'il L� J I L J IL I I I ------ II r ;-; I I w--I---I) L x 1 _'-__'�____-- �, ( Off• w- LLi I i --- -Odd (3) 2x12 I J I N J 1 I a r r i iii/ j __ 1 I p I 1 f, 11 I 1 N_ 55_ f m m l 1 1 c--�C,�',. O I L I 1 J v, I JII PL--` I -_I r , I_— ��3Z2x1�j--1 L '" - _ (3)2x12 / / -�1 - +`° ' I i1 m , 111 m // `\\ m 111 I i \ \\ o I��\ I - i N-, - — - — - — - — - — -- -_ _ ----- - - O I U- L L m JL-_�=__�_ - +b I xo I 1 u I I uL I I J Ili1 i I I I �\ Z J J' :1 i CO �\ I I I / \ -- I 6 :o I I I 1 , 111 I r o i g p L I I L J,I L p C L J I I L I '�, I Ir II II U r .-.o I II ( I llt Illi I 1 I_ O _� 1 1 ,,, -- I I I I L I I J IIII , FLUSH BEAM: `rs I JII 1 L I I I 4 C.L. 3L2x12 I -_ \\'/� I , � va Jam, I 11 ., IIr - I I I V (1} 3 1/2 x11 7/8 2.1E GLh 1 I 1 -- - 4—• I I CO O I —_I L _ L v w a O ,S+ I 1 I r I ( I -- % BEAM:(1)31/2"x14"2.1EGL -- 8 c 1 " v' I I �?`S+� 1 I r- `9+ II L - - _ - �'OSIO I Jft IL I 1 - ---- --- IL I (3)2x12 \ I N� @� --- !,Q?S --I- I r , r _- 1 2 -- --\ - I x X G .y I I t 11 I 11 1 c' (3)2x12 - - -1 ---- ----- - -- - TRUSS TOP CHORD: W16x31-=- _ - _—_-- _ _ 11\ !o . I NN oo° - --- _ -- -------_ --- -- -_ -1-- ----00------------ C.L. --- LL 2 ---- _ _RING WA ----------- -��-�, - - -----7 -- I _ ---- ---- = I- Wyss B A -1- \ I II \\ C s w I `___ m I I TRUSS BOTTOM CHORD: W1 601 r--- ------- r I J L �ti/'Qy I 1 O '^ -- 1 I ' \ ~>< 1 1 1 I r ----- I ------ - �. J L � .o i !! S U b r I I � 11 a tib ,II I Q , 1 r 2X8 I J L ?N l,Q6 1 , O I / L J\ .q ) t ,t� ? + r I / \ � FLU AM. 3 112 1 7 " 2.1 GL p \ 1 \\ I + r m �~ r \ 1 f• s{O x O I\ ~O�� I y+�O L I (/ '\ I \� per• 'Vi�Dp�' JII L _ I Z J I I L (2) �1 I L Q t - - J L \ I �1! I ?s N i O\1 �\ \,. I I I I tl 2 2x12 RAFTER m / .I HEADER \ _�?/ r I I C. L4 II r 1 t r Et I 3 2x12 f 'O-' X 1Q "' I ! 2F I 1 co I (3) 2x12 ---- - -- ] V I! 1\ - I 0 11 I I / 1 1 _--- -_ 6 1 /2" 7 1 /2" J II It FLITCH PLATE I L II C O x x /d I' - O r+ 11 I\ 1 I r W x II L J I► / 2x1 JOIST I I 2x12 JOIST L 11 x - _ _ - _ _ - - 11' r� I _ �. o N @ 1 " O.C. f @ 16" O.C. r - , _ - J2 - -- T_ v , 6 1' 3" 1'-4" V-4" /i I r- O _ _ --- - - I I _ 2x12 J015 @ 1 O C. I - / I u d 2) 2X12 L..___ — — P7 I • 111 — �— — — _� __..r__ a J O 11 i 11 6 1 1 HEADER 1 x 3 I % I v a I % L I I L 1 /7 II I L J I I I 1 J IL I CO �{ I O� I�+ /, CO 1+ II J I I ♦ 1 r , II I \ Q I � d / �- J'I. L - - 6 1 v :o I O� / l 6 r , I / t J \ v I o� I I I -- ?-J1 w ICO!/J C0� ?6 1 tl r ---- //1' I r , r, I -- Ur I --Qti J N w i Q� 6 Q,y II N L a N 1 // I I m I W co I I x L o 11 F + / I III ! ! t 1- - - _=__ t- r--- TE r• , x p+ // N v I ..N �• 1 ..N ( _ 3 J I --L--- .. , I 'Z+ _ l7 1 N x u I Q2j6 O,� II I / I I ! ' (2) 2x12 BL CK{NG, TYP. - J IIL a ___ (2) 2x12 RAFTER fi c J 1 ,\b on x N r I (2) 2x12 RAFTER N O I �►! J 11 L _ I //! I li I j \� r .o ,n FLITCH PlA r 3 N \ / I L li L 00 _ FLITCH PLATE C o o c- 11 I N C E -, Ir }1b I t I III ♦ I hI L I ( -�--- — --- - -J L •• v , �/f 1 , ( 3 In w �'°O FIT =_- --- --- ~ H PLAT -� __ _ L r J O� X f �D 1 Iii -- -- -- L m J -- - - , .0 1, - _ t 1 (_ m_ y\ �F , pr T 7 I FLITCH PLATE B v, zw 1 I II m P / N I O v=i = m W II r Q-' -- - M( �_ _- - -- -- - -- 1 \� III I ( __-__ O iv o u J_ N I I N I L Y Q �// x m O x a I =N ♦\ C = L II ( 1 u 1 _-___ O W In I !I N J / I I x In FLITCH PLATE (C I II ��f/f x x /q J1 1 L -- / I I I tL1( N I I J v \ v I x II s w \ ^^ I I JI L _ Qg // v I i 2' t /2` 2'-2" T-2" 2' 1/2 I I I t a :o N w I O m 1 I 1 v x o I I \\ r I ► m�' w II I N r 3 1 1 I ( f to x- — - __-_- \\ I N I I \ 'f' 0 II N :o I I ,II kVA\Rf/ m I I 1 N I '' N I;; N I I w ' N \\ t�,P' JA IIL_ _ i I N-, I I II L O J u. �G // J I I I I \\\�q r , I I j = BITCH PLATE (B) 1 J L �, f/ w 1 1 h- I u+ .r 6 II __-- - N ev I N N N I I: N \ ! Ur W Q I r (s // lJ 1 v l7 1 \\ \ O I � N In 1 ,il r / 1 1 1 \ Y 1 j1 I = FLITCH PLATE (B) N I I 11 O // O 1 w t W I v I \\ L J 11 m 1 / ^ ^ ^ \\\\\ +�6 I I I m II L J O / f- (1 J r. I ♦\ \ FAL II I 1 00 t m I I \\ ♦ J I L I ° 4a ao E______ I FLITCH PLATE B) I II L i I I I I D \ _ I -=---- t I I ♦ / I iv I J. / t7I 1 w r i 1 N In -1 1 I I r , I I 1 \\\♦ F p 1 4'-3 1 4 1 /2" In x 1 11 f o ♦ \ II I - ir 17 5 1 ° 1 I Do ♦\\ J pL I 1 FLITCH PLATE (C) '^ i� _ - - t r / I I I ♦\ \ ♦ I -� - - - -------� FLITCH PLATE C - r \' c------ \ ----- c� \ I I h °° I 0 I I t I ' vv ♦ J 11 r N , (2) 2x12 RAFTER 1 �// / I ' 1 v \ vAv lir & FLITCH PLATE n ------ -- JII L 116 Li FLITCH PLATE / r ( AREA: \\\ ; r I u•I I I \ II - — - -_- = - f/ I I I HATCHED A � \ I, h 11 I 11 I ---- v In 1 % HATCHED AREA: I HATCHED AREA. \ J L I I I J I 1 L /, Zx12 ROOF OVERFRAME 1- - _ ______ o �______ ___h II _ ^^ 2x12 ROOF OVERFRAME j! 2x12 ROOF OVERFRAME \ r / ROOF BREAK BEAM: W10x19 ROOF BREAK I JI IL W10x19 ROOF BREAK BEAM: W10x19 II - *___ \ N _- 1) / __ _ j - -- I J J L J J - J L J: L J L \` L$ _-- ` / J L J L J L J L J L J L J JUL JUL JUL JUL J L J L J L J L L_- J Ls J L J L-=�J�,FJ�L S= -L -- - \ \ --- ___--- - J L J L J L J L JL J L J L J L �J I. 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RAFTER LAYOUT �`' 1 I I I \� phi I I (3) 2x8 1 I Ol �f6 I I }O' Obi i �\ O I O !,6!, s+ I I RAFTER LAYOUT by i i 1 I ,1+ !II 1 1 IIS O� �,II ' ?' 1 I r0 1' r I O `'' I I ' \1 VIII I I III O III ( O y+� O h I 11 I O 0�` II I I �.\ p III III ZF6 I I y p III `t O , !, F6 III ! 's+ I I III III 6 1 I I ! S+ "' STARTING POINT "�. \,• I t i ♦, I i l Q ,; I 1 �• \.• I I I ,' \' -- Q ' 1' I 1 Q'Y �S I I `,O\'-- ----------- - O,j,, I I Q�L S I ? 1 I O ----- STARTING POINT h4 II p I I I III ' III f I h III O I I ' O �' i O I I O �+' +. 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I ( I -� I I RAFTER LAYOUT I 21'-9" I I 21'-9" RAFTER LAYOUT STARTING POINT STARTING POINT ' I I 43'-6" STRUCTURAL FRAMING NOTES: JOIST/ RAFTER HANGER -ONLY POINT LOAD/ WIND PRESSURE RELATED COLUMNS/ JACK STUDS ARE SHOWN ON FRAMING PLANS. I ' T RAFTER: LSU212 -PROVIDE SQUASH BLOCKING UNDER EACH STRUCTURAL COLUMN AS NEEDED. TRUCTURAL FRAMING NOTES (KING STUD): ----- F.O. FRAME — - lA (1) 2x12 JOIST/ • _ -EACH S SQUASH BLOCKING IS SAME HEIGHT AS JOIST UNLESS OTHERWISE NOTED. -SINGLE WINDOW/ DOOR OPENING UP TO 3'-0" WIDE: (1) KING STUD REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. (2) 2x12 JOIST/ RAFTER: LSSU 212 2Q - ALLOWED IN THIS PROJECT. ENGINEERED BEAM/ COLUMN TO USE GLULAM (GL). -DOUBLE &TRIPLE WINDOW/ DOOR OPENING UP TO 8'-0" WIDE: (2) KING STUDS REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. 3) 2x12 JOIST/ RAFTER: LS -90 ON BOTH SIDES W/ (5) TIMBERLOK SCREWS. NO LVL A I , I I I JI JI -J.I I 'll ' ¢ ?.a ¢ ¢ 3I 2 3 3 I O 53.9 t7 w O I w�' t7 ( w I Lu Z ZI I i mu_ r ¢ ¢ I to LY W I m I I lL LL ��! �' ' I ¢ m �� ' PROJECT NORTH wl I ml JI I OI O Lj (U LL REDERICI; OI I Jj U Ii �` �g VINCENT u- B C D1 D CM IFN y A Al A Al B C D1 D .o No. 26617 O <� 3RD. FLOOR CEILING JOIST FRAMING PLAN 90 �STE��`� UPPER ROOF FRAMING PLAN i SCALE:1/4" _ 1'-0" SCALE: 1/4" 4" = 1' 0" FFSSIpNAI I TE .. 4T� V1 W � o u W V SCALE: 1/4" = 1'-0" DATE: 01 /08/19 REVISIONS: 3RD. FLR.CEILING / UPPER ROOF FRAMING PLAN BUILDING l SET S2,04 00 M N 0 rA vi W "It U E� V 10 00 ur l w til A� 00 l I U M w H a vE, a o, TE .. 4T� V1 W � o u W V SCALE: 1/4" = 1'-0" DATE: 01 /08/19 REVISIONS: 3RD. FLR.CEILING / UPPER ROOF FRAMING PLAN BUILDING l SET S2,04 x Oz- I W FLUSH BEAM:nil I }b }b }b I FRAME - F.O. FRAME --- ----- - - - - ----- 111, l ' F.O. FRAME r----- 2A ' I S1.0 I' I 2 ZIL4NG o DIST@ STAIR LA NDRY AREA CA I I I i 13'-311 /2" I I ' V-2 1/2" 1 T V-2 1/2" 2x12 RAFTER 6' 71 /2" 1'-6" 1' 4" 1'10-1 1' 4" 1'-6" 6-7) /2" L 2x12 RAFTER @16"O.C. - -- --- --- --- --- Cil 16" O.C.- —-— --- - --------- I/ ------ I\x I \ \ II 11 1 I I II II I I I 11 II / \\ -_ _ _ ___I II II i_-_ _ _ ___I >.6 5 6 \\ ��+ OSI I I I I I ��+b0� t `O!, �Jd 1 I I I I V I I I ' ! 1 ��+ O� t COI,r�J� I I I I t C�lrs�� I 5 6 5 6 5 6 15 6 `Ov I I I I `:ate' Ow+6 I I 1 11 I I I i t I I c�\• Ow �6 I I I I I Ow?Q I r co .O. FRA OE_ _ I ( II N I M I i II `-4 I I II II I 2x10RAFTER@ D J to O.C. N 0 >J >I 31 1 iV I Q °O Z I � r. W I QI QI QI m I Ca u_U I kn 1 I PT. 2x4 TAPERED SLEEPER C� 16" O.C. w I m OVER 3/4" PLYWOOD DECK, TYP. 1 uj a W t 1111 X R.U. U- COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. Ll- I Q <I LL W O O +w A: I I O O LL.) I I LL I N IIIItI I SCALE: 114' = l.L u: I N I 21x 10 RAFTER @ 1-6 " O.C. I NNx PLAN a F.O. FRAME SET S203 F.O. FRAME r0 r�J 1 l -i r�J I ZEAb $R: ! l+Y O Ilk HEADER: '4:f1' (2) 2x8.\\,1 4:f1 / i r C.L. BEARING WALL � I I I G,o s f I i� I I_� 06 I .y ' Oy ' Oy =`O�.• Com -J � .- II II �I --- --- ' CO 1J 1 �C�1/11/1!/1 � ��%L/1 '\• �: _'1l/1.C/_ ti �' I + � _ F.O. FRAME - — - — - — 7---- - - a FRAM_ -E - r� — h---=---------I-=---a-------------------- O b Off• �n O�J�, c, I� �� j ------- ----------- 7--------——---------- 7-==Z.:— -jo x 1 I , I I it ill i t 1 '- _^ I I O`'O FLUSH BEAM 2 2x10 J �i -______----__ I 9 r I r -11 r 9 r -I r -I r -i r -I r I I I I x Oz- I W FLUSH BEAM:nil I }b }b }b I FRAME - F.O. FRAME --- ----- - - - - ----- 111, l ' F.O. FRAME r----- 2A ' I S1.0 I' I 2 ZIL4NG o DIST@ STAIR LA NDRY AREA CA I I I i 13'-311 /2" I I ' V-2 1/2" 1 T V-2 1/2" 2x12 RAFTER 6' 71 /2" 1'-6" 1' 4" 1'10-1 1' 4" 1'-6" 6-7) /2" L 2x12 RAFTER @16"O.C. - -- --- --- --- --- Cil 16" O.C.- —-— --- - --------- I/ ------ I\x I \ \ II 11 1 I I II II I I I 11 II / \\ -_ _ _ ___I II II i_-_ _ _ ___I >.6 5 6 \\ ��+ OSI I I I I I ��+b0� t `O!, �Jd 1 I I I I V I I I ' ! 1 ��+ O� t COI,r�J� I I I I t C�lrs�� I 5 6 5 6 5 6 15 6 `Ov I I I I `:ate' Ow+6 I I 1 11 I I I i t I I c�\• Ow �6 I I I I I Ow?Q I r co .O. FRA OE_ _ I ( II N I M I i II `-4 I I II II I /i / I2x12 ROOF OVERFRAME TOEXI TING ROOF. HATCHED AREA: B 2x10RAFTER@ D J to O.C. N 0 /i / I2x12 ROOF OVERFRAME TOEXI TING ROOF. HATCHED AREA: B C D J J J N 0 >J >I 31 1 iV I Q °O Z I � r. W I QI QI QI m I Ca u_U I kn 1 I PT. 2x4 TAPERED SLEEPER C� 16" O.C. w I m OVER 3/4" PLYWOOD DECK, TYP. 1 � 12 a W JQ'V' coy'• `°\.• 'r' }^��'+( }'��'� coy'• c°�'•s+s JQ h Q. F. h CIO, +0 \. O � O�.• �. \. ,o s - ` G ` --- _ _ I I I I CS3 I (Oy+�A I 1 I cOy+� 5 I I 1 O/� OST I I I onx:AOso 2 y� S3.5 /Fl0 IMILA I I I ryt *, I I I N N 0 z N 6 _—__—_—_--- —_ F.O. FRAME _ ___� I I JQ �I i JQ _ \�\ C.L. BEARING WALLS --- -------------- ---U I E14 I I Ii IIGQ��'f0 `� _.__ .. 3A 3.2 iI-\ I I II I� III 1 i'I II 1,P_I 2 iJA I h S33 I BEAM: 2 - - - - - - -- `� --_------ --y -- - y --� ___= -'~ 'I 'v I 'v y61 -- .Oy - - .O'1' �(°� --- (,°�=JQ --- _-- BEAM 2) 2x12 L_� (- I O i u /A 9 I \ I O 2x12 N I I ( Lo a (2) LEDGER OK SCREWS 16" O.C. & ( 1 I �' `•- it I yI y h ih -�.--------_----- ---- -__ -- I li J II o- LRU210 HANGERS, TYP. I ;;, I - - - F.p• I v - - - N I sr ss=N �s co I 1 � s co � - �! � • y`' p?'_ '�`' O� 14) `O✓• '° I I w) N I ------- ] I \ \ d? FC I I ��• t _-� _:. = C SAME' !I �•- \ ,,/y - - LO.• I - � lv - I O ' m I I `0, ' p��GI / l N s I 11 I \ I i 10 s �Lu c; �O } I I m I •, I 8 N I I -- ` TI---_ --^-___ --------- ------- ------- ------- t+ II I I y/ `° I �'�--------- - -- f\ - 'L� �! M----- ----- ------ - ----�= ---- - — - — -ice I I I Q N Ua b ,�'1+, • - o `��h� I M I II �� - -- - - -- -Ko � ��I ---� 4`}0��j�-�+ ��0�+7• Ll K• �+ I li------- -] - - - \\x/ - - I y/ - - - -� - C- o III icy h �bb0�"------�0l�lS` \O!�!s ��s N aU - •/ i VY - I II J I y+ + I1 N•o } I r sF -- — --FLU(2SH BEAM: TI 2x8 RAFTER 2 X1% -- � I s' I Ib+�``��p• SIMILARO16"O.C. BEAM:(2)2x12 2 tih ysJ. I—+ 2 � s -- I] yss I II ' ( ,I - C+�S+o•1s II -\h�F�-' �L -- �JQ• \p AI{ a Ol 'Gf,,,o�s+olI F.O. FRAME o BEAM: O2 2x1BEAM: (2) 2x12 — ✓A N Jw -- I I.- - - 1 , ------� -----------------F.O. FRAME T 0 iji; F.O. FRAME 3. --O M' I / -i Ii Il I N... ' P. - O.y+a• vN NvI I - I iNq = 1=-Nv III ~ ° - IIII I v -- III -- N- - \ I I I 1 ' `OvJQ `OvJQ II - I`Q II rlI2x10 RAFTER 2x10 RAFTER 8":12" 8":12" I4" xC..Z-4 C 16" O.C. C16" O.C. II 60HANGER Cyy + BH6TY"`y c& o -- F -_ _ R E_ - 1D 1C 16 fA � orsJ.d I ►I I ,u �.`� B6EAM: 3 2x8 ?II' 11 ii Tis BEAM: 3 2x`;tio �' � \� �• ' \ 1A 1B 1C 1D i I Ol 2F I 111 I O �+ v0 I III "� O \\ v i O 1 5.6 5.6 5.6 5.6 / / ti / 11 i 4! �O II 11 I' �+ Lo I II (� I \ 5.6 5.6 5.6 i� y Iif / =-_ �"-_--- III • V� b III I--- I I _ I f -T=_ 'll s�� (; --- =111 - - \ !�t _ >- / 4 \ i' II �/16" 0l6 17/8" IIII 117 17/8"1 1 /2:12" 2'-2 7/16" 2'-2 7116" 2'-2 7/16' 2'-3 7/16" T-3 2'-3 7/16 1 2'-2 7/16"12'-2 7116"12'-2 7/16" 1 6'-1 1/2" 712- 1 6-1 1/2" I I 1 I STRUCTURAL FRAMING NOTES. -ONLY POINT LOAD/ WIND PRESSURE RELATED COLUMNS/ JACK STUDS ARE SHOWN ON FRAMING PLANS. I I I 1 I I I I -PROVIDE SQUASH BLOCKING UNDER EACH STRUCTURAL COLUMN AS NEEDED. F.O. FRAME I ' I I ' I F.O. FRAME -EACH SQUASH BLOCKING IS SAME HEIGHT AS JOIST UNLESS OTHERWISE NOTED. lA ------------------- - ----------------------- ---------------------- --- )A i I � T ------ — ---� ---------------- -------------------- -NO LVL ALLOWED IN THIS PROJECT. ENGINEERED BEAM/ COLUMN TO USE GLULAM (GL). TRUCTURAL FRAMING NOTES (KING STUD): Q -SINGLE WINDOW/ DOOR OPENING UP TO X-0" WIDE: (1) KING STUD REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. uj -DOUBLE & TRIPLE WINDOW/ DOOR OPENING UP TO 8'-0" WIDE: (2) KING STUDS REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. �� ' w' ' F `� LL LL I U- I m ml I u_ PROJECT NORTH 'r0 FROERIC u: li ii U U li K G 1 G G3 C1 C C4 A Al B C D 1 D U �N y ' c . 2So17�� THIR/D FLOOR FRAMING & MIDDLE ROOF •� /STER /ANAL Edi 00 M_ N 0 U W� w Un � � Q °O MH � r. I \ // / h U U kn M � LW LIG � � a W t MDQ I II h}O• / II r X R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. - +w A: V W N IIIItI I SCALE: 114' = II1IIt1I N I 21x 10 RAFTER @ 1-6 " O.C. I NNx PLAN a F.O. FRAME SET S203 / i r C.L. BEARING WALL � I I I I i� I1 . I_� I Imo— - I -� >m .- II II �I --- --- ' CO 1J 1 �C�1/11/1!/1 � ��%L/1 '\• �: _'1l/1.C/_ ti �' FLUS BEAM (1) 3 /2" 1 7/8" o I � + — BEAM: 2 - - - - - - -- `� --_------ --y -- - y --� ___= -'~ 'I 'v I 'v y61 -- .Oy - - .O'1' �(°� --- (,°�=JQ --- _-- BEAM 2) 2x12 L_� (- I O i u /A 9 I \ I O 2x12 N I I ( Lo a (2) LEDGER OK SCREWS 16" O.C. & ( 1 I �' `•- it I yI y h ih -�.--------_----- ---- -__ -- I li J II o- LRU210 HANGERS, TYP. I ;;, I - - - F.p• I v - - - N I sr ss=N �s co I 1 � s co � - �! � • y`' p?'_ '�`' O� 14) `O✓• '° I I w) N I ------- ] I \ \ d? FC I I ��• t _-� _:. = C SAME' !I �•- \ ,,/y - - LO.• I - � lv - I O ' m I I `0, ' p��GI / l N s I 11 I \ I i 10 s �Lu c; �O } I I m I •, I 8 N I I -- ` TI---_ --^-___ --------- ------- ------- ------- t+ II I I y/ `° I �'�--------- - -- f\ - 'L� �! M----- ----- ------ - ----�= ---- - — - — -ice I I I Q N Ua b ,�'1+, • - o `��h� I M I II �� - -- - - -- -Ko � ��I ---� 4`}0��j�-�+ ��0�+7• Ll K• �+ I li------- -] - - - \\x/ - - I y/ - - - -� - C- o III icy h �bb0�"------�0l�lS` \O!�!s ��s N aU - •/ i VY - I II J I y+ + I1 N•o } I r sF -- — --FLU(2SH BEAM: TI 2x8 RAFTER 2 X1% -- � I s' I Ib+�``��p• SIMILARO16"O.C. BEAM:(2)2x12 2 tih ysJ. I—+ 2 � s -- I] yss I II ' ( ,I - C+�S+o•1s II -\h�F�-' �L -- �JQ• \p AI{ a Ol 'Gf,,,o�s+olI F.O. FRAME o BEAM: O2 2x1BEAM: (2) 2x12 — ✓A N Jw -- I I.- - - 1 , ------� -----------------F.O. FRAME T 0 iji; F.O. FRAME 3. --O M' I / -i Ii Il I N... ' P. - O.y+a• vN NvI I - I iNq = 1=-Nv III ~ ° - IIII I v -- III -- N- - \ I I I 1 ' `OvJQ `OvJQ II - I`Q II rlI2x10 RAFTER 2x10 RAFTER 8":12" 8":12" I4" xC..Z-4 C 16" O.C. C16" O.C. II 60HANGER Cyy + BH6TY"`y c& o -- F -_ _ R E_ - 1D 1C 16 fA � orsJ.d I ►I I ,u �.`� B6EAM: 3 2x8 ?II' 11 ii Tis BEAM: 3 2x`;tio �' � \� �• ' \ 1A 1B 1C 1D i I Ol 2F I 111 I O �+ v0 I III "� O \\ v i O 1 5.6 5.6 5.6 5.6 / / ti / 11 i 4! �O II 11 I' �+ Lo I II (� I \ 5.6 5.6 5.6 i� y Iif / =-_ �"-_--- III • V� b III I--- I I _ I f -T=_ 'll s�� (; --- =111 - - \ !�t _ >- / 4 \ i' II �/16" 0l6 17/8" IIII 117 17/8"1 1 /2:12" 2'-2 7/16" 2'-2 7116" 2'-2 7/16' 2'-3 7/16" T-3 2'-3 7/16 1 2'-2 7/16"12'-2 7116"12'-2 7/16" 1 6'-1 1/2" 712- 1 6-1 1/2" I I 1 I STRUCTURAL FRAMING NOTES. -ONLY POINT LOAD/ WIND PRESSURE RELATED COLUMNS/ JACK STUDS ARE SHOWN ON FRAMING PLANS. I I I 1 I I I I -PROVIDE SQUASH BLOCKING UNDER EACH STRUCTURAL COLUMN AS NEEDED. F.O. FRAME I ' I I ' I F.O. FRAME -EACH SQUASH BLOCKING IS SAME HEIGHT AS JOIST UNLESS OTHERWISE NOTED. lA ------------------- - ----------------------- ---------------------- --- )A i I � T ------ — ---� ---------------- -------------------- -NO LVL ALLOWED IN THIS PROJECT. ENGINEERED BEAM/ COLUMN TO USE GLULAM (GL). TRUCTURAL FRAMING NOTES (KING STUD): Q -SINGLE WINDOW/ DOOR OPENING UP TO X-0" WIDE: (1) KING STUD REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. uj -DOUBLE & TRIPLE WINDOW/ DOOR OPENING UP TO 8'-0" WIDE: (2) KING STUDS REQUIRED AT EACH END OF OPENING UNLESS OTHERWISE NOTED. �� ' w' ' F `� LL LL I U- I m ml I u_ PROJECT NORTH 'r0 FROERIC u: li ii U U li K G 1 G G3 C1 C C4 A Al B C D 1 D U �N y ' c . 2So17�� THIR/D FLOOR FRAMING & MIDDLE ROOF •� /STER /ANAL Edi 00 M_ N 0 U W� w Un � � Q °O MH � r. U ,U/ W W U U kn M � LW LIG � � a W 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. T��•� V1 +w A: V W U SCALE: 114' = V-0" DATE: 01 /08/19 REVISIONS: ATTIC FLR./ MIDDLE ROOF FRAMING PLAN BUILDING PERMIT SET S203 Gi G G3 � C1 �Iw Z Lu � �)QI <I �! O '�' !� p l p O Ljl "- wl I ' I ! I I I I�I I I I ! ! r I I ( I I 'I \ !• G'v° v \\ III ` ,V\b1II �`I °��\'O� G,0 OO�r Q/�/1i6 '�I I4I ,�-ff,-i'-I-i ---- I I ! t - -- -•S,-II.�-\~+ -\��+SII I!I O� \`- -C—Q/�J-2, 4 I ✓'I II --- I \ I I I! _I - — �_ II'IIIIliiII,III i II1�I I I 'E -----------------b°---------------1-6� 0, , 1.0 141 1 /Eti Em (1)312"x14EI C11 0 ----- vJ O I\G,0 idF.O. FRAM;, E- ---- --------�\ E - - - ----------- C C3 C5 A Q I ! W -- _ I w w �I �I QI I �. 1 // (2) 2x12 Off. II: fi // i �, u- Q, O F CEILING BEAM p _ O QI O �' 2 I b}a I -- =====010 -----\a}� _ _ I ��J� I OlOiy I `�Fj/Jr r` u " I \Q� 53.8 ;\ O =-')l -_______- F+ I/�C , F. �. I F I O`'��\ I }a`O _ COQ O I CO�pi8'0O I I _0 TRUSS TYPE A I 2x12 RAFTERS C� 16" O.C., TYP. c� - 2x12 CEILING JOISTS SISTERED TO 2x12 RAFTERS, TYP. ^ - - -F}FC' - - - - - O� r ��Q`� n n -------------------- „ o- -tA `O`' J -_ ------------ ------ -- - - ------------------ F.O. FRAME 00<1 0 53.8 1 -C _ -------------------------- - WIM-- - F.O FRAME _-----��' - - �,D-- - - 1-- -_ J' -"— ------ - +ten F 00 MEFRA_ U .0 _- A. ----- I � $ i c i ivo I CO C°! I C°�y�/� �1,08,00 ! ! V O1BI i1<1<11r4kS3 8 _TRUSS TYPE --B _ II I ¢� I U �M I < 1D `\j ICO! I w S3.8 1L I o I I a ' 53.8 - - - I W r-_ z / TRUSS TYPE - B Off. I _• , I plO6 � I� I \ _.� I JQ I I - II r1 I �� V I Ali: -- s►+Fr i � �� -- i h}off I i i b`O�• ' I . • 1+ /[' TRUSS TYPE C - �yh �J �\ + r \ - — - 1704.00 I I - - - --- ---- a ---- ---- GO \ C.L. BEARING WAL� 0 It4A F.O. FRAME R.U. OI I II C'O! 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FRAME _ PLAN II / ---= -- --- lA .. _�_------------ a -- - -- ---- ---- -- -- - ---- - - __ FOFRAME '. lA --- ------ a -_ - �' __----- -- S ---------------- ---- --- Q_ ---------- ------ ---------`i 0--------- -�h -- 1'-1 1/4" ----------------- S '0--------------- -------- 14, p 01 b 0 1 V-1 1/4" Co'4 O ! h` -- 3 3^ - - 1~h\2x10 RAFTER Cz 16" O.C.I ~h\` I 16'-0" 2x10 RAFTER 16` po 3' 3' I /.o�S Qti. J Qti. /c BUILDING PERMIT 1.00 3 53.9 p I SET \ 3Lu , Q Lu ' ' v `�` PROJECT NORTH Q Q wl w LLI L ERICK Q �I wI mI m 00 V!NCFNT `ra O OI O' OI O, v C^!YENt ri w LL LL ,o No. 26617 4 C4 E A Al B C D1 D �°•rF�E�S7��. 2 C2 OfdAl • G1 G G3 C)' C2 C3 CS A /'--- --- ----- --- — — — — (2) LCE4 CONNECTOR CAPS D E C� CORNERS, TYP. "52-2/4 CAP, TYP. - BCS2-2/4 @ COLUMN BASE TO BEAM: BEAM BELOW, TYP. 1 LU ZI (1)31/2"x14"2.1EGL w w ---------- - I LI uj �I =I O I �I �� I O� 1 // Off• n �� I �QI Qui O J I'',, O Q O I Q I Q W I L°�• y+yC' CO�� y+yC` I W O O � (�I LL ti ti ti ti 2 ~ p+a I ok p+b O. I UL ri 1 �' 10+ \ rJ I O `4 �• F. I m 11'-4"ca -------------�c� n n n ATTACHNF�IMTOF.O.EXISTINGPOST , r � � CO W/ HUC416 HANGER TYP. - - ° b ----- t f .. t .., I F.O. FRAME F.O FRAME _----___ � .,.-� T ----------- -------- ------------ _. - - -- - - - - - - - - - ' • ( 46 F.O. FRAME �T - - -- - J - 134' siiz 14~ /s t yr NT , STRUCTURAL FRAMING NOTES.rl L3 5x2.5.5 1 I I ---._ -HEADER: i ul I /jy \ D GARAGE/ WORKSHOP ARE 3.5"X14" GLULAM UNLESS OTHERWISE NOTED. I I (3)2x8 +y F��' oc+� ALL RIM JOISTS &BAN JOISTS @ G / O � � � � `p� Q°�11041 I r i I I ii y+y o Nl i I O,y b+� 1 1 x 1 -ONLY POINT LOAD/ WIND PRESSURE RELATED COLUMNS/ JACK STUDS ARE SHOWN ON FRAMING PLANS.°�a=M °�.��o 1 F�� 1 PROVIDE SQUASH BLOCKING UNDER EACH STRUCTURAL COLUMN AS NEEDED I - -EACH SQUASH BLOCKING IS SAME HEIGHT AS JOIST UNLESS OTHERWISE NOTED. -NO LVL ALLOWED IN THIS PROJECT. ENGINEERED BEAM/ COLUMN TO USE GLULAM(GL).I I ' " \` +6 II TRUCTURAL FRAMING NOTES KING STUD • 53.8 ' y o N "� j II I , II +y I w ( ) I I I c0< 11 S I SINGLE WINDOW/ DOOR OPENING UP TO 3 0 WIDE 1 KING STUD REQUIRED AT EACH END F OPENING - EACH END OF OPENING UNLESS OTHER __3 1 DOUBLE & TRIPLE WINDOW/ DOOR OPENING UP TO 8 -0 WIDE. (2) KING STUDS REQUIRED AT WISE NOTED. �I i 1 I I i p 6 I I EXISTING 2x12 1 N 1 1 t I .o ti 2ND. FLOOR FRAMINGASSUMED t tn• /16 3/4• O� 1I y+ 0 x to b` I+6 y t HEADER: h�.J a+ 1 1 � 1 ' I r - 3 2x8 ---- �° \ L ' C.C. BEARING WAL_ L ---_-_-_---_--- 1 FRAME _ ____--_- - O - - ----- ----- - - - - - I-----------------� -- 3 � 1 � 1 ti � 1 .�\~O`1Oj 1 FLUSH BEAM: / I O\' (1 3 1/2"x11 7/8" 2.1E GL �• EXISTING BEAM (ASSUMED) L J L AIL J L J L .mnJ O I 1 tet— i 71 Ln Ln 2A I I z II i I I r � 1 i EXISTING JOISTS RUN ) �• H Lr! 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FLUSH BEAM:\� / / ---- I \ iI AE ----I-_-- - --- \ FLUSH BEAM: (1)31/2"x14"2.1EdU \ I1 (1)31/2x14 2.1E(ti4 \ _ I _- 00� r, 1 f`-- I I �'� u I — - - - - — - - - - - — - �%1 x Ov' �\ 'r' i y+y � a <�, \ � --- °f p x —A 1 h �. (—I � c>+�• I + btr \\ j Cp \ OT O. I 1 6_(�/4�131/2" y 1- 6Cp _ N A+ \ ♦ ! C \\ CO! )! = V I ">hJQ; I 1 O`v v I p J I S v O p/ - _ / / ------ ------ M �.\ -. -'�- -1- EADER •,p I \ G iF.O. FRAM / v - - - \ !� < 016-------_ ------------ - - — - - — - 1 _3a1 /2'x11 7/8" 2.1 G -I =L_ - — - - — - — - — - — - — - I !, I I --- --- - - ------------ - - - 11 j A ^' LO �''i LO m� \ HEADER: (1)51/2"x1 7/8"2.tEGl / j ti -- O ------------ - — -- --- - --- -- --- - - `--------------- \ L i +p I\ t- p---- O -- I I O I u C.L. BEARING WALL 2 ? _ CIO r�/\--- \ r---- - ---� S O< -t --- ----- ---� i -� 3�2x8R' O'L �. I I 1 i .V+� I COyS't,� {32x12 �- -� t \ /v L h 1 ti \ \\ o, // I O \ // / I �\ O O c�+ O I I (+6 \4\ O I •,p I1 1 fIr ! 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ST�£C: W - ! 6 / ° .' 8) 1 \c0 , h ' 0" CO . 1 L J Oma• Lb h` x \v 88' 3"i tz- Z N ti O� hC. % ' 1 0� 1 GSI w // W ,1413 �, l a, 1 u, I I - -- 1 0 - ---- --- '1 ' 'o I \ / tJ0 I EF. 1 X r O.o 11 I I nl \ nj 0 1 I t; T J J // -� L A I I / W N !n t- �I h. I I vv h I i 1 L _ J U 1 h�. r ^' v=i 1 / �3H�" huh/ ' =�/ ' I� I�'-1 I� 5' 7112-,. c^ 11T11" it I II -1 ' 1 2! I - -- --f I -- o ~ + / \ N r r. I +b� --�' ell 12'73/8" 00 I J fV / v w~ I II 1 I r � `VA Off' m I,V\ �O--� X1 1 O 6 m \ j = LL // \ = II Ln = ( - -- N °� J N- i L J J en J h I \ to yJ' J 1 it C. J O =\ ��I L ��v \� LL ��JQ• I 1 /e \.- t COs ILL I i (` ' r0� `" v ' L O' A 1 I IL GQ J ' EXISTING BEAM (ASSUMED) j I T-3 1/2" 5'-1 1/T 4 ,� \\ 0 iv z Ci r �h I h h y I +'O �' /x\ // 1 b \\\\ I hh r ( �1 JQ. bsb�JQ'\\ fO�s�' �CD�Sj'i' ' 8)S i IL �t• I J I \1 O J / \ Y/ \ --- ..1 = --- _- - = I by°� FLUSHIBEAM G'�'I�S G �S I( I C` 1 r -- - I i h+ 11 11131/2"x117/8" .1EGln +p I +p °� 1 I w lI BEAM HANGER: , // / /ki r A I T LONG 2x4 w 5h� -'{ `�`'� ( / ell I IL - FLUSH BEAM: - J \\v -rr �j t y '\\ I II I) II (1) 1/2"x117/8"2.1 L I HHUS414, TYP. / / \ 4 ATTACHED TO GL. BEAM o N I "q \ I - - — - - - — — - — - - Ei' SIMILAR - SIMILAR I epi �_ _ L J ON ONE SIDE TYP. din 1 1 - - - -- - r- r- r- \ / \ / \ \ --/ � � \ � I i\ 2x12 CEILING JOIST C� 16' O.C. _ " I / �I 1 i I = FASTEN RAFTER W/ 12 10D NAILS PER CONNECTION TTP. 1 , I = x + ? (LUSH @EAM:_(1) 4_ GL— - — — - - — - — — - �' O O r, I P 1 V ? 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S� + + / u, \ S �• , ^y �' O 1 O I sit I I I I i I I I I I " +O T=� 1", + m 7,/ 0 r_ \1\1 I I \O �O• \,. i. 2x10 PT. LEDGER I I I I Q I I r �S ATTACHED W/ HANGER: HHUS 5.50/10, TYP (` 1 OI J O it F� WEP: I J \\0 ! 1 I I C A II 1 A / \ O� I HANGER: i I O� 1 H DERj I i ice• i I I I l t DE \l I i/ \ I `� 'V+ II 1 (3) LEDGERLOK SCREWS I v I LUS210, TYP. 1 I ��l I I rx8 3 2x$ _ J (13) 2x8 ------ --- GQ I ! 1 /------------- ------ \ I ' +b��°� \�\ 1 �\ / to \ O O O \ II 12" O.C., TYP. ►> / FLUSH BEAM: (1) 5 1 /2"x91 /2" 2.1E GL , \ I I 'Y _-- I _ I 1 'C J I I/ �r �r �r zr v I 1 J /1E I -I- -- I I _ - --- I `�ts`O�° i 1 9•_ 1/ 1 11 1111 12'- I w \ i 2-0" i '•31 2" fl - ----I-- / L/ --------------------- ---- -F\� `V Q�c' it j I r - - -- - - - -- -- - - -- �.•T- 1j 1j I/3 /sZ./ I -- ! 9 1 /4» I HEADER: ILLI 1+ 1 �1 I �> >i p!,+6 Ot+6 I I �i 9 1!4" ' '�F I ' ' J� i I -- - -- -- - \\ I i 11 v L 6 __ 6 �, -- J 6 l CO----_-__------------- ( I i iv I c I X` I 2x4 FLAT OVER CEILING JOISTS , ,.� + + t !, I 7, • I I I ( I II N i N \ 124" O.C. TYP. 00 I 1 °° c° r-fa}2�cs ----- c -r 8F , r- 8 >t -- o --- o �rt6 I b b I ° 0 co ----- \~ 1 3F1 X25' 14F 2N1 E GL O O -----pi-- C 1 3F1 %12'1 2N1 E GL \ ' .�, 1 \ I --- 113 T 1" 6' 4" CO( G-41" Co! T-1" I I II ` i .r \\ 1 1it G G I ' II i / POCHED AREA: ' I ' 1 A� '�- 1 I i I m O x1 BLOCKINGS B EN , I O O 1 = 1 /2" PLYWOOD @ C I IN JOISTS, TYP. I 1 I I� 1 1 N II " T.O. CEILING JOIST TYP. NOTE: I ' , I 1 I O II t i i �+ I' t! N 1' 41- 3/4- cm /4 CONTINUOUS BALOON FRAME W/ I I ' II m LL 1 m I 3 1 /2"x5 1 /2" 1.9E GLULAM @ 16" O.0 p _-- II $ , I I � � li 2x10 CEILING J IS 12" O.C. 2x10 CEILI G JOIST 16' O.C. I 2x10 CEILI J 1ST @ 12" O.C. • , , 1 „) v II 11 I II 1'-1 1/2"- 1 10 1 /2" 10 1!2 i , -11-1 1/2" I i I II 1'-41/4" 8112" 31/2" 31/2" 81/2" 1'41/4" I 1 I 1' / : 5' 0 4' 0" 1' 0 5' 0 5' 0' ,' 0' 4' T-01'Al.:=0 I 1 1 -- -- -- -- I -- -- - -- - -- -- -- -- -- --- - -- ------ I -- , p � HANGER: HUS 5.50/10, TYP I F.O. FRAME -- ----- ii •_ __ �----------- - _R. _.- --- ---_- --_ �---- -_-----_ -- - --- _- F.O. FRAME ' 1 I ' lA --------------------- --- li - LUSH BEAM: 1—FLUSH BEAM: 1 lA 1 - FLUSH BEAM: FLUSI11 OEAM. F 1 1 1 I I `�O = 1 3/4" �_-_ (1) 3 1/2"x11 7/8"2.1E GL h0 O� J----- _(1) 3 1 12 x11 7/8" 2.1E h0 O� - ----- (1) 3 1/2_x11 1!8" 2_tE GL----L_�Sso(1) 3 1/2"x11 7/8" 2_1E GL ----1 314" ' I M 10'-10" 1 �' -- 9'-41/2" � �' 9'-41/2" / 10-10" 00 ' h\ O /,off 1 I I � I f 1 Q�'• Q1.• J, Q1.' TT 40'-8 1/2" O Q Q /�o ZI I ��/ \�-----------------------------0--------- 53.9 --------U ----------------------------- uj LuC w Q Q QI Q Q Q Q QI O w w \�,: LL ul UI U- u -I LL LL LL m m LL LL i PROJECT NORTH EDERICK ?O U LL ti LL u ti LL U U LL u z VINr `:!T Gl G G3 C) C C4 A Al B C D1 D .o ,p No. 26517 O Or chi Cm1t'N v; E D FLOOR/ CEILING FRAMING PLAN !°/o��`E��Y tY!',L � SECOND 00 / II 00 M_ N 0 T 1 wet w 00 U10 x �00 U 00 ;;; rr ll Mv-1 U M cnw a 3 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. V1 C� L ll' i� Q n> s~ W � O h U SCALE: 114" V-0" DATE: 01 /08/19 REVISIONS: 2ND. FLR./ LOW CEILING FRAMING PLAN BUILDING PERMIT SET S2.2a WA _ WALL G1 J G3 Cl C2 C3 C5 �--- ---------------------- J G I z' 0 q' G1 FIRST FLOOR FRAMING PLAN SCALE: 114" - V-0" JI O U J� 10 zi O LL 0 z O U- _FRAME ABgyf_q) BEARING_ � I FOUND. WALL 2A 11 3EARING_ S( '.AME ABOVE(D v D) RE FII F UND. WALL A Q wl BU I i 3 53.9 Q \� 3 2 3 Q ----- -----------------------0 _ 53.9 --------0 , 3 -------- o LLI o) wI W Q� o� O 00 m OI " i PROJECT NORTH C4 A Ali F RICK 'Y - B C D1 D O VINCENT cotvEp, c, f ` � No. 26617 _GfSTEr��' , 4� 01704.00 R.U. COPYRIGHTED 2019 VAN BEREZNICKI ASSOC., INC. ALE: AS NOTED SE: 01/08/19 VISIONS: ZST FLOOR :RAMING PLAN LDING l SET X 21 00 M •.r N O T/� c 1 F U w� <00 Q� 00 U QI? U M W n �w a A� z w 3 01704.00 R.U. COPYRIGHTED 2019 VAN BEREZNICKI ASSOC., INC. ALE: AS NOTED SE: 01/08/19 VISIONS: ZST FLOOR :RAMING PLAN LDING l SET X 21 4D. WALL _ gD_WALL _ B C D E B.O. FOOTING: 68'-3 1 /2" (V.I.F.) w VERIFY a MATCH WI B.O. ADJACENT p Q i--r-Z EXISTING FOOTING/ WALL i -'-�-- i a l 3' --------- - -t-- - 111 z T.O. CONC.: 78'-8 3/4"i LL' 01 11IIcc I I LLZ 3 a u: "' i T.O. CONC.: 7T-4" m ai Q 0z a 11'-4" i i 3 Ou uj In Ln Ln I I T.O.CONC.:78' _—_� I 3/4" ------- ---------------------------------- --------;---------------------- - ------ l ---------------------------------------------- -, 4 F.O_FRAMEABOVE _ _ _—_—_—_— I F.O. FRAMEABOV L L_ - - I �O FOUND. WALL I - --- Ij-I IST- ��-----------------------�----TT�71-- ------------------------------------------ -- ------------------------------------------ iJ Q I� I tI, - -- i ----i j r ----------------------N-------- TT1 SCA \ 1 1T C° QO or", 1 1 1 1 °sr 1 1 1 I ,—B.O. FOOTING. 68'-3 112 I s I III 1 G 1111 I (i �G T.O. CONC.: 77-4" I 1 I I I i I REPOINT EXTERIOT & INTERIOR I I 3A TYPE A IIII FOUNDATION, TYP. I I I I r4TYPE A SS.ta I I I I ji I III I 11111 I I IIII I I I I I III, I Mi 11 I I i I T.O. CONC.: 78'•8 1/4" i 1 IrIL �� I t hal L---711 rTB-11 tFT _IO. FOOTING: 68'-10 1/2" 1 II1 B.O. FOOTING: 68'-10 1/2" 1 I I T.O. CONC.: 76'-0" Iill Ill B.O. FOOTING: 6W-101/2" i I 18" SQUARE PILASTER DOWN TO B.O. EXISTING FOOTING M ' ' ' III 1 I �I I r o S5 1a I �� I i i IIII I 1 IIB I T.O. BEAM POCKET: 78'-1 1/21 , T.O. CONC.: 7T-6" , ' ' i ' I I (12"x6" BEAM POCKET) i i 12" SQUARE PILASTER DOWN TO T.O. 18" PILASTER TYPE -A IL TYPE -Al TYPE A 26 2A --i- -- i IIII 1 111N I I i Ov 1 T.O. BEAM POCKET: 78' r--� ---- ---� r I I 1 I I -- ------ ` / L r ---------------------------I-- a a= a s (12"x6" BEAM POCKET)- I --- I I 1� i i H11 ' i 1C 11112 i-- , IJI _ __ _ S5.1 b 1 D ' F O_ - -rte----ter -rr---r FRAME ABOVE _ — _ = w _ u _ _a - _ r-r--r"r--r-t-rte-- - - - - — - - - - - — - — - — - — - — - — - t C.L. BEARING_ O-- r _- -- - - 4A L- ------------�'�-r- ' ---�3---------r--+--- �'�---''� --rte'"'----��-I---e'.a----��--- -------- `\ 1E 1F -----------------------------� - --�[A L ---- i L________ -_-J J -- r .�\ 5.1 5.1 -�iC°l I I B.O. FOOTING: 68'-101/2" 1 B.O. FOOTING: 68'-101/2" I Al GA 1 I I I ,�� F.O. FRAME TO C.L. PER = 16'-3" V.I.F. C.L. PIER TO C.L. PIER - 11'-0" V.I.F. 1 I C.L. PIER TO F.O. FRAME= 16'-3" VA.F. �5 l i FOOTING: TYPE -C , l 2' -0"x12' -0"x1' 0" c I I I (2) #4 BARS ALONG LENGTH F FOOTING,TYP Ir tT I i l '112D 120" I I i 11 I I I I I I FOOTING: TYPE -C I MATCH B.O. FOOTING ELEVATION W/ B.O. FOOTING: 68'-3 1/2" (V.I.F.) I ADJACENT TYPE -B FOOTING. i (2) #4 BARS ALONG LENGTH OF FOOTING, TYP ;VERI II tt11 I1 II i Y MTCH W/ ADJACENT ISTING BFOOTING/ WALL 5 4" NEW BEARING WALLST.O. EXISTING SLAB: 70'-0 1/2" (V•.F.) -------------------------------tF.O. FOUND. W AUNDER STAIR BACK WAL I I I I ti I II I I I I i i I .0. FOOTING: 68'-3 1/2" I i' i i i 1 i o T.O. NEW SLAB: 70'-41 /2", TYP. N 10 0 i l i l I r 4" CONC. SLAB OVER EXISTING. 16 S5.1a i A i ----------- ---- I 1 1 II 1 11 I I 1 i FOOTING^ ii I i B. . FOOTING: 68'-101/2" i 1 I i TYPE A ox S5.1a TYPE -A T.O. ANGLE SHELF: 7 ------- 4� I I 1 I i 5' 4"X2 6x1 0 , I t I ___ I � I i i ' � �i I 11 1 i -----r 1 I , I � I� 11 I r--� ------1C.L. BEARING ----' -------- -----_-------- r-p I I _L_..6+..1___—L.L---�---J°'Pd--- -- ti.+L.—_L-In.1 .I..�,.r_.�__y"'---r."�--�""r----�"'r---- ',�---�','�--- �•�---i'.'a---r-r„"�----�'J-r----ti"'�----�"i--- „ M.�' ;(, I I i I ------------------ I I i i i FI h �r1I I 1 I T0BEAM POCKET: 78} '-1 1 -------------- -------------- 026" BEA POCKET T.O. CONC.: 78-8 1/ i I `-----J . 2 FOOTING: TYPE -B co, ------ L L--------- - I I' .4' -0"x4' -0'x1'-0 - — - - — - - — - — I Gto FOOTING: TYPE -A l BI.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" () .., 1 I N 3' -6"x3' -6"x1' -0"78'-7"I I (5) #4 BARS E.W., TYP Al T.O. CONIC.: z I 1 DEMOLISH EXISTING WALL4' I 1 1 1 TYPE -A I I o f- T— FOR NEW WIDE PASSAGE TO - I NEW BASEMENT AREA EXISTING BRICK WALLTO REMAIN PER CLIENT REQUEST. __ r_ ♦♦ 2. �" i 6" i i i 5B 7 I i i ( G.C. VERIFY B.O. BRICK WALL/ FOOTING CONDITION a r F �I S5.1a S5.1a ' POUR NEW FOOTING TO UNDERPIN EXISTING STRUCTURE. D i / n I i -i ---------- I I i 1 55 1a 6A ' 6A b T.O.4" CONC. SHELF: 55.1a I I S5.1a j, ;� 70'-41/2", TYP. p I 6" CONIC. SLAB -ON -GRADE I I II I j I I I I i I I ' T.O. CONC. SHELF: 73'-9 1/2" REINFORCED W/ 6x6 W2.1xW2.1 WWF i i U. T.O. CONC. WALL: 78'-9" i I I' ' L___a --- - w �_ T.O. CONC.: 78'-8 1/4" I 1 oON VAPOR I -1-------------- ------ ---- ------------------------- - --- m-- J I ----------------------------------- - -- - - r, ON 6" COMPACTED GRAVEL. �+ I , I ` ! i �? i I i 1 I La B.O. FOOTING: 68'-10 1 /2" N ----= ----- -1, I m T.O. BEAM POCKET: 78'-7 518" �I _ CONTROL JOINT, TYP. , m I ' � L �l i I i T.O. FOOTING: 69'-3 1 /2" V.I.F.--`--------- I I o o T.O. UPPER CONIC. SLAB: 76'-9 1/2" — I --- T.O. LOWER CONIC. SLAB: 74' 3 1/2" — — ( ) i -i______________ (i 10 i I i - I I m m Iw- I SII I TYPE A I B.O. FOOTING: 68'-31/2"(V.I.F.) ' I I I 1 i gg 1, 1j Ih- + i T.O. CONIC. WALL: 76'-3 1/2" I II, _ I S51a IMATCH B.O. FOOTING W/ I B.O. FOOTING: 68'-3 1 /2" (V.I.F.) I i1i 1I ii = `Z" aY�✓ ir Ir8.0. FOOTING BREEZEWAY, TYP. 5A SIMILAR VERIFY ADJACENZ W XO a-" L T.O. FOOTING: 70-3 1/2" 4" EXISTING FOOTING/ WALL__ ---J B.O. FOOTING: 69'-3 1/2" 6 20-6 3/4" 10" rI jl i I I T.O. CONC. SHELF: 76'-41/2" I w� o I I I I I 1 r t , I I i a Ll I I I I I I i I =OOm 1 ' 21'-4 3/4" , T.O. 4" CONC. SLAB: I I I I I I � �Y I I _ _— , B.O. FOOTING: 68-3 1/2" (V.LF.) I I ' �' B 0 FOOTING: 68'•101/2" I ' , I I I I I I I I I I I I I I I I 1 I I I I 1 1 , I I I I I I � I I I I I I I I I I I 1 1 I I I 1 I I I I I L_ I I I I 1 J Q 3 1 3 0 70'-41 /2", TYP. l I I I I 1// I i VERIFY It MATCH W/ B.O. ADJACENT I I I 1�-- I$ T.O. FOOTING: 70'-9 1/2* i Y ' ' I EXISTING FOOTING/ WALL i I i �JQ psT B.O. FOOTING: 69'-3 1/2" I I ( I I b 5A I T.O. CONC.•,78'-8 1/4" I , �y _ T.O. CONC. WALL: 76'-4 1/2". i I I . I ' - -4-11 --- - --- ' -------TA_CONC_79_61/4"-------IJ i I ------------------° I- - --T.0.-U)NC.-79'�112"------------------- I ' V b 42x42x16 CONC. FOOTING W/ I . V, ~- 6 #4 BARS EACH WAY. ' I 1 . ' _ / i / / // /i/i /i -- i i / ✓ / T.O. CONC. PIER: 75 -10 — i F.OFOUND. WALL 12"x12" CONC. PIER. I I-----------� --- ----------- --- - ------------------ -------- - --- - /--- -- --- I-------------- ------ ---- -�-------------- • - --- ----------------------- ------.o--:. r - T ci I I F.O. FRAME ABOVE_—_—_—_ —T.O. SLAB (HIGH POINT): 78'-2 114" -_--- J i i I I I T.O. CONIC.: 79'-6" i' T.O. ANGLE SHELF: 7T-10"T.O. FOOTING: 70'-3 1/2" I I b I ' i ID I ' —T.O. CONC. WALL: 7T-9" ,, 1 I SIMILA I T.O. SHELF.: 78'-10 /4" , I 1 I B.O. FOOTING: 69' 3 1/2" I i ---------- -�- i--�--------- ---------------------------------------- ` I I 1D ( \ i I `t --------- - - S5.1a---r----- ----- - ----------v---- ---- I I S5.1a 'i ------------------------------------ --- -------------------------- ---------- I I I it I I 2A 1 II I S5.1a I -. - - _--____________________________________ ___________________________________ _--- __---__r- I , I r I —T.O. STEELANGLE: 73'-1" T.O. STEELANGLE: 74'-6" I I STEP FOOTING j V-71 /2"^ 1 I 9 114" 1'-101/2"i 27-0" 2:1) = 2%9' 0" I 6'-8 3/4"1 I 1C 3'-11 3/4" T I o' z' OI O' w G1 CONCRETE COORDINATION PLAN SCALE: 1 /4" - 1'-0" 55.1a i I V-3 3/4" V-3 3/4" STEP FOOTING I I I. z I w 1. Q Q O 31 31 QI zl z 2.1) = 2' 0" 6'-0" OI w O, LL �I u - OI O O I I POSSIBLE RETAINING WALL I I I I I I I I I I I T.O. CONC.. 78' -------- LOCATION. ----------- -------------------- -------J � I 6C 6B T.O. SHEL I COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. � 1 I l' 5 S5.1a I ND. WAL i j�---- 1� _ - I I Ea ----------i .4 0 ---------eal c� f �-- I T.O. STEELANGLE: 76'-9" ' I ' T.O. CONC.: 7T-3 3/4" T.O. STEIL G'E: 76'•9" �W V i I I , 1 T.O. CONIC. :7 SCALE: 114" = 1'-0" j REVISIONS: --------------------------------------------- -- COORDINA i I 47T ' S2*0 I I 1T-4 3/4" - --- - 1/-24" 9' 5.1 a Ln 0 ¢LLJ ml 3 I ¢ fo <I ' T.O. CONC. WALL: 77-9" F �I D IL I �) ILL Q r-------- -- - ----------------------------------- -- ---------------------------------�------------- , T.O. CONC.: 7T-9" I F.O. OUND. WALL I .• I T.O. ANGLE SHELF: 7T-4" N 1 _--_ I I i I L_____________________ z VIK'r71T yR I) D v C^,YEN E T.O. CONC. WALL: 76-4 1 /2" 1 -r- ----- ---------- -------- - i----- ----------------- -------- -- ; T.O. SLAB (LOW POINT): 7T-10 3/4" , T.O. CONIC. WALL: 78'-9" N i i 12"x8" KNOCK -OUT I ;o " 0 1 I I I 2 -4 31 TO CONIC WALL: 78'-9" I I o B C D E B.O. FOOTING: 68'-3 1 /2" (V.I.F.) w VERIFY a MATCH WI B.O. ADJACENT p Q i--r-Z EXISTING FOOTING/ WALL i -'-�-- i a l 3' --------- - -t-- - 111 z T.O. CONC.: 78'-8 3/4"i LL' 01 11IIcc I I LLZ 3 a u: "' i T.O. CONC.: 7T-4" m ai Q 0z a 11'-4" i i 3 Ou uj In Ln Ln I I T.O.CONC.:78' _—_� I 3/4" ------- ---------------------------------- --------;---------------------- - ------ l ---------------------------------------------- -, 4 F.O_FRAMEABOVE _ _ _—_—_—_— I F.O. FRAMEABOV L L_ - - I �O FOUND. WALL I - --- Ij-I IST- ��-----------------------�----TT�71-- ------------------------------------------ -- ------------------------------------------ iJ Q I� I tI, - -- i ----i j r ----------------------N-------- TT1 SCA \ 1 1T C° QO or", 1 1 1 1 °sr 1 1 1 I ,—B.O. FOOTING. 68'-3 112 I s I III 1 G 1111 I (i �G T.O. CONC.: 77-4" I 1 I I I i I REPOINT EXTERIOT & INTERIOR I I 3A TYPE A IIII FOUNDATION, TYP. I I I I r4TYPE A SS.ta I I I I ji I III I 11111 I I IIII I I I I I III, I Mi 11 I I i I T.O. CONC.: 78'•8 1/4" i 1 IrIL �� I t hal L---711 rTB-11 tFT _IO. FOOTING: 68'-10 1/2" 1 II1 B.O. FOOTING: 68'-10 1/2" 1 I I T.O. CONC.: 76'-0" Iill Ill B.O. FOOTING: 6W-101/2" i I 18" SQUARE PILASTER DOWN TO B.O. EXISTING FOOTING M ' ' ' III 1 I �I I r o S5 1a I �� I i i IIII I 1 IIB I T.O. BEAM POCKET: 78'-1 1/21 , T.O. CONC.: 7T-6" , ' ' i ' I I (12"x6" BEAM POCKET) i i 12" SQUARE PILASTER DOWN TO T.O. 18" PILASTER TYPE -A IL TYPE -Al TYPE A 26 2A --i- -- i IIII 1 111N I I i Ov 1 T.O. BEAM POCKET: 78' r--� ---- ---� r I I 1 I I -- ------ ` / L r ---------------------------I-- a a= a s (12"x6" BEAM POCKET)- I --- I I 1� i i H11 ' i 1C 11112 i-- , IJI _ __ _ S5.1 b 1 D ' F O_ - -rte----ter -rr---r FRAME ABOVE _ — _ = w _ u _ _a - _ r-r--r"r--r-t-rte-- - - - - — - - - - - — - — - — - — - — - — - t C.L. BEARING_ O-- r _- -- - - 4A L- ------------�'�-r- ' ---�3---------r--+--- �'�---''� --rte'"'----��-I---e'.a----��--- -------- `\ 1E 1F -----------------------------� - --�[A L ---- i L________ -_-J J -- r .�\ 5.1 5.1 -�iC°l I I B.O. FOOTING: 68'-101/2" 1 B.O. FOOTING: 68'-101/2" I Al GA 1 I I I ,�� F.O. FRAME TO C.L. PER = 16'-3" V.I.F. C.L. PIER TO C.L. PIER - 11'-0" V.I.F. 1 I C.L. PIER TO F.O. FRAME= 16'-3" VA.F. �5 l i FOOTING: TYPE -C , l 2' -0"x12' -0"x1' 0" c I I I (2) #4 BARS ALONG LENGTH F FOOTING,TYP Ir tT I i l '112D 120" I I i 11 I I I I I I FOOTING: TYPE -C I MATCH B.O. FOOTING ELEVATION W/ B.O. FOOTING: 68'-3 1/2" (V.I.F.) I ADJACENT TYPE -B FOOTING. i (2) #4 BARS ALONG LENGTH OF FOOTING, TYP ;VERI II tt11 I1 II i Y MTCH W/ ADJACENT ISTING BFOOTING/ WALL 5 4" NEW BEARING WALLST.O. EXISTING SLAB: 70'-0 1/2" (V•.F.) -------------------------------tF.O. FOUND. W AUNDER STAIR BACK WAL I I I I ti I II I I I I i i I .0. FOOTING: 68'-3 1/2" I i' i i i 1 i o T.O. NEW SLAB: 70'-41 /2", TYP. N 10 0 i l i l I r 4" CONC. SLAB OVER EXISTING. 16 S5.1a i A i ----------- ---- I 1 1 II 1 11 I I 1 i FOOTING^ ii I i B. . FOOTING: 68'-101/2" i 1 I i TYPE A ox S5.1a TYPE -A T.O. ANGLE SHELF: 7 ------- 4� I I 1 I i 5' 4"X2 6x1 0 , I t I ___ I � I i i ' � �i I 11 1 i -----r 1 I , I � I� 11 I r--� ------1C.L. BEARING ----' -------- -----_-------- r-p I I _L_..6+..1___—L.L---�---J°'Pd--- -- ti.+L.—_L-In.1 .I..�,.r_.�__y"'---r."�--�""r----�"'r---- ',�---�','�--- �•�---i'.'a---r-r„"�----�'J-r----ti"'�----�"i--- „ M.�' ;(, I I i I ------------------ I I i i i FI h �r1I I 1 I T0BEAM POCKET: 78} '-1 1 -------------- -------------- 026" BEA POCKET T.O. CONC.: 78-8 1/ i I `-----J . 2 FOOTING: TYPE -B co, ------ L L--------- - I I' .4' -0"x4' -0'x1'-0 - — - - — - - — - — I Gto FOOTING: TYPE -A l BI.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" () .., 1 I N 3' -6"x3' -6"x1' -0"78'-7"I I (5) #4 BARS E.W., TYP Al T.O. CONIC.: z I 1 DEMOLISH EXISTING WALL4' I 1 1 1 TYPE -A I I o f- T— FOR NEW WIDE PASSAGE TO - I NEW BASEMENT AREA EXISTING BRICK WALLTO REMAIN PER CLIENT REQUEST. __ r_ ♦♦ 2. �" i 6" i i i 5B 7 I i i ( G.C. VERIFY B.O. BRICK WALL/ FOOTING CONDITION a r F �I S5.1a S5.1a ' POUR NEW FOOTING TO UNDERPIN EXISTING STRUCTURE. D i / n I i -i ---------- I I i 1 55 1a 6A ' 6A b T.O.4" CONC. SHELF: 55.1a I I S5.1a j, ;� 70'-41/2", TYP. p I 6" CONIC. SLAB -ON -GRADE I I II I j I I I I i I I ' T.O. CONC. SHELF: 73'-9 1/2" REINFORCED W/ 6x6 W2.1xW2.1 WWF i i U. T.O. CONC. WALL: 78'-9" i I I' ' L___a --- - w �_ T.O. CONC.: 78'-8 1/4" I 1 oON VAPOR I -1-------------- ------ ---- ------------------------- - --- m-- J I ----------------------------------- - -- - - r, ON 6" COMPACTED GRAVEL. �+ I , I ` ! i �? i I i 1 I La B.O. FOOTING: 68'-10 1 /2" N ----= ----- -1, I m T.O. BEAM POCKET: 78'-7 518" �I _ CONTROL JOINT, TYP. , m I ' � L �l i I i T.O. FOOTING: 69'-3 1 /2" V.I.F.--`--------- I I o o T.O. UPPER CONIC. SLAB: 76'-9 1/2" — I --- T.O. LOWER CONIC. SLAB: 74' 3 1/2" — — ( ) i -i______________ (i 10 i I i - I I m m Iw- I SII I TYPE A I B.O. FOOTING: 68'-31/2"(V.I.F.) ' I I I 1 i gg 1, 1j Ih- + i T.O. CONIC. WALL: 76'-3 1/2" I II, _ I S51a IMATCH B.O. FOOTING W/ I B.O. FOOTING: 68'-3 1 /2" (V.I.F.) I i1i 1I ii = `Z" aY�✓ ir Ir8.0. FOOTING BREEZEWAY, TYP. 5A SIMILAR VERIFY ADJACENZ W XO a-" L T.O. FOOTING: 70-3 1/2" 4" EXISTING FOOTING/ WALL__ ---J B.O. FOOTING: 69'-3 1/2" 6 20-6 3/4" 10" rI jl i I I T.O. CONC. SHELF: 76'-41/2" I w� o I I I I I 1 r t , I I i a Ll I I I I I I i I =OOm 1 ' 21'-4 3/4" , T.O. 4" CONC. SLAB: I I I I I I � �Y I I _ _— , B.O. FOOTING: 68-3 1/2" (V.LF.) I I ' �' B 0 FOOTING: 68'•101/2" I ' , I I I I I I I I I I I I I I I I 1 I I I I 1 1 , I I I I I I � I I I I I I I I I I I 1 1 I I I 1 I I I I I L_ I I I I 1 J Q 3 1 3 0 70'-41 /2", TYP. l I I I I 1// I i VERIFY It MATCH W/ B.O. ADJACENT I I I 1�-- I$ T.O. FOOTING: 70'-9 1/2* i Y ' ' I EXISTING FOOTING/ WALL i I i �JQ psT B.O. FOOTING: 69'-3 1/2" I I ( I I b 5A I T.O. CONC.•,78'-8 1/4" I , �y _ T.O. CONC. WALL: 76'-4 1/2". i I I . I ' - -4-11 --- - --- ' -------TA_CONC_79_61/4"-------IJ i I ------------------° I- - --T.0.-U)NC.-79'�112"------------------- I ' V b 42x42x16 CONC. FOOTING W/ I . V, ~- 6 #4 BARS EACH WAY. ' I 1 . ' _ / i / / // /i/i /i -- i i / ✓ / T.O. CONC. PIER: 75 -10 — i F.OFOUND. WALL 12"x12" CONC. PIER. I I-----------� --- ----------- --- - ------------------ -------- - --- - /--- -- --- I-------------- ------ ---- -�-------------- • - --- ----------------------- ------.o--:. r - T ci I I F.O. FRAME ABOVE_—_—_—_ —T.O. SLAB (HIGH POINT): 78'-2 114" -_--- J i i I I I T.O. CONIC.: 79'-6" i' T.O. ANGLE SHELF: 7T-10"T.O. FOOTING: 70'-3 1/2" I I b I ' i ID I ' —T.O. CONC. WALL: 7T-9" ,, 1 I SIMILA I T.O. SHELF.: 78'-10 /4" , I 1 I B.O. FOOTING: 69' 3 1/2" I i ---------- -�- i--�--------- ---------------------------------------- ` I I 1D ( \ i I `t --------- - - S5.1a---r----- ----- - ----------v---- ---- I I S5.1a 'i ------------------------------------ --- -------------------------- ---------- I I I it I I 2A 1 II I S5.1a I -. - - _--____________________________________ ___________________________________ _--- __---__r- I , I r I —T.O. STEELANGLE: 73'-1" T.O. STEELANGLE: 74'-6" I I STEP FOOTING j V-71 /2"^ 1 I 9 114" 1'-101/2"i 27-0" 2:1) = 2%9' 0" I 6'-8 3/4"1 I 1C 3'-11 3/4" T I o' z' OI O' w G1 CONCRETE COORDINATION PLAN SCALE: 1 /4" - 1'-0" 55.1a i I POSSIBLE RETAINING WALL LOCATION. I I I I i I I I I. z I w 1. Q Q O 31 31 QI zl z LL, i OI w O, LL �I u - OI O O LL-) w LL I I I I 116-911/2" I 1 , T-1 1/4" 1 11'-81 /4" / B C D E B.O. FOOTING: 68'-3 1 /2" (V.I.F.) w VERIFY a MATCH WI B.O. ADJACENT p Q i--r-Z EXISTING FOOTING/ WALL i -'-�-- i a l 3' --------- - -t-- - 111 z T.O. CONC.: 78'-8 3/4"i LL' 01 11IIcc I I LLZ 3 a u: "' i T.O. CONC.: 7T-4" m ai Q 0z a 11'-4" i i 3 Ou uj In Ln Ln I I T.O.CONC.:78' _—_� I 3/4" ------- ---------------------------------- --------;---------------------- - ------ l ---------------------------------------------- -, 4 F.O_FRAMEABOVE _ _ _—_—_—_— I F.O. FRAMEABOV L L_ - - I �O FOUND. WALL I - --- Ij-I IST- ��-----------------------�----TT�71-- ------------------------------------------ -- ------------------------------------------ iJ Q I� I tI, - -- i ----i j r ----------------------N-------- TT1 SCA \ 1 1T C° QO or", 1 1 1 1 °sr 1 1 1 I ,—B.O. FOOTING. 68'-3 112 I s I III 1 G 1111 I (i �G T.O. CONC.: 77-4" I 1 I I I i I REPOINT EXTERIOT & INTERIOR I I 3A TYPE A IIII FOUNDATION, TYP. I I I I r4TYPE A SS.ta I I I I ji I III I 11111 I I IIII I I I I I III, I Mi 11 I I i I T.O. CONC.: 78'•8 1/4" i 1 IrIL �� I t hal L---711 rTB-11 tFT _IO. FOOTING: 68'-10 1/2" 1 II1 B.O. FOOTING: 68'-10 1/2" 1 I I T.O. CONC.: 76'-0" Iill Ill B.O. FOOTING: 6W-101/2" i I 18" SQUARE PILASTER DOWN TO B.O. EXISTING FOOTING M ' ' ' III 1 I �I I r o S5 1a I �� I i i IIII I 1 IIB I T.O. BEAM POCKET: 78'-1 1/21 , T.O. CONC.: 7T-6" , ' ' i ' I I (12"x6" BEAM POCKET) i i 12" SQUARE PILASTER DOWN TO T.O. 18" PILASTER TYPE -A IL TYPE -Al TYPE A 26 2A --i- -- i IIII 1 111N I I i Ov 1 T.O. BEAM POCKET: 78' r--� ---- ---� r I I 1 I I -- ------ ` / L r ---------------------------I-- a a= a s (12"x6" BEAM POCKET)- I --- I I 1� i i H11 ' i 1C 11112 i-- , IJI _ __ _ S5.1 b 1 D ' F O_ - -rte----ter -rr---r FRAME ABOVE _ — _ = w _ u _ _a - _ r-r--r"r--r-t-rte-- - - - - — - - - - - — - — - — - — - — - — - t C.L. BEARING_ O-- r _- -- - - 4A L- ------------�'�-r- ' ---�3---------r--+--- �'�---''� --rte'"'----��-I---e'.a----��--- -------- `\ 1E 1F -----------------------------� - --�[A L ---- i L________ -_-J J -- r .�\ 5.1 5.1 -�iC°l I I B.O. FOOTING: 68'-101/2" 1 B.O. FOOTING: 68'-101/2" I Al GA 1 I I I ,�� F.O. FRAME TO C.L. PER = 16'-3" V.I.F. C.L. PIER TO C.L. PIER - 11'-0" V.I.F. 1 I C.L. PIER TO F.O. FRAME= 16'-3" VA.F. �5 l i FOOTING: TYPE -C , l 2' -0"x12' -0"x1' 0" c I I I (2) #4 BARS ALONG LENGTH F FOOTING,TYP Ir tT I i l '112D 120" I I i 11 I I I I I I FOOTING: TYPE -C I MATCH B.O. FOOTING ELEVATION W/ B.O. FOOTING: 68'-3 1/2" (V.I.F.) I ADJACENT TYPE -B FOOTING. i (2) #4 BARS ALONG LENGTH OF FOOTING, TYP ;VERI II tt11 I1 II i Y MTCH W/ ADJACENT ISTING BFOOTING/ WALL 5 4" NEW BEARING WALLST.O. EXISTING SLAB: 70'-0 1/2" (V•.F.) -------------------------------tF.O. FOUND. W AUNDER STAIR BACK WAL I I I I ti I II I I I I i i I .0. FOOTING: 68'-3 1/2" I i' i i i 1 i o T.O. NEW SLAB: 70'-41 /2", TYP. N 10 0 i l i l I r 4" CONC. SLAB OVER EXISTING. 16 S5.1a i A i ----------- ---- I 1 1 II 1 11 I I 1 i FOOTING^ ii I i B. . FOOTING: 68'-101/2" i 1 I i TYPE A ox S5.1a TYPE -A T.O. ANGLE SHELF: 7 ------- 4� I I 1 I i 5' 4"X2 6x1 0 , I t I ___ I � I i i ' � �i I 11 1 i -----r 1 I , I � I� 11 I r--� ------1C.L. BEARING ----' -------- -----_-------- r-p I I _L_..6+..1___—L.L---�---J°'Pd--- -- ti.+L.—_L-In.1 .I..�,.r_.�__y"'---r."�--�""r----�"'r---- ',�---�','�--- �•�---i'.'a---r-r„"�----�'J-r----ti"'�----�"i--- „ M.�' ;(, I I i I ------------------ I I i i i FI h �r1I I 1 I T0BEAM POCKET: 78} '-1 1 -------------- -------------- 026" BEA POCKET T.O. CONC.: 78-8 1/ i I `-----J . 2 FOOTING: TYPE -B co, ------ L L--------- - I I' .4' -0"x4' -0'x1'-0 - — - - — - - — - — I Gto FOOTING: TYPE -A l BI.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" B.O. FOOTING: 68'-10 1/2" () .., 1 I N 3' -6"x3' -6"x1' -0"78'-7"I I (5) #4 BARS E.W., TYP Al T.O. CONIC.: z I 1 DEMOLISH EXISTING WALL4' I 1 1 1 TYPE -A I I o f- T— FOR NEW WIDE PASSAGE TO - I NEW BASEMENT AREA EXISTING BRICK WALLTO REMAIN PER CLIENT REQUEST. __ r_ ♦♦ 2. �" i 6" i i i 5B 7 I i i ( G.C. VERIFY B.O. BRICK WALL/ FOOTING CONDITION a r F �I S5.1a S5.1a ' POUR NEW FOOTING TO UNDERPIN EXISTING STRUCTURE. D i / n I i -i ---------- I I i 1 55 1a 6A ' 6A b T.O.4" CONC. SHELF: 55.1a I I S5.1a j, ;� 70'-41/2", TYP. p I 6" CONIC. SLAB -ON -GRADE I I II I j I I I I i I I ' T.O. CONC. SHELF: 73'-9 1/2" REINFORCED W/ 6x6 W2.1xW2.1 WWF i i U. T.O. CONC. WALL: 78'-9" i I I' ' L___a --- - w �_ T.O. CONC.: 78'-8 1/4" I 1 oON VAPOR I -1-------------- ------ ---- ------------------------- - --- m-- J I ----------------------------------- - -- - - r, ON 6" COMPACTED GRAVEL. �+ I , I ` ! i �? i I i 1 I La B.O. FOOTING: 68'-10 1 /2" N ----= ----- -1, I m T.O. BEAM POCKET: 78'-7 518" �I _ CONTROL JOINT, TYP. , m I ' � L �l i I i T.O. FOOTING: 69'-3 1 /2" V.I.F.--`--------- I I o o T.O. UPPER CONIC. SLAB: 76'-9 1/2" — I --- T.O. LOWER CONIC. SLAB: 74' 3 1/2" — — ( ) i -i______________ (i 10 i I i - I I m m Iw- I SII I TYPE A I B.O. FOOTING: 68'-31/2"(V.I.F.) ' I I I 1 i gg 1, 1j Ih- + i T.O. CONIC. WALL: 76'-3 1/2" I II, _ I S51a IMATCH B.O. FOOTING W/ I B.O. FOOTING: 68'-3 1 /2" (V.I.F.) I i1i 1I ii = `Z" aY�✓ ir Ir8.0. FOOTING BREEZEWAY, TYP. 5A SIMILAR VERIFY ADJACENZ W XO a-" L T.O. FOOTING: 70-3 1/2" 4" EXISTING FOOTING/ WALL__ ---J B.O. FOOTING: 69'-3 1/2" 6 20-6 3/4" 10" rI jl i I I T.O. CONC. SHELF: 76'-41/2" I w� o I I I I I 1 r t , I I i a Ll I I I I I I i I =OOm 1 ' 21'-4 3/4" , T.O. 4" CONC. SLAB: I I I I I I � �Y I I _ _— , B.O. FOOTING: 68-3 1/2" (V.LF.) I I ' �' B 0 FOOTING: 68'•101/2" I ' , I I I I I I I I I I I I I I I I 1 I I I I 1 1 , I I I I I I � I I I I I I I I I I I 1 1 I I I 1 I I I I I L_ I I I I 1 J Q 3 1 3 0 70'-41 /2", TYP. l I I I I 1// I i VERIFY It MATCH W/ B.O. ADJACENT I I I 1�-- I$ T.O. FOOTING: 70'-9 1/2* i Y ' ' I EXISTING FOOTING/ WALL i I i �JQ psT B.O. FOOTING: 69'-3 1/2" I I ( I I b 5A I T.O. CONC.•,78'-8 1/4" I , �y _ T.O. CONC. WALL: 76'-4 1/2". i I I . I ' - -4-11 --- - --- ' -------TA_CONC_79_61/4"-------IJ i I ------------------° I- - --T.0.-U)NC.-79'�112"------------------- I ' V b 42x42x16 CONC. FOOTING W/ I . V, ~- 6 #4 BARS EACH WAY. ' I 1 . ' _ / i / / // /i/i /i -- i i / ✓ / T.O. CONC. PIER: 75 -10 — i F.OFOUND. WALL 12"x12" CONC. PIER. I I-----------� --- ----------- --- - ------------------ -------- - --- - /--- -- --- I-------------- ------ ---- -�-------------- • - --- ----------------------- ------.o--:. r - T ci I I F.O. FRAME ABOVE_—_—_—_ —T.O. SLAB (HIGH POINT): 78'-2 114" -_--- J i i I I I T.O. CONIC.: 79'-6" i' T.O. ANGLE SHELF: 7T-10"T.O. FOOTING: 70'-3 1/2" I I b I ' i ID I ' —T.O. CONC. WALL: 7T-9" ,, 1 I SIMILA I T.O. SHELF.: 78'-10 /4" , I 1 I B.O. FOOTING: 69' 3 1/2" I i ---------- -�- i--�--------- ---------------------------------------- ` I I 1D ( \ i I `t --------- - - S5.1a---r----- ----- - ----------v---- ---- I I S5.1a 'i ------------------------------------ --- -------------------------- ---------- I I I it I I 2A 1 II I S5.1a I -. - - _--____________________________________ ___________________________________ _--- __---__r- I , I r I —T.O. STEELANGLE: 73'-1" T.O. STEELANGLE: 74'-6" I I STEP FOOTING j V-71 /2"^ 1 I 9 114" 1'-101/2"i 27-0" 2:1) = 2%9' 0" I 6'-8 3/4"1 I 1C 3'-11 3/4" T I o' z' OI O' w G1 CONCRETE COORDINATION PLAN SCALE: 1 /4" - 1'-0" 55.1a i I POSSIBLE RETAINING WALL LOCATION. I I I I i I I I I. z I I I > 'I z51 ' °I 0I z 0LL JI 0i U w G G3 OI w C1 I ' ' B.O. FOOTING: 68'-3 1/2" (V.I.F.) VERIFY a MATCH W/ ADJACENT EXISTING B.O. FOOTING/ WALL I 1 -4 3/4" -1 'I I I I I 11 I I I 1 z I I Z I I ' O IL I I N I i B.O. FOOTING: 71'-3 1/2" I I 1 I I F.O. FRAME ABOVE lA------------------------ - - I `--------- STEP FOOTING- I ' 2'-0" (2:1) = 4._01. I Lul -j J I JI 3 m 3 z I z'' z' O ( OII 0 ILL w LL LL LL w C I C4 A Al B.O. FOOTING: 73'•3 1/2" 1 1 i I I FOUNDATION, TYP. ( I I I I I I I I I - CONTROL JOINT, TYP. 'I / I I c I I I c ' 1'-4 3/4'40'-8.1/2" i I I I 1 4" CONC. SLAB}ON-GRADE I REINFORCED / 6x6 W2.1xW2.1 WWF r ON VAPOR BAR IOR j + ON 6" COMPACjED GRAVEL. I I � -T.O. CONC.: 79'�" I 1 T.O. SHELF.: 79'4 1/2" I - JI pe! NINE T.O. CONC.: 79'-8" F.O. FRAME ABOVE I I I � 00 M � --------------------------------------- - ---;-----------------------------1 -- ? - W I - O 00 UU° I � j I I- w EY ¢ U M H N W �a -------------- ', I -------- ------------------------ ----------- -------------------- -------J � ' - — - T.O. SHEL I COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. � 1 I l' REPOINTINTERIOR] EXTERIOT & INTERIOR I ' ' B.O. FOOTING: 68'-3 1/2" (V.I.F.) VERIFY a MATCH W/ ADJACENT EXISTING B.O. FOOTING/ WALL I 1 -4 3/4" -1 'I I I I I 11 I I I 1 z I I Z I I ' O IL I I N I i B.O. FOOTING: 71'-3 1/2" I I 1 I I F.O. FRAME ABOVE lA------------------------ - - I `--------- STEP FOOTING- I ' 2'-0" (2:1) = 4._01. I Lul -j J I JI 3 m 3 z I z'' z' O ( OII 0 ILL w LL LL LL w C I C4 A Al B.O. FOOTING: 73'•3 1/2" 1 1 i I I FOUNDATION, TYP. ( I I I I I I I I I - CONTROL JOINT, TYP. 'I / I I c I I I c ' 1'-4 3/4'40'-8.1/2" i I I I 1 4" CONC. SLAB}ON-GRADE I REINFORCED / 6x6 W2.1xW2.1 WWF r ON VAPOR BAR IOR j + ON 6" COMPACjED GRAVEL. I I � -T.O. CONC.: 79'�" I 1 T.O. SHELF.: 79'4 1/2" I - JI pe! NINE T.O. CONC.: 79'-8" F.O. FRAME ABOVE I I I � 00 M � 0 rn W I I U"o O 00 UU° j I w U F�"jl ¢ U M H N W �a I-� EWr W Q � 01704.00 T.O. SHEL .:78'-83/4"--712 COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. I l' 1� _ - I I Ea B.O. FOOTING: 73'-3 1/2" .4 0 c� I t �W V I r� V - - SCALE: 114" = 1'-0" F.O. FOUND. WALL lA REVISIONS: CONCRETE COORDINA ION I BUILDING PERMIT SET S2*0 I I 1T-4 3/4" WI 0 ¢LLJ ml 3 I ¢ <I �I D IL �) ILL Q PROJECT NORTH w FREDERICK z VIK'r71T yR I) D v C^,YEN E 'A No. 26617 O T��`��`��` ZONAL EAG` 00 M � 0 rn W U"o _ F� 00 UU° 4 U F�"jl ¢ U M H N W �a I-� EWr W Q 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. V1 l' 1� Ea .4 0 c� t �W V r� V SCALE: 114" = 1'-0" DATE: 01/08/19 REVISIONS: CONCRETE COORDINA ION PLAN BUILDING PERMIT SET S2*0 GEL7iJ�Ob 1. REFER TO THE PROJECT SPECIFICATIONS AND THE STATE OF MASSACHUSETTS STATE BUILDING CODE FOR MATERIAL AND WORKMANSHIP NOT SPECIFIED HEREIN. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. THESE DRAWINGS AND SPECIFICATIONS SHALL BE REFEREED TO FOR SIZE AND LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, HANGERS AND THE LIKE. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS, HOWEVER, THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL OPENINGS WHETHER OR NOT SHOWN ON THE STRUCTURAL DRAWINGS, AND SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL CONTRACTOR. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR APPROVAL OPENINGS IN SLABS AND WALLS LESS THAN 12" IN SIZE ARE GENERALLY NOT INDICATED. CUTTING OF OPENINGS AFTER PLACEMENT OF CONCRETE SHALL NOT BE PERMITTED. REFER TO TYPICAL DETAILS FOR REINFORCING REQUIRED AROUND SLEEVES. 3. ALL METHODS OF CONSTRUCTION, NOTES, ETC., INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES WHICH MAY EXIST. 5. THE CONTRACTOR SHALL REVIEW AND SUBMIT SHOP DRAWINGS AND RECEIVE APPROVAL BEFORE FABRICATION OF MATERIAL SHOP DRAWINGS SHALL NOT BE SUBMITTED FOR APPROVAL WITHOUT THE CONTRACTOR'S FULL REVIEW AND COORDINATION, ANNOTATED AND SIGNED AS SUCH. ERECTION SHALL BE MADE FROM THE APPROVED SHOP DRAWINGS ONLY. STRUCTURAL DRAWINGS MAY NOT BE USED AS SHOP DRAWINGS. 6. THE GENERAL CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SUPPORTS, WHETHER TEMPORARY OR PERMANENT, AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE WORK. TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLACE UNTIL PERMANENT SUPPORTS ARE INSTALLED. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR THE TESTING AGENCY WITHIN A REASONABLE TIME, OF ACTIVITIES ON SITE WHICH REQUIRE THEIR PRESENCE. OBSERVATIONS BY THE ARCHITECT AND INSPECTION BY THE TESTING AGENCY ARE MANDATORY AND THE SCOPE OF THESE WILL BE PREARRANGED BY THE ARCHITECT AT THE START OF CONSTRUCTION. 8. DESIGN LOADS: LIVE LOADS: ROOF LOADS (SNOW) ----------- 30 PSF ATTIC --------------------- 20 PSF LIVING SPACES --------------- 40 PSF SLEEPING ROOMS ------------- 30 PSF DECKS AND BALCONIES --------- 40 PSF WIND LOAD: BASIC WIND SPEED ------------ 110 MPH EXPOSURE B FOUNDATIONS 1. FOUNDATIONS SHALL BE CARRIED TO FIRM UNDISTURBED OR ENGINEERED MATERIALS CAPABLE OF SUSTAINING A BEARING PRESSURE OF 1.5 TONS PER SQUARE FOOT, TO BE VERIFIED ON THE JOB. FILL MATERIALS ON SITE, WHEN REMOVED, SHALL BE REPLACED WITH APPROVED ENGINEERED FILL, PLACED IN 6" LIFTS AND COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. 2. FOOTING EXCAVATIONS SHALL BE FINISHED BY HAND, PROOF ROLLED WHERE REQUIRED AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE THE PLACEMENT OF CONCRETE. 3. NO FOOTINGS TO BE PLACED IN WATER OR ON FROZEN GROUND. 4. BOTTOM OF FOOTING ELEVATIONS SHOWN ON THE DRAWINGS ARE PROVISIONAL UNTIL CONDITION OF THE SOIL IS VERIFIED IN THE FIELD AT ALL LOCATIONS. 5. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS. FOUNDATIONS WITH BACKFILL ON ONE SIDE ONLY SHALL BE SHORED OR HAVE PERMANENT ADJACENT CONSTRUCTION IN PLACE AND OF SUFFICIENT STRENGTH BEFORE BACKFILUNG 6. IF WATER IS ENCOUNTERED, MACHINE EXCAVATE TO CORRECT LEVELS AND INSTALL CRUSHED COMPACTED STONE OR LEAN CONCRETE; TRENCH DRAIN AND PUMP WHERE REQUIRED. CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BY MECHANICAL METHODS TO CONTROL SURFACE AND UNDERGROUND WATER AS REQUIRED DURING CONSTRUCTION. 7. CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDER ADJACENT STRUCTURES AND PROPERTIES ARE NOT LOWERED. 8. THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SPECIFICATIONS, TEST BORINGS OR TEST PITS. THESE DATA ARE INCLUDED ONLY TO ASSIST THE CONTRACTOR DURING THE BIDDING AND SUBSEQUENT LOCATIONS AT THE TIME THEY WERE MADE. 9. IF ROCK IS ENCOUNTERED, EXCAVATE 1'-0" BELOW BOTTOM OF FOOTING. PROVIDE GRAVEL FILL COMPACTED TO 95% DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD. REINFORCED CONCRETE 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) AND TO THE MASSACHUSETTS STATE BUILDING CODE. IN CASE OF CONFLICT, THE STATE BUILDING CODE SHALL GOVERN. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI (f'c). 3. REINFORCEMENT SHALL BE NEW BILLET STEEL BARS AND SHALL CONFORM TO ASTM A-615 GRADE 60. DEFORMATIONS TO CONFORM TO ASTM A305. WELDED WIRE FABRIC TO CONFORM TO ASTM A185. 4. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING PLATES SHALL BE NON -SHRINK, NON-METALUC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI (f'c) AT 3 DAYS. 5. ALL KEYS SHALL BE 2" x 4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. MUCTURAL STEEL 1. STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (AISC, NINTH EDITION), AND "STRUCTURAL WELDING CODE - STEEL", (AWS D1.1 LATEST EDITION) 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: ASTM A-992, GRADE 50 ALL W SHAPES, UNLESS NOTED OTHERWISE ASTM A-36 ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE ASTM A-500, GRADE B HSS SECTIONS (SQUARE OR RECTANGULAR) ASTM A-500, GRADE C HSS SECTIONS (ROUND) ASTM A-53, GRADE B STEEL PIPES ASTM A-325, TYPE SC OR N ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS ASTM F-1554, GRADE 36 ALL ANCHOR RODS, UNLESS NOTED OTHERWISE ASTM A-36 ALL THREADED RODS, UNLESS NOTED OTHERWISE 3. ALL SHOP CONNECTIONS MAY BE WELDED OR BOLTED. FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" DIAMETER, HOLES 13/16" DIAMETER, CONFORMING TO ASTM A-325. 4. FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE FINISHES. 5. PAINT ONE SHOP COAT AND TOUCH UP IN THE FIELD ALL STRUCTURAL STEEL WITH TNEMEC #99 RED METAL PRIMER. 6. ALL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. 7. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 8. FILLER BEAMS SHALL BE SPACED EQUALLY BETWEEN ESTABLISHED DIMENSIONS, UNLESS NOTED OTHERWISE. 9. PROVIDE TEMPORARY ERECTION BRACING TO MAINTAIN STRUCTURAL STEEL IN PROPER POSITION UNTIL PERMANENTLY SECURED. REMOVE TEMPORARY BRACING AND THEIR CONNECTIONS ONLY AFTER ERECTION OF PERMANENT MEMBERS IS COMPLETE AND CONCRETE SLABS HAVE BEEN PLACED. 10. ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS, AND SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE, ANSI/AWS D1.1-2000 TABLE 3.1 UNLESS OTHERWISE NOTED, ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS OR COMPONENTS BEING CONNECTED. 11. ELECTRODES FOR ALL WELDING SHALL CONFORM TO AWS E-70 SERIES. 12. ALL WELDING SHALL BE INSPECTED BY QUALIFIED WELDING INSPECTORS. FILLET WELDS SHALL BE VISUALLY INSPECTED. FULL PENETRATION WELDS SHALL BE 100% INSPECTED BY ULTRASONIC METHODS. STRUCTURAL QUALITY ASSURANCE 1. ALL WORK TO BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD (S.E.R.) IN THE FIELD, IN ADDITION TO AN APPROVED TESTING LABORATORY, SELECTED BY THE S.E.R. AND PAID FOR BY THE OWNER, WHERE APPLICABLE. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL TESTING WORK AND NOTIFY THE AGENCY IN A REASONABLE TIME, WHERE APPLICABLE. STRUCTURAL QUALITY CONTROL 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN A PROGRAM OF STRUCTURAL QUALITY CONTROL FOR THE PROJECT WITH REGARDS TO ALL STRUCTURAL SYSTEMS. THIS SHALL INCLUDE TESTING AND INSPECTIONS WHERE NECESSARY. DIMENSIONING 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INCLUDED IN THE STRUCTURAL DOCUMENTS. COMPOSITE METAL FLOOR DECK 1. DESIGN OF COMPOSITE METAL FLOOR DECK SHALL BE GOVERNED BY THE "SPECIFICATIONS FOR THE DESIGN OF COLD FORM STEEL STRUCTURAL MEMBERS", BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI) AND CONFORM TO THE DESIGN AND LOADING REQUIREMENTS OF THE STEEL DECK INSTITUTE (SDI). 2. METAL DECK SHALL BE MANUFACTURED FROM PHOSPHATIZED, PRIMED STEEL CONFORMING TO ASTM A611 OR GALVANIZED CONFORMING TO ASTM A446 WITH A MINIMUM YIELD POINT OF 33 KSI. 3. REFER TO THE FRAMING PLANS FOR COMPOSITE METAL DECK TYPE. THE METAL DECK SHALL BE ADEQUATE TO SUPPORT THE DEAD LOAD OF CONCRETE AND 20 LBS/SQ. FT. OF CONSTRUCTION LIVE LOAD WITHOUT SHORING. THE DEFLECTION OF THE DECK FOR CONCRETE WEIGHT SHALL NOT BE GREATER THAN 1/180TH OF THE SPAN OR 1/2", WHICHEVER IS SMALLER. 4. METAL FLOOR DECK SHALL BE FASTENED AT ALL SUPPORTS WITH 3/4" DIAMETER FUSION WELDS OR WELDED STUD SHEAR CONNECTORS SPACED NOT MORE THAN 12" 0/C. DECREASE SPACING OF WELDS TO 8" 0/C OR EQUIVALENT WITHIN 15 FEET OF BUILDING PERIPHERIES, AT OPENINGS, AND AT BRACED BENTS. 5. FABRICATE DECK UNITS IN LENGTHS TO SPAN THREE OR MORE SUPPORT SPACINGS. 6. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF FLOOR OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. ROUGH CARPENTRY 1. ALL LUMBER TO BE SURFACED DRY (S -DRY) AT A MAXIMUM MOISTURE CONTENT OF 19%. AND MARKED ACCORDINGLY. 2. ALL JOISTS, STUDS AND RAFTERS TO BE HEM -FIR No. 2 OR SPRUCE/PINE/FIR No. 2 GRADE MARKED. 3. ALL SILLS AND ALLOTHER ELEMENTS SO SPECIFIED, TO BE PRESSURE TREATED (P.T.) WITH FEDERALLY APPROVED CHEMICALS. ALL SUCH PRESSURE TREATED MATERIAL TO BE SOUTHERN PINE No. 2 OR BETTER, GRADE MARKED. 4. ALL POSTS AND TIMBERS TO BE DOUGLAS -FIR No. 2, GRADE MARKED. 5. ALL STUDS TO BEAR PROPER STUD GRADE MARK OR BETTER. 6. ALL ROOF SHEATHING TO BE 5/8" THICK C -D 32/16 APA INTERIOR WITH EXTERIOR GLUE, GRADE MARKED, OR APPROVED EQUAL. 7. ALL CROSS-GRAINED BEARING UNITS (SILLS, SOLE PLATES, BAND JOISTS ETC...) TO BE INSTALLED AT A MAXIMUM MOISTURE CONTENT OF 159 AS MEASURED IN THE FIELD. 8. ALL EXTERIOR WALL SHEATHING TO BE 1/2- THICK C -D 24/0 APA INTERIOR WITH EXTERIOR GLUE, GRADE MARKED, OR APPROVED EQUAL 9. ALL FLOORS TO BE SHEATHED WITH 3/4" THICK SUBFLOOR-UNDERLAYMENT, GROUP 1, APA INTERIOR TONGUE AND GROOVE EDGES. ALL UNDERLAYMENT TO BE GLUED WITH CONSTRUCTION ADHESIVE WHICH CONFORMS TO APA PERFORMANCE SPECIFICATION AFG-01, OR APPROVED EQUAL 10. ROOF SHEATHING INSTALLATION NOTES: * PANELS TO BE LAID UP WITH LONG DIMENSION ACROSS RAFTER/TRUSSES WITH EACH COURSE LAPPED WITH THE COURSE BELOW. * ALL MINIMUM OF 1/16" SPACE AT END JOINTS, AND 1/8" SPACE AT EDGE JOINTS. I DOUBLE THESE SPACES IN HUMID CONDITIONS. * PROVIDE PLY -CUPS BETWEEN RAFTERS AT ALL EDGE JOINTS. NAIL WITH SPIRAL THREAD 8d NAILS: NAILS SPACED 0 6" 0/C AT END JOINTS. NAILS SPACED 0 12" O/C AT INTERMEDIATE SUPPORTS. 11. ALL JOISTS LOCATED UNDER PARTITIONS TO BE DOUBLED. 12. ALL STRUCTURAL LAMINATED OR PREFABRICATED MEMBERS (LVL) TO BE FABRICATED OF MATERIAL FOR Fb=2,600 PSI AND E=1,900,000 PSI OR GREATER AS MANUFACTURED BY THE WEYERHAEUSER, BOISE CASCADE OR APPROVED EQUAL. 13. BEAMS MADE UP OF MULTIPLE MICRO -LAMS OR LVL'S TO BE FASTENED USING 2 ROWS OF FASTENMASTER TRUSSLOK FASTENERS AT 12" 0/C (STAGGERED). ALL NAILING TO BE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE NAILING SCHEDULE. 14. ALL CONNECTING HARDWARE AND FASTENERS TO BE SIMPSON BRAND OR APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL CONNECTING HARDWARE 'AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD TO BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR AN ALTERNATIVE MATERIAL APPROVED BY THE MANUFACTURER FOR EXPOSURE TO PRESSURE TREATED WOOD. CARPENTRY STANDARDS A. ALL STRUCTURAL TIMBER TO CONFORM TO THE LATEST EDITION OF NEPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION". B. PROVIDE DOUBLE STUDS (MINIMUM) UNDER ALL HEADERS OR BUILT UP BEAMS UNLESS OTHERWISE NOTED. POSTS MUST BE CARRIED FROM THE POINT OF LOAD TO FOUNDATION VIA A CONTINUOUS LOAD PATH. INSTALL BLOCKING AT FLOOR PLATFORMS. POSTS MUST BE BRACED AT ALL SPLICES BY THE FLOOR DIAPHRAGM. C. ALL TIMBER POSTS TO BE PROVIDED WITH PREFABRICATED METAL CAPS AND BASES SEE DETAILS WHERE APPLICABLE. D. PREFABRICATED FLOOR JOISTS TO BE TJI JOISTS BY TRUS JOIST OR EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. E. ALL LEDGERS TO BE FASTENED USING 2 FASTENMASTER LEDGERLOKS AT 16" 0/C OR 3/4" 0 EXPANSION BOLTS AT 16" 0/C (INTO CONCRETE). LYWOOD SHEATING ?OF RAFTERS /--SIMPSON H2.5A HURRICANE TIE EACH RAFTER `--CONTINUE PLYWOOD TO TOP PLATE CEILING JOIST RIM BOARD 1/2n PLYWOOD STUD BEARING SHEATHING WALL (DO NOT LAP) HURRICANE TIE TIE W/PLATFORM COLINGCEILING ��t'40TYP. HURRICANE TIE DTLTO SCALE CEILING JOIST STUD BEARING WALL PLYWOOD SHEATING -ROOF RAFTERS / (10) 10d COMMON NAILS SIMPSON H2.5A HURRICANE TIE . EACH RAFTER CONTINUE PLYWOOD TO TOP PLATE 1 /2" PLYWOOD SHEATHING HURRICANE TIE W/ CEILING TYP. HURRICANE TIE DTLHURRICANE TIE DTL. NOT TO SCALE ABOVE OR SOLID BLOCKING O.C. MIN. IRAL SHEATHING IEDULE SOLID BLOCKING AT ALL DGES & NAIL PER NAILING SCHEDULE NGTH END STUDS (CHORDS) I END OF SHEAR PANEL )N HDU HOLD DOWNS ER W/ THREADED ROD ADHESIVE. SEE HOLD DOWN rOR SIZE, TYPE AND EMBEDMENT FOUNDATION 5/8" ANCHORS Typical Garage Shearwall Elevation SHEAR WALL SCHEDULE TYPE SHEATHING NAI LES NAIL SPACING EDGES FIELD TYPE -1 3/4" PLYWOOD (ONE 8D 4" O.C. 12" O.C. SIDE) TYPE -2 5/8" GYPSUM BOARD (BOTH SIDES) ANCHOR SCHEDULE ID QUANTITY HOLD-DOWN TYPE ANCHOR TYPE ADHESIVE MIN. EMBEDMENT NOTES A 4 HDU5-SDS2.5 5/8 DIA. HILTI HIT-HY200 14" THREADED ROD TYPE -1 / i x I ` I i I ----------------- I I I SHEAR WALL DIAGRAM @ GARAGE/ WORKSHOP SCALE: 3/16' _ 1 TYPE -2 j;�? FREDERICK y�\�, n T ��Ir nl 1111EN =+ NO. 26617 0 y CR,gSO/STE��4�� ` NAL EN6 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: AS NOTED DATE: 01 /08/ 19 REVISIONS: GENERAL NOTES BUILDING PERMIT SET sloo 00 M rr N W d U wvi CA U� 00 U w w� U ¢" 1--1 Z U W� a 3 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: AS NOTED DATE: 01 /08/ 19 REVISIONS: GENERAL NOTES BUILDING PERMIT SET sloo T.O. SUBFLOOR +88'-8 1/2" T.O. CONC. WALL _ +77'-9" 1 I 1 I COMPOSITION: 0 3/4" CEDAR SHINGLE 0 1/4" CEDAR BREATHER 0 1 /8" ICE It WATER SHIELD 0 3/4" PLYWOOD SHEATHING 1 11 1/4" ROOF RAFTER W/ ICYNENE INSULATION 1 COMPOSITION: I0 3/4" WOOD FLOORING 11/2" TBG DECK SUBFLOOR 14" WOOD FLOOR JOIST 0 3/4" STRAPPING 0 5/8" GYPSUM BOARD _—_—_---- I 01/16" SKIMCOAT W -SHAPE DROPPED BEAM FOR FLOOR SUPPORT. T O. SUBFLOOR +88'-8 1/2" ,T.O. CONC. WALL +77'-9" 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. DN -S BUILDING SECTION SCALE: 1 /4" - 1'-0" SCALE: 114' - 1'-0" DATE: 01/08/19 REVISIONS: GARAGE/ WORKSHOP BUILDING SECTIONS BUILDING PERMIT SET A405 cc 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. DN -S BUILDING SECTION SCALE: 1 /4" - 1'-0" SCALE: 114' - 1'-0" DATE: 01/08/19 REVISIONS: GARAGE/ WORKSHOP BUILDING SECTIONS BUILDING PERMIT SET A405 01704.00 R. U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. lT sius �' V 1 Q � �• .O E v CI ti ,l l' H d e� a � � o o cd 00 M �W V N O r� V r� V 1 ti] U� W0"o- H d 00 U U w U 00 kn " U M N �~ a W w 01704.00 R. U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. lT �' V 1 ,l l' d e� a � � o o cd �W V r� V ig 11 11 11 11 1 11 LA L4 J I I v I I SCALE: 1/4" 1'-0" Ii Li Li L I I 1 11 11 1 I I - -- DATE: 01/08/19 lain dil 11111 1® REVISIONS: °... ° 41 �� ❑ �� .I'. .. Q . ' . v. a .. .. �� . _ I` a' ° v I v v a .. — •v v v. v . ° ° D D a v 1 I � �c�O��VC� fI .. .v 9 .. .• v ... � I a .. II °. ..°. .. b � '� .. ` 1�q C��p �� v�.l .. ,v. v • ° v ; .. .v' . : � al . � ° � v v v' a v � � ° ° °. v ° 1 O�1Z. a� ��00�CL —I— --}— — ----- ----- ------------- -- — — — . . ... .. . . . . .. . P BUILDING SECTION W—E BREEZEWAY BUILDING SECTION • � SCALE: 1 /4" 1'-0" I I i, BUILDING PERMIT SET A404 - - - - - - - - - - - - - - - - - - - - - - - - - - - - C Z. �X; / 3 1` u0 V g. H ®� y✓�cw ^ .J� H W 00 M ..r N d �o U tn W00 4F� ll W � W 0 ..j Q V 000 r ^ V U 00 ' ` 0'0 V u U M Z E N W~ Enw a W wF N -S BREEZEWAY BUILDING SECTION SCALE: 1 /4" = V-0" W -E BUILDING SECTION 1 SCALE: 1/4 " = 1'-0" )1704.00 Lu. :OPYRIGHTED 2019 VAN BEREZNICKI ASSOC., INC. SCALE: 114' = 1'-0" DATE: 01/08/19 REVISIONS: BUILDING SECTIONS BUILDING PERMIT SET A4*3 TH V 1 H H W d �o U tn � 4F� ll W V SCALE: 114' = 1'-0" DATE: 01/08/19 REVISIONS: BUILDING SECTIONS BUILDING PERMIT SET A4*3 lA , IIS D I I I ------------------- ------------- - COMPOSITION: i 0 3/4" CEDAR SHINGLE 0 1/4" CEDAR BREATHER - - - - - - - - - 01/8" ICE & WATERSHIELD ool- 0 3/4" PLYWOOD SHEATHING 11 1/4" ROOF RAFTER W/ ICYNENE INSULATION \, -----------------�--- - - - - -D- I I I I I I I I i L I I n I 2 I I BEDROOM 5.1 I I 306 i I r i3 I I oc I i I 0 I � I i I - - — -- I - I I ' I i �1I I I I I I■I �- 213 111 11 111 11 111 11 111 COMPOSITION: 11 1/4" WOOD FLOOR JOIST 0 3/4" STRAPPING 0 5/8" GYPSUM BOARD 0 1 / 16" SKIMCOAT 111111 II II 11 IIII U 11 11 GRAND STAI 201 P 309 BEDROOM 204 LIBRARY 102 T.O. DECK FRAME T.O. SUBFLOOR +115'-8" T.O. SUBFLOOR -_-------_—_ _—_ T.O. SU13FLOOR D II T.O. SUBFLOOR ------------- --- +79'-111/4" �o C=am Q a�D o •oti 0 D o�, lz� �o Chu T.O. EXISTING SLAB L ��.. MJF �V 00 M ti N O V 1 V fC/�T]i En W � � M" 4 U � °�° r l r � Vl V H � 200 TT�l V r V Z W n N �~ v� w w a W o, 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. F---1 �a � a U � l W SCALE: 1/4' 1'-0" DATE: 01 /08/19 REVISIONS: N -S BUILDING SECTION BUILDING PERMIT SET • BUILDING SECTION 0)-SUAL-E'- i )1704.00 Lu. :OPYRIGHTED 2019 VAN BEREZNICKI ASSOC., INC. lT �' V 1 5•�. X l ' 00 M Q N O '^ V 1 � � F� W W � W00 U 00 U IC 00 U W 00 U V I?F-1 Z � U M W N �~ �w W w BUILDING SECTION 0)-SUAL-E'- i )1704.00 Lu. :OPYRIGHTED 2019 VAN BEREZNICKI ASSOC., INC. lT �' V 1 l ' Q a o zU � F� W U SCALE: 1 /4" = 1'-0" DATE: 01/08/19 REVISIONS: N -S BUILDING SECTION BUILDING PERMIT SET A401 GARAGE WORKSHOP WEST ELLVAI1UN 2 SCALE: SCOPE OF WORK -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR W/ WOVEN HIP, TYP. -NEW STANDING SEAM ROOF @ LAUNDRY 111. -NEW FLAT SEAM SOLDERED COPPER ROOF @ BACK PORCH. -EXTERIOR WALL TO BE RE -SHINGLED W/ CEDAR SINGLE. -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. 12 12-___ WEST ELEN 0 ��m I_ moi- m rE— r .rte.=' _ ■■■� ________ M �I wry r - r�ii■ - ■.,___________. — ., OVER — NEW SHINGLE O EXISTING ROOF' TMP —_ ROOF: STANDING SEAM COPPER ROOF, TYP. I i NEW FREEZE BOARD @ WINDOW HEAD, TYP. I I 1 D2 7 EXISTING BRACKETS TO REMAIN, TYP. `HM H[ I I 1 PATI O N 0 --T-- ALIGN 5 T.O. DECK FRAME 00 M I N U W w 0•, U00 00 r U r Ul CW7 h•�•�1 i _-A 5 T.O. DECK FRAME 01704.00 R.U. 4 T.O. SUBFLOOR COPYRIGHTED 2019 +115'-8" IVAN BEREZNICKI ASSOC., INC. 3 T.O. SUBFLOOR +104'-5 3/4" 2 T.O. SUBFLOOR +92'-2 114' 1 T.O. SUBFLOOR +79'-11 114!' RECEIVED JAN 16 2019 YARMOUTH OLD KING'S HI(�WAYL APPROX JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY RECEIVED JAN 17 2019 TOWN CLERK SOUTH YARMOUTH, MA SCALE: 1/4' - DATE: 01/08/19 REVISIONS: WEST ELEVATION BUILDING PERMIT SET 00 M N U W w 0•, U00 00 r U r Ul CW7 h•�•�1 00 v► U -••I z M W N Zo �w �H W 1w c, 01704.00 R.U. 4 T.O. SUBFLOOR COPYRIGHTED 2019 +115'-8" IVAN BEREZNICKI ASSOC., INC. 3 T.O. SUBFLOOR +104'-5 3/4" 2 T.O. SUBFLOOR +92'-2 114' 1 T.O. SUBFLOOR +79'-11 114!' RECEIVED JAN 16 2019 YARMOUTH OLD KING'S HI(�WAYL APPROX JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY RECEIVED JAN 17 2019 TOWN CLERK SOUTH YARMOUTH, MA SCALE: 1/4' - DATE: 01/08/19 REVISIONS: WEST ELEVATION BUILDING PERMIT SET � 4 0 III - 00 en cn W � � Ut 00� ^ 00 00 H `� 4 G 1 G2 G3 Cl C2 C4 A I ---------------------- g 2 5 ---------------------. C 2A 2B 2C I 5.0 S.Of S.Of 5.2 �52 D ► M �J ^ W. N ----------- 1---------------------------- -------------------------------------------=------1----------=1---- - --------J-------- --- ----I----------- ----- -- --------k I I I I I 521e Dr I 5.0 Ldyl l / e 01704.00 --------------- 15 5. LTiTl7 —LTLT—LT 2.4 2.4 - _ 2. _5 r i 12 R.U. COPYRIGHTED 2019 I I I 1 FFTF 1 I I 1 I I (3) BRACKET #6 PER DORMER, TYP. �} - _ \ I -, L(2) BRACKET #4 CORNER, TYP. 1 8 1/4" CORNER BOARD, TYP. I 1 I I I I t I I I I D13 I D13 D13 I I ROOF: RED CEDAR SHINGLE W/ WOVEN HIPS, TYP. T^ V 1 Ltj �J FIBERGLASS GUTTER: G-075, TYP. - — - — - — - — - — - — - — - — A4.3 y - - - - - - --- -RAFTER TAIL #1, TYP.:E4 -- - _ S1 I I --------- ------ I - — - - - - - BRACKET #5 @ EACH SIDE, TYP. - --- - 2) BRACKET #1 CORNER. C� l C _ � 1 .._.. 1 I 12I _ _ I -- 4M"ADIA. DOWNSPOUT @ IN BUILDING CORNER, TYP. a o en 1 I I i 2 � 5.5 3 1 1 1 5.5 2.2 2.2 - 1- O 1 _. I I 3.1 2A 3.1 � ' I — --- 1 - I --- N -._ - I _= CORNER BOARD: 8"x8"x1 1 /4", TYP. - G3 G3 G3 O G31. O RAFTER TAIL r-- G2, TYP. - _ . - __ -- -- -- _ - _ _ - _ _ IL _ - - f 2A 2A _ I _ I __ --RAFTER TAILG2F, TYP. _F' 'FP"FDG3,TYP.- -SOLDERED IBERGLASS GUTTER: G -07 ---------- I ------------ r - - COPPER ROOF, TYP. — - — - — - — - — - — - — - — - 1000000i 0 0 ® 000001 1 ® FU 0 ® 0 0 01 ® I ® ® 1000 ®®® go 0 _— I -- -- CORNER BOARD: 8"x8"x1 1/4", TYP. - _1 1/4"x8" BAND COURSING, TYP.--- -- -- Al- l- V I ---- - I- AA 3AB _ —1 _ O BRACKET #8, TYP. - I I D4 D4 I I I I D4 I I 4 I 5. 5. I I I I I i a � W� I 1 I - co z SCALE: 114' a 1'-0" DATE: 01/08/19 m1un REVISIONS: t� --t - -- ---t -- - -- - J� - -- - --- --- ---- --- ----- -- ----- -- -- ----- - - --- -- O W ��'�D �0❑QUO❑ �C�❑Q I ---------------------- �O❑__�Q I I I Wv1 ua �o a woad �000 �o�o cn Oo� SOUTH ELEVATION�'ASCALE'. 1/4" V-0" RECEWED JAN 16 2019 OLD KING SOHIGHWAY SOUTH APPROVED ELEVATION JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY RECEIVED BUILDING PERMIT SET SCOPE OF WORK JAN 17 2019 -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR W/ WOVEN HIP, TYP. TOM CLERK -NEW STANDING SEAM ROOF @ LAUNDRY 111. -NEW FLAT SEAM SOLDERED COPPER ROOF @ BACK PORCH.A363 SOUTH YARMOUTH, WIA -EXTERIOR WALL TO BE RE -SHINGLED W/ CEDAR SINGLE. -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. i 00 N O V W 'C w � U� 00E U U �00 tn u u4 r -a v M Z w� 'I G1 N o B A C C1 G3 G a Q (;Z) Z I I I I 1 I I i 1 I I I -1----------------------L-------- ----1--- ------------------------------- --------------------------1---------------------!---------------------Q------ II I 01704.00 I I I R.U. I I ------- - -------- ------------------------------------------- ------ COPYRIGHTED 2019 --- --------------------------- ------------------------ - - - - - - -------------------------I----------------------------------I ----- Q � IVANBEREZNICKIASSOG.,INC, I _ II— - — - — - — - — --- - — - — - — - — - — - — - — - — - — - — - — - — I I I I I f I , I 1 II [� -------------- ----- 1---------------- - - ---------------------- 12 I 0 I I I - 1 I _ I ---- z I o _ 4 I ® ® AD] ® _�— � ( I I I — — — — — — — — — — — — — — — — — — — — — — — — — - _ — 13FIBERGLASS GUTTER: G-075, TYP. 771 �—_.BRACI 1 I z =O u� z ED 1 iz ( —1— -- - — - — - — - — - — - - — - LnLu _. u I I11-4 ur 77 W V1 NORTH ELEVATION SCALE: 1/4" - V-0'• SCOPE OF WORK -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR. -EXTERIOR WALL TO BE RE -SHINGLED W/ EITHER CEDAR SINGLE OR CLAPBOARD SIDING (ARCHITECT TO DISCUSS W/ CLIENT.) -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. FIBERGLASS GUTTER: G-075, TYP. 77777:7 FIBERGLASS GUTTER: G-075, TYP. RAKE BOARD G3, TYP. RAFTER TAIL G2, TYP. D3 1 1/4"x8" BAND COURSING, TYP. gININIMININS � 10110 1 I=: I{. 1 ON M . MIMI ■■■■■■; In■■�■�■i ____1 ER TAILG2F, TY I I 6 2019 YAKIVIOUTH OLD KING'S HIGHWAY APPROVEE JAN 17 2019 YARMOUTH nl n viKlr,'C HIGHWAY RECEIVED JAN 7 7 2019 TOWN CLERK SOUTH YARMOUTH, MX SCALE: 1 /4" = V-0" DATE: 01/08/19 REVISIONS: NORTH ELEVATION BUILDING PERMIT SET A301 r� V 1 H a O a� U W RECEIVED JAN 7 7 2019 TOWN CLERK SOUTH YARMOUTH, MX SCALE: 1 /4" = V-0" DATE: 01/08/19 REVISIONS: NORTH ELEVATION BUILDING PERMIT SET A301 (:2)GARAGE/ WORKSHOP EAST ELEVATION SCALE: 1 /4" = 1'-0" SCOPE OF WORK -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR W/ WOVEN HIP, TYP. -NEW STANDING SEAM ROOF @ LAUNDRY 111. -NEW FLAT SEAM SOLDERED COPPER ROOF @ BACK PORCH. -EXTERIOR WALL TO BE RE -SHINGLED W/ CEDAR SINGLE. -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. lA -------------------- �-------- 12 II 5.21— 12 T I I I 11 `l T TT T1 BRACKET #5 Ca) EACH END OF ROOF, TYP. I � I i I — ROOF: — fCOPPER TLOCK SOLDERED - ROOF, TYP. 125.1 ----------- ------ - .--------------------------- — 512 -------------- — ------ i 5 Of 2B 1 5 0 5.2 5.2 I� ---��------------------- i( II - --12 ---------- -- 2 -11 ROOF: RED CEDAR SHINGLE W/ WOVEN HIPS, TYP. �--FIBERGLASS GUTTER: G-075, TYP-------------- — - — - — - (2) BRACKET #1 @ CORNER. 4' DIA. DOWNSPOUT @ MAIN BUILDING CORNER, TYP. ERGLASS GUTTER: G-075, TYP. T.O. DECK FRAME 121'-5 114' 4 T.O. SUBFLOOR +115-8" 3 T.O. SUBFLOOR +104'-5 3/4' 2 T.O. SUBFLOOR +92'-2 1/4" 1 T.O. SUBFLOOR +79'-11 114' Aft Fm r— ftf E mu JAN 16 2019 YAKIVIvUTH 0 SH W APPROVED JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY RECEIVED JAN 17 2019 TOWN CLERK SOUTH YARMOUTH, MA f 00 M N L>a � G7 wv� � U 00 Uw �° 20, U U p4 u 4 z M W � N �~ `4 W a as � 01704.00 R. U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. H E-� D a c •� 7W U W U SCALE: 1/4" - V-0" DATE: 01/08/19 REVISIONS: EAST ELEVATION BUILDING PERMIT SET --------------------- ----- c� 1A 1C A5.Of Of S.Of S.Of - I I 10 NORTH ELEVATION 4V_ 1/4" - V-0" � "23IZ. mill �- T l� I --------------------- ----- c� 1A 1C A5.Of Of S.Of S.Of - I I 10 NORTH ELEVATION 4V_ 1/4" - V-0" � "23IZ. mill BRACKET #2 @ CORNER. --- RAFTER TAIL#1, TYP. D10 � 11 O TAIL #4,I TYP. wow A C5 C2 C1 G3 G Gl -1---------------1-----------' - -------I--- -----------1-----------1---------------------I----------------------1------ I 1 I I I 5.0 5.0 5.1 2.4 55.4 i 1 i 1 I I -,---------------}--------------------I------------------------ ---------------------I-----------------------F------ -------------------------------I-------------i-----------I-------------------- I --------------------- I I (3) BRACKET #6 PER DORMER, TYP. RED CEDAR SHINGLE W/ I WOVEN HIPS, TYP. I I I 1 I I 1 FIBERGLASS GUTTER: G-075, TYP - - I i r I I -----I , I - - - - - - - - - I - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I BRACKET #1@CORNER, TYP. --- 1 3" DIA. DOWNSPOUT. I------------------� 12 - � I °) I I I -------- 4' DIA. DOWNSPOUTIF ( I 1A 1B 1C I 5.0 5.0 _ 5.Of 5.Of 1 I 1 i I I I MAIN BUILDING CORNER, P. 1 1 1 I 11 2.2 2.2 52.3 1 I I 1 2 3 1 1 1 - _ ® -T_ -- _ _ _ I 4 1A 16 1C I F1 F1 FI I 5.5 5.5 2.2 2.2 52.3 C:= S.Of 5.3 5.3 I O O O I �_-- ,-_- 11 - - --- - I I 1 2A CORNER BOARD: 8"x8"x1 1/4", TYP. 1 1A 1B 1C 1 I 3.1 3.1 5.2f - -�- � ',.1 -� j-� _ _FIBERGLASS GUTTER: G_075, TYP. � -� H1 11 111 2.2 S3.8 S3.8 S3.8 S3.8 i --- _ __ _ _ � i i it ..,.. ■ � ._ 64, 11011 q -4 WA IN an i - l� + mo Qz �a c� U � ecd l rW V 1A 1C BRACKET #2 @ CORNER. --- RAFTER TAIL#1, TYP. D10 � 11 O TAIL #4,I TYP. wow A C5 C2 C1 G3 G Gl -1---------------1-----------' - -------I--- -----------1-----------1---------------------I----------------------1------ I 1 I I I 5.0 5.0 5.1 2.4 55.4 i 1 i 1 I I -,---------------}--------------------I------------------------ ---------------------I-----------------------F------ -------------------------------I-------------i-----------I-------------------- I --------------------- I I (3) BRACKET #6 PER DORMER, TYP. RED CEDAR SHINGLE W/ I WOVEN HIPS, TYP. I I I 1 I I 1 FIBERGLASS GUTTER: G-075, TYP - - I i r I I -----I , I - - - - - - - - - I - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I BRACKET #1@CORNER, TYP. --- 1 3" DIA. DOWNSPOUT. I------------------� 12 - � I °) I I I -------- 4' DIA. DOWNSPOUTIF ( I 1A 1B 1C I 5.0 5.0 _ 5.Of 5.Of 1 I 1 i I I I MAIN BUILDING CORNER, P. 1 1 1 I 11 2.2 2.2 52.3 1 I I 1 2 3 1 1 1 - _ ® -T_ -- _ _ _ I 4 1A 16 1C I F1 F1 FI I 5.5 5.5 2.2 2.2 52.3 C:= S.Of 5.3 5.3 I O O O I �_-- ,-_- 11 - - --- - I I 1 2A CORNER BOARD: 8"x8"x1 1/4", TYP. 1 1A 1B 1C 1 I 3.1 3.1 5.2f - -�- � ',.1 -� j-� _ _FIBERGLASS GUTTER: G_075, TYP. � -� H1 11 111 2.2 S3.8 S3.8 S3.8 S3.8 i --- _ __ _ _ � i i it ..,.. ■ � ._ 64, 11011 q -4 WA IN an SCOPE OF WORK -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR W/ WOVEN HIP, TYP. -NEW STANDING SEAM ROOF @ LAUNDRY 111. -NEW FLAT SEAM SOLDERED COPPER ROOF @ BACK PORCH. -EXTERIOR WALL TO BE RE -SHINGLED W/ CEDAR SINGLE. -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. r■r �r ■rr�r `\KE BOARD G3, TYP. AFTER TAIL G2, TYP. 1 x8" BAND COURSING, TYP. m■■■■■■1 '[■m■■■1 ER TAIL G217, TY I RECEIWFC'�- J AN 16 c 19 AKIAuu 1 I, - "OLD KING'S HIGHDAY- - . ROVEDI JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY ECEIVEn JAN 17 2019 TOWN CLERK SOUTH YARMOUTH, MA i - l� + .l l' �a c� U � � l rW V 1A 1C 5.0f 5.0VM I' 11f 'I I 1 T / I 777o ---------------------- - i -I------------------------4--------------------'� 1 1 I I i SCOPE OF WORK -EXISTING ROOF TO BE RE -SHINGLED W/ RED CEDAR W/ WOVEN HIP, TYP. -NEW STANDING SEAM ROOF @ LAUNDRY 111. -NEW FLAT SEAM SOLDERED COPPER ROOF @ BACK PORCH. -EXTERIOR WALL TO BE RE -SHINGLED W/ CEDAR SINGLE. -ALL DECORATIVE BEAM, COLUMN, BRACKET, & RAFTER TAIL HAS CHAMFERED EDGE PROFILE. r■r �r ■rr�r `\KE BOARD G3, TYP. AFTER TAIL G2, TYP. 1 x8" BAND COURSING, TYP. m■■■■■■1 '[■m■■■1 ER TAIL G217, TY I RECEIWFC'�- J AN 16 c 19 AKIAuu 1 I, - "OLD KING'S HIGHDAY- - . ROVEDI JAN 17 2019 YARMOUTH OLD KING'S HIGHWAY ECEIVEn JAN 17 2019 TOWN CLERK SOUTH YARMOUTH, MA SCALE: 1/4" = V-0" DATE: 01/08/19 REVISIONS: NORTH ELEVATION BUILDING PERMIT SET A3,01 l� .l l' �a c� U � � l rW V SCALE: 1/4" = V-0" DATE: 01/08/19 REVISIONS: NORTH ELEVATION BUILDING PERMIT SET A3,01 DOOR # SYMBOL ELEVATION ROOM NAME 301 R -VALUE ® PROVIDED BATHROOM 302 7" lcynene ProSeal (MD -C -200-V3) CEILING R49 min. U -VALUE BEDROOM 303 r R20.35 5.5" lcynene Classic (R3.7/in.) BEDROOM 304 LEAF WINDOWS LOCK SET HARDWARE HARDWARE SET STUDY 305 THRESHOLD WALL HINGE BEDROOM 306 NOTES 0.3 RELATED DRAWINGS 0.21 BEDROOM 307 � MANUFACTURE SERIES PROFILE BEDROOM 308 TYPE SET # BEDROOM 309 TYPE MATERIAL THICKNESS MANUFACTURE BEDROOM 310 HALL 311 (WxH) I I HALL IAICI II ATInK1 ¢PFriFIr_ATIrwS (PRFSCRIPTIVE METHOD) ZONE REQUIRED PROVIDED R-VALU1E INSULATION TYPE R -VALUE INTERIOR DOOR SCHEDULE PROVIDED REQUIRED R49.� 7" lcynene ProSeal (MD -C -200-V3) CEILING R49 min. U -VALUE R7.1/in. WALL R20 min. R20.35 5.5" lcynene Classic (R3.7/in.) STICKING LEAF WINDOWS LOCK SET HARDWARE HARDWARE SET THRESHOLD THRESHOLD THRESHOLD WALL HINGE HINGE MODEL HINGE FINISH NOTES 0.3 RELATED DRAWINGS 0.21 ROOM # DOOR TYPE FRAME OPENING SIZE MANUFACTURE SERIES PROFILE THICKNESS DOOR FINISH TYPE SET # FINISH TYPE MATERIAL THICKNESS MANUFACTURE (WxH) MATCH STYLE a PROFILE W/MATCH TBD 0'-13/4" PAINTED '', PRIVACY TBD TBD ® WOOD MATERIAL W/ EXISTING 6'88 TBD TBD TBD 303 SINGLE DOOR 3'-0"xT-1 1/8" SELECT DOOR E (SITING DOORS SELECT DOOR MATCH STYLE Et PROFILE W/ TBD 0'-1 3/4" PAINTED PASSAGE TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING 13.38" TBD TBD TBD 304 SINGLE DOOR 3'-0"xT-1 1/8" IXISITING DOORS I MATCH STYLE Ek PROFILE W/MATCH TBD 0* -2 1/4" PAINTED PASSAGE TBD TBD ❑ N/A MATERIAL W/ EXISTING 6.88" TBD TBD TBD 304 POCKET DOOR 3' 0"xT-1 1/8" SELECT DOOR IXISITING DOORS TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING 4.87" TBD TBD TBD SELECT DOOR MATCH STYLE Et PROFILE W/ TBD 0'-1 3/4" PAINTED PASSAGE 305 SINGLE DOOR T-10"xT-1 1/8" IXISITING DOORS PASSAGE TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING 6.88" TBD TBD TBD Y-0"xT-1 1/8" SELECT DOOR MATCH STYLE Et PROFILE W/ TBD 0' 1 3f4" PAINTED 306 SINGLE DOOR IXISITING DOORS 6' 0"xT-6" SELECT DOOR MATCH STYLE Et PROFILE W/ TBD 0' 2 1/4" PAINTED PASSAGE TBD TBD ❑ N/A MATCH MATERIAL W/ EXISTING 6 88" TBD TBD TBD 306 DOUBLE POCKET DOOR IXISITING DOORS TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING 6.88" TBD TBD TBD 3'-0"xT-1 1/8* SELECT DOOR MATCH STYLE Et PROFILE W/ TBD 0' 1 3/4" PAINTED I', PASSAGE 306 SINGLE DOOR IXISITING DOORS 3'-0"xT-1 1/8" SELECT DOOR MATCH STYLE & PROFILE W/ TBD 0'-1 3/4" PAINTED '' PASSAGE TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING 6.88" TBD TBD TBD 309 SINGLE DOOR IXISITING DOORS MATCH STYLE Et PROFILE W/ TBD 0-1 3/4" PAINTED PASSAGE TBD TBD ® WOOD MATCH MATERIAL W/ EXISTING13'38" TBD TBD TBD SINGLE DOOR 3'-0"xT-1 1/8" SELECT DOOR 309 IXISITING DOORS 302 CONCEALED SINGLE 3'-113/4"xT-11/8" BY GENE OR N/A N/A 0'-11/2" PAINTED' N/A TBD TBD ❑ N/A 4.19" TBD TBD TBD DOOR CONTRAC 302 CONCEALED SINGLEBY 3' 11 3/4"x7-1 1/8" GENERAL N/A N/A V-1 1/2" PAINTED N/A TBD TBD ❑ N/A 4.19" TBD TBD TBD DOOR CONTRACTOR NOTE: INTERIOR FRAM E OPENING SIZE REFERS TO JAMB TO JAMB DIMENSION IN WIDTH & FINISH FLOOR TO DOOR HEAD FRAME IAICI II ATInK1 ¢PFriFIr_ATIrwS (PRFSCRIPTIVE METHOD) ZONE REQUIRED PROVIDED R-VALU1E INSULATION TYPE R -VALUE REQUIRED PROVIDED REQUIRED R49.� 7" lcynene ProSeal (MD -C -200-V3) CEILING R49 min. U -VALUE R7.1/in. WALL R20 min. R20.35 5.5" lcynene Classic (R3.7/in.) rrL1re+rMA-r1^K1 -rUr:0 AAI Coer`ICIrATInKIQ tPRFCr_PIPTI\/F MFTHM EXTERIOR WINDOW SHCEDULE DESIGNATION D9 D10 D11 D12 D13 D14 D15 WINDOW TYPE DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG UNIT SIZE POCKET (WxH) 4-0 1/4"x6-0 3/8" 4-01 /4'x5'-9 3/8" Y -2"x4-4 3/8" T-7 3/4"x5'-4 1/8" 4-0 1 /4"x5'-9 3/8" T-8 1 /4"x5'-0 3/8" T-71 /4"x5'-4 1/8" SASH SIZE (W x H) 3'-4"x5'-8" 3'-4"x5'-5" T-5 3/4"x44' 2'-0"x5'-0" 3'-4"x5'-5" 2'-0"x4'-8" 2'-0"x5'-0" WINDOW HEAD HEIGHT V-11 3/4" 6'-3 3/4" 64" T-4" 8' 8" 8'-3" T-4" ABOVE SUBFLOOR QUANTITY 1 2 2 2 3 4 1 MANUFACTURER LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW SERIES CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED MUNTIN LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING MUNTIN PATTERN 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS Wf INSULATED GLASS W/ GLAZING ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS STORM TEST PERFORMANCE IZ3 IZ3 IZ3 IZ3 IZ3 IZ3 IZ3 U -VALUE 0.29 0.29 0.29 0.29 0.29 0.29 0.29 EXTERIOR CASING WOOD WOOD WOOD WOOD WOOD WOOD WOOD EXTERIOR FINISH TBD TBD TBD TBD TBD TBD TBD INTERIOR FINISH TBD TBD TBD TBD TBD TBD TBD EXTENTION JAMB PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. HARDWARE SET TBD TBD TBD TBD TBD TBD TBD HARDWARE SET FINISH TBD TBD TBD TBD TBD TBD TBD HINGE MANUFACTURER TBD TBD TBD TBD TBD TBD TBD HINGE FINISH TBD TBD TBD TBD TBD TBD TBD SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN SHADES N/A N/A N/A N/A N/A N/A N/A NOTES MULLED W/ D15 MULLED W/ D12 FRONT ELEVATION Ffl , 1 11 NOTE: -ALL EXTERIOR WINDOW/ DOOR UNIT SIZES ARE PRELIMINARY & SUBJECT TO CHANGE. -WINDOW/ DOOR MANUFACTURER TO MIMIC EXISTING WINDOW PROFILE PROVIDE SHOP DRAWING FOR EACH UNIT ACCORDINGLY W/ SPECIFIED "SASH SIZE". WINDOW/ DOOR MANUFACTURER TO SEND ARCHITECT FINAL FRAMING PROFILES IN DWG FILE FORMAT IN ORDER TO FINALIZE REQUIRED UNIT SIZE & ROUGH OPENING DIMENSIONS. -FINAL SCHEDULES FOR CONSTRUCTION WON'T BE ISSUED TO G.C. UNTIL ALL UNIT SIZES ARE DETERMINED. -k I'�' `; w i a� t �Z '�`, a CO'sLt1• 00 M O U W� U� 00 U U (5 00 U°° U 4 Z W N �~ �WaW W 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: AS NOTED DATE: 01 /08/19 REVISIONS: WINDOW/ DOOR SCHEDULE BUILDING PERMIT SET A2.5 REQUIRED PROVIDED REQUIRED PROVIDED GLAZING DATA TYPE U -VALUE U -VALUE SHGC VALUE SHGC VALUE Insulating Glass/LoE-272 -Argon -SDL WINDOWS 0.30 max. 0.29 NR 0.21 w/ Spacer Insulating Glass/LoE-272 -Argon -SDL DOORS 0.30 max. 0.3 NR 0.21 vv/ Spacer EXTERIOR WINDOW SHCEDULE DESIGNATION D9 D10 D11 D12 D13 D14 D15 WINDOW TYPE DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG UNIT SIZE POCKET (WxH) 4-0 1/4"x6-0 3/8" 4-01 /4'x5'-9 3/8" Y -2"x4-4 3/8" T-7 3/4"x5'-4 1/8" 4-0 1 /4"x5'-9 3/8" T-8 1 /4"x5'-0 3/8" T-71 /4"x5'-4 1/8" SASH SIZE (W x H) 3'-4"x5'-8" 3'-4"x5'-5" T-5 3/4"x44' 2'-0"x5'-0" 3'-4"x5'-5" 2'-0"x4'-8" 2'-0"x5'-0" WINDOW HEAD HEIGHT V-11 3/4" 6'-3 3/4" 64" T-4" 8' 8" 8'-3" T-4" ABOVE SUBFLOOR QUANTITY 1 2 2 2 3 4 1 MANUFACTURER LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR LITTLE HARBOR WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW SERIES CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED SIMULATED DIVIDED MUNTIN LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE LITE, MATCH PROFILE W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING W/ EXISTING MUNTIN PATTERN 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 2 OVER 2 INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS W/ INSULATED GLASS Wf INSULATED GLASS W/ GLAZING ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT ARGON FILL, LIGHT RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS RESTORATION GLASS STORM TEST PERFORMANCE IZ3 IZ3 IZ3 IZ3 IZ3 IZ3 IZ3 U -VALUE 0.29 0.29 0.29 0.29 0.29 0.29 0.29 EXTERIOR CASING WOOD WOOD WOOD WOOD WOOD WOOD WOOD EXTERIOR FINISH TBD TBD TBD TBD TBD TBD TBD INTERIOR FINISH TBD TBD TBD TBD TBD TBD TBD EXTENTION JAMB PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. PROVIDED BY G.C. HARDWARE SET TBD TBD TBD TBD TBD TBD TBD HARDWARE SET FINISH TBD TBD TBD TBD TBD TBD TBD HINGE MANUFACTURER TBD TBD TBD TBD TBD TBD TBD HINGE FINISH TBD TBD TBD TBD TBD TBD TBD SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN FULL SCREEN SHADES N/A N/A N/A N/A N/A N/A N/A NOTES MULLED W/ D15 MULLED W/ D12 FRONT ELEVATION Ffl , 1 11 NOTE: -ALL EXTERIOR WINDOW/ DOOR UNIT SIZES ARE PRELIMINARY & SUBJECT TO CHANGE. -WINDOW/ DOOR MANUFACTURER TO MIMIC EXISTING WINDOW PROFILE PROVIDE SHOP DRAWING FOR EACH UNIT ACCORDINGLY W/ SPECIFIED "SASH SIZE". WINDOW/ DOOR MANUFACTURER TO SEND ARCHITECT FINAL FRAMING PROFILES IN DWG FILE FORMAT IN ORDER TO FINALIZE REQUIRED UNIT SIZE & ROUGH OPENING DIMENSIONS. -FINAL SCHEDULES FOR CONSTRUCTION WON'T BE ISSUED TO G.C. UNTIL ALL UNIT SIZES ARE DETERMINED. -k I'�' `; w i a� t �Z '�`, a CO'sLt1• 00 M O U W� U� 00 U U (5 00 U°° U 4 Z W N �~ �WaW W 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: AS NOTED DATE: 01 /08/19 REVISIONS: WINDOW/ DOOR SCHEDULE BUILDING PERMIT SET A2.5 A I Lu o�Qc I L O I I I I I I I F.O. FRAME T F.O.. SKULIGHT CURB - 1 1 ' I ---- I — I — I 11 • .i 1�5�yr�•1•�� SKNLIGHT URB = T- ' I I 2A 1 5.1c 5.1c I 'sr b I ----� ---- ----- I I co F� -- -- � .o ^I 1 i I 1 1 I I I i LL rr I I,I JL \ 2 U I A4.1 I I I ----7---------- — —-- I 1 ' I ---- I — I — I 11 • .i 1�5�yr�•1•�� SKNLIGHT URB = T- ' I I 2A 1 5.1c 5.1c rT--- I cV I ----� ---- ----- I I co 51/4% 2" I I I II I I � I I I i i I 1 i I I 1 _�_ACCESS HATCH: I�u� �Il��u��lll• iV C I! I I M I I I tV I M ll N tV 1 A B 3, z Lu :21 re QIne QI "- 5 �lb wwoo O U I j iv I iI it 1 ii o ii ii ii � I 11 II ' II II -------------------- ( II — -- --- -- 1!__ 1 � I � 12":12.11 i 1 I I ' ---r ------ WOVEN HIP, TYP. I i I 18":12" r II I III 1 I I t I I I I 51/4"j2" r—ta L - - - C D J J 3, , Z w ye:�I uj Q I m LL O 43 -6" U I II II �� O II I N II 1 II II I N 1 N4 12"•12" .. .. I bo I o0 ;p. ------ ----�--- ------ Ln ----- I — —� I I I 51 4".12" r:19" I I I I I III j t L---- 2A I I 2A 5.1c 5.1c rT--- I ----------------------- --�— I ----� ---- ----- I II II I I I ' I I ( 51/4% 2" I I I II I I II 1 I — I I I I I i i I I I I I I I I 1 I I I i LL rr I I,I JL \ 2 U I A4.1 I \\ 1 I A4.3 " rrLL I I I I 51/4"j2" r—ta L - - - C D J J 3, , Z w ye:�I uj Q I m LL O 43 -6" U I II II �� O II I N II 1 II II I N 1 N4 12"•12" .. .. I bo I o0 ;p. ------ ----�--- ------ Ln ----- I — —� I I I 51 4".12" r:19" I I I I I III j t F.O.. FRAME r4 co C.L. BEARING WALL— I I I 0 I I o I I I o 1� 1 I A3.2 I 81 I I o = I o � I Ln O I I o C.L. BEARING WALL IN 2 j I i 5.1 5.1 2 00 M /D P4 — TT — ---- TT — — -- -- rT--- E, E II I Irr II II I I I II 11 ( I� ✓ II I I I I _^�� -- �• i i i i i I __ �--- � I I h-- III II I I LJ LJ L I I I 1 LJ LJ I I I I III II I,I JL \ r / I U I,1 II U \\ III I / I �~ I I �w — a 4'-2 7/8" 4'•2 7/ I " 4'-2 7/8" 2 7/8" I --------------- O� — I it t=====___= I I \ / 43 -6" �� ------- I --- I I II \\ F.O. FRAME C.L. NEWEL POST = 0 13'-3 ' 114" I LAYLIGHT / I I I I I I I 43'-6" V.I.F. 18":12" I I I J J \ L II J \ II IIIc / \ it 1 I 2 III i I III III J I I L III --------- - 1 i L _ _______�II 5__ 5.1e J I I ' ill I I I rr , Fi I I I ACCESS HATCH ---_ - 1 --------- I I I I I I I I I 1 �---_— i IN ; I I I I I I -- - - - ' ------ ____ -- ----1 -- —_____ _ ---- —1 — --- --L — --- F.O.. FRAME r4 co C.L. BEARING WALL— I I I 0 I I o I I I o 1� 1 I A3.2 I 81 I I o = I o � I Ln O I I o C.L. BEARING WALL IN 2 j I i 5.1 5.1 2 00 M /D P4 I ' I o EE E E E, E E EO. W cnO U� Q U00 I o M-� i' W U III U p� `=========3 �~ �w —--------------- a 4'-2 7/8" 4'•2 7/ I " 4'-2 7/8" 2 7/8" I --------------- O� — I it t=====___= I I 43 -6" �� ------- I --- I I F.O. FRAME C.L. NEWEL POST = 0 13'-3 ' 114" i 1 16'-1 1/2 I I I C.L. NEWEL POST TO F.O. FRAME- 13'-3 1/4" I I 43'-6" V.I.F. 18":12" I I I 2 I , 5.1a 1 5__ 5.1e --------- I - - - - - - --r---- - -- - - - ' ----- --- I 15 1/4":12" 15 1 /4•:1 2" I 15 114":12" N� 15 1 /4:12" • 15 114:1 " 15 114:112" ' II r -------1------- � -------------------- ---�- . - -� - --- - - -� - - --- - - -- ,_.�., ------ F.O. FRAME --- I I I I I I ii ii � ii ii ii Ln I �! 11 11 it II I I 11 II II II I .— 111 II I I II 11 II 11 II I� I I I I I ill I I I 11 It II 11 tl ;• 11 I II II it II i I I 2 5.1e 1 SCOPE OF WORK -FULL NEW ATTIC ROOF RECONSTRUCTION. I 1 I -FULL NEW ROOF DECK RECONSTRUCTION. I 1 I , -NEW ACCESS STAIR TO ROOF DECK (OPEM STAIR W/ BALUSTRADE). , -NEW CUSTOM SIZE SKYLIGHT. I I I -NEW CUSTOM BOAT DOOR STYLE ACCESS HATCH FROM STAIR TO DECK. I -----I--i I --------- I ----------I—----------- I --C--------------------t--T— I I I ---------------------------I--fi--------- I ---------T----------- I --C-------------------t--�.—.------------------ I 1 43'-6" '3 3 J I J I < ' �LL I 1 1aeFX1 A4.2 A4.1 I oe w I 0 A4.2 A4.1 I w cin co U- OI I �ca I LL U JI U i I OI LL. OI I LL JI U —II U I QI LL ROOF D1ECK PLAN ;1 ROOF PLAN SCALE: 1/4" = V-0" I PROJECT NORTH I to s 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. 00 M /D P4 w0n �l W cnO U� Q U00 U o M-� W U U p� N �~ �w a O� 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. SCALE: 1/4" - V-0" DATE: 01/08/19 REVISIONS: ROOF / ROOF DECK PLAN BUILDING PERMIT SET /D P4 �l Q a a o M-� W U SCALE: 1/4" - V-0" DATE: 01/08/19 REVISIONS: ROOF / ROOF DECK PLAN BUILDING PERMIT SET SCALE: AS NOTED DATE: 01 /08/ 19 REVISIONS: ATTIC FLOOR PLAN BUILDING PERMIT SET A2• G1 G G3 1 1 1 QI I Lu QI O O LL: LL: 33 0" I I I 1 i i I 1 I I I I I I I I I I I I I I I 1 I I SCOPE OF WORK I i -FRONT & BACK PORCH ROOF RECONSTRUCTION. -NEW ROOF OVER KITCHEN, PANTRY, & BATHROOM ADDITIONS. -NEW CONNECTOR ROOF. i -NEW BATHROOM BEHIND GRAND STAIR. -NEW SECONDARY STAIR & LAUNDRY, I I A4.5 ( A4.5 I I I i I I I 1 9'-101 /4" 13'-311/2" 1 9'-10 1/4" --1 — 1 -------- -------- it iI I 1 it I it I it l i i I I II II I I II II I \\` II II i I II I II I I 11 II ----- I OE f ; 1 I II \\\\ I \\ L— II I I ( I I q q—=j I L �-- u — ---tet J �� I--------� I I- --------- / co U -r coco U 00 M 43'-6" V.I.F. 12"1:12" H 00 o0 � � t� 1311/2": H C7 �00 00 u rrl Iv -I Z U M W on W I i I \ \� I 01704.00 R.U. T =__ COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. 9'-4" \ /�`\\ 8" 5'4" / 6.-8" 5'-0" iv d w a o to •� U En h� w ------------ T----\----- --- t r ---r t----__ - 1' II I I .1. ---- ------.— fit-- I OI 8�`\\ REVISIONS: SECOND \\, \\`,\ � BUILDING PERMIT SET \ I O SHOD\\A6 1 —_ \ 11 LIGHT 4� /, I \\ 1 G21 — -- --- aj ./ r—r, — — r 4 A4.5 - , ,. /� SD I I II ii II I IIII II I I G02. 14 I It I g l I l I I IIq I I I I I I i I I I i i I I I I I I I I p I I I I I I I I I I I .IIq I I r I I I I vv ' \\ I - vIE dI ---- --- - I I i II I I I--- II I -�.•�----- I I 11 I-----� 1 I II 11 I I 2C I tl 11 li lu '101 4" I I I 3 A4.5 1 I 1B 5.7b 1 I I I l I wl alCie OI I G1 SECOND FLOOR PLAN C C3 C5 1 A A3.1 I I I I W WI I I I w �I I U 45'-6" O O I 45'•6" I I I 1 I I I I I III I II F.O. FRAME _ FRAME I_—_ -------L --------------------------- J F O _ �- __ ——__ __ _ ____ _ i= I-1 I 3 II I I I I I I; 1 -----� ------------------------- It--- —------------------- �--�-� ----- I I I 1 I I I I II 1 ;O I I 1 it 1�----------------------------- IL —----------- •I'_------------------------- I I I I I I I I I i I F.O r -L--- -------- -- ------ FRAME 1- - ---- - --- - - - - 4A —'-- i I 1 I I I A3.4 III II 1 1 I A4.2 BEDROOM ALIGN 0 STAIR m ---- 3 z ------ — — — — -------- - -- ----- — 5.8 I --------- L O I I I ----- ---- ❑ --- -- ---- --- I r, I L E. oo I A6.5 A2 1� 8":12" 8":12" N I ( 1 203 205 ---}-- - ---- ---F- _F.O. FRAME - - - - ❑ --------- If.l S O HALL I� I III N I I 214 D , 1 F 1 I Fl 1 �+ BAT O05fi i 206 I 1 4 LL 2 47 L• I��, 1 LL �o N I i O 13 BEDROOM 204 GRAND jl f >I 1 Z QI �r7 I Vi QI co U -r coco U 00 M 43'-6" V.I.F. 12"1:12" H 00 o0 � � t� 1311/2": H C7 �00 00 u rrl Iv -I Z U M W on W 7:, 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. iv d w a o to •� U En h� w rv2 i SCALE: AS NOTED 8�`\\ REVISIONS: SECOND FLOOR � BUILDING PERMIT SET —_ \ 1 — -- --- BEDROOM 204 GRAND jl I N >I 1 Z QI �r7 I Vi QI co U -r coco U 00 M 43'-6" V.I.F. 12"1:12" H 00 o0 � � t� 1311/2": I II I I II I — T -- -- - IT— - — - - - - L_-- ---- VERIFY EXISTING FRAMING CONDITIONS I I I RE -USE WALL CAVITY FOR NEW PLUMBINGS. G.C. VERIFY FRAMING CONDITIONS. BAT11ROOM 23 I I BEDROOM 206 L*J SD E I SD I I ----------- ALIGN ----------ALIGN I 2 5 20 I_ _ 1 L E. A6.6 1 O I II OD I iv 11'-0 1/2" ' 207 M � LAUNDRY ALIGN I BEDROOM - O NI.E. 217 213 1 1 50 I 1 A6.6 I y i CLOSET 207 p I M. CLOSET 210 SD - - - - - — I sD I I SD I I I I 100 iMASTER BEDROOM 211 I I I I BEDROOM 1 208 I 1 I I I i 1 F.O. FRAME —_—_—__ C.L. BEARING WAL� -/,/// ----------- --- C.L. BEARING WAL__ L I IF1 1 F1 `mss' I1 I N I I W 82 I MASTER B THROOM ' # I I-81/4" I I 2 2 2'-8 1/ ' N 5'• 1" ALIGN I I RE -USE EXISTING CAVITY AS HVAC CHASE.I\/I 1 D5 i G.C. VERIFY FRAMING CONDITIONS. I I i .N— III M I VERIFY EXISTING FRAMING CONDITIONS ---�-- -- --L-- F.O.FRAME ------ ----- I --5.8 ----- II -- L/ N I I O F.O. FRAME r----- - --- ---- - --- -------------- --- -----.- ------i ----- I 8..:12.. 8..:12" o I I I 7 I I I VIII 1 � I I I I I i i q 5'-9" T-3" I I i I I I I 1 I I L I I M I I I I I 1 1� /2_12" 1 i 1 1% X12"I 1 II I I i t 1 11 I I 1 I I I I I I I I I I I I 1 I I I ( I 1 I I F.O. FRAME i 1 ------------—--------- -------------- — 1 I I 1 C2 _—_—_—_—_ F.O. FRAME F.O. FRAME 1 1'•4 3/4" 1-4 3/4 12'-10 1/4" 1 40'-8 1/2"- 13'-0" /2"13'-0" 43'-6" I JI JI I c� c� Lu1 <LEGEND I I A3.3 U -I I A4.2 umg. A4.1 Ig I LL I TYPE SYMBOL I 14 I I JI JI 1 OI CARBON MONOXIDE CD PROJECT NORTH w U U LL DETECTOR C4 A Al B C D1 D HEAT DETECTOR H® SMOKE DETECTOR SD a �a },r Fal I 'U N y. �r7 I Vi -r 00 M eqO W � H 00 o0 � � t� r lh"M V v H C7 �00 00 u rrl Iv -I Z U M W on W 01704.00 R.U. COPYRIGHTED 2019 IVAN BEREZNICKI ASSOC., INC. d w a o to •� U h� w SCALE: AS NOTED DATE: 01 /08 / 19 REVISIONS: SECOND FLOOR PLAN BUILDING PERMIT SET Gl G G3 C1 C C3 CS 1 A ____________--- ______ Lu w Lu Lu I ZI 1 iii I I I i I QI DI QI QI QI I QI Qi II c=== - -- -- c it U U- U- U U- O J� O O p I OI FRONT ENTRY u: u_ 45'-6" LL " 43'-6" V.I.F. I 16'-6" 16'-6" 8'-4 114' 1 11'-3 1 /2" 1 14'-2" I 11'-8 1 /4" I 11'-0 1 /2" 1 SCOPE OF WORK -NORTH ENTRY PORCH RECONSTRUCTION. -SOUTH SCREEN PORCH RECONSTRUCTION AS (4) SEASON PORCH (DETAIL TBD.). -NEW CONNECTOR TO GARAGE/ WORKSHOP. -NEW KITCHEN/ PANTRY/ BATHROOM. 3 A4.5 I I I I I 9'-10 1/4" 1 6-7 3/4" ------- ------------------ I--- I II I II ;AME --� --- -- --I�----I----�-- I I ;�Iilllln AME _ w� �I O' LL G1 FIRST FLOOR PLAN I I I I I I 3 1 I 4.5 I I I 1A 5.7b I 1 I I I I I I i -------- ----- l II I II FI2, AMS,, O 21 GROSS FLOOR AREA (GFA) CALCULATION I PROPOSED ( Lw ti I D E J FLOOR FLOOR NAME GROSS AREA -- --------------------- i 'iI BASEMENT FLOOR PLAN 1 I V-4 3/4" I `./ 1 T-7 5/8" 6'-0 5/8" 2,613.67 Lu Lu� 13'-0" w1 a WH � ii I SECOND FLOOR PLAN I LL I w I I I I COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. I 1-1 V L 3 1 601.33 ( F.O. FRAME 4 -- O - - — - — - — - - — I - — - - — - — - — - — - - — I 16'-0" `I- 1 F O FRAME ' 1 � --_--_-------- ------------- 1 5'-8" 1 ----- -------------- I — C LL C2 ii I II I I F\ SCALE: AS NOTED ul II I1 I I DATE: 01 /08/ 19 N I n I I BUILDING PERMIT SET A201 N' C.L. POST TO C.L. POST = V-5 1/2" I II li II i - � II ° C.L.IPOST TO F.O. FRAME = 13 /4" I -' C.L. POST TO C.L. POST = 9'-4 1/2" C.L. POST T C. L. POST = 9411/2" C.L. POS TO C. L. PO T = 9'•4 1/2- A4.3 III I I xI I 5.3 I i-x- I 5.3a 7111- I IL -- --------------- ------ I.E. ------ ---- FRAME 1 r'':0,3, I �� 1 A6.4 ol I I I I I \ 1'-4 3/4" I I 1II I I �� I , IIl 16'-0" ' I r2 I 4----- -----I a LAUNDRY A4.5 I \ / I 3I 3 i 1 _ 1 3 I I I \`x', �I O �1 OLEGEND �I �I WI A4.2 �I A4.1 � I1 w TYPE SYMBOL OI -,jl ;�Iilllln AME _ w� �I O' LL G1 FIRST FLOOR PLAN I I I I I I 3 1 I 4.5 I I I 1A 5.7b I 1 I I I I I I i -------- ----- l II I II FI2, AMS,, O 21 11._ _"■ .� � SII I m LSI '1■� i SIM ��ili IIS NIL LIBRARY 102 I GROSS FLOOR AREA (GFA) CALCULATION I PROPOSED ( Lw ti I D E J FLOOR FLOOR NAME GROSS AREA -- --------------------- i 'iI BASEMENT FLOOR PLAN 1 I V-4 3/4" I `./ 1 T-7 5/8" 6'-0 5/8" 2,613.67 Lu Lu� 13'-0" w1 a WH � ii I SECOND FLOOR PLAN I LL I w I I I I COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. I 1-1 V L 3 1 601.33 ( F.O. FRAME 4 -- O - - — - — - — - - — I - — - - — - — - — - — - - — I 16'-0" `I- 1 F O FRAME ' 1 � --_--_-------- ------------- 1 5'-8" 1 ----- -------------- I — C LL C2 ii I II I I SCALE: AS NOTED ul II I1 I I DATE: 01 /08/ 19 N I n I I BUILDING PERMIT SET A201 N' C.L. POST TO C.L. POST = V-5 1/2" I II li II i - � II ° C.L.IPOST TO F.O. FRAME = 13 /4" I -' C.L. POST TO C.L. POST = 9'-4 1/2" C.L. POST T C. L. POST = 9411/2" C.L. POS TO C. L. PO T = 9'•4 1/2- C.L. POST TO C.L. POST = 9'-41 /2"\ III I I I 5.3 I I 5.3a 7111- I IL -- --------------- ------ I.E. ------ ---- FRAME 1 r'':0,3, I �� 1 A6.4 ol I I I I I \ 1'-4 3/4" I I 1II I I �� I , 16'-0" ' I i1 I I a LAUNDRY Q 3I 3 i 1 _ 1 3 I I I �I O �1 OLEGEND �I �I WI A4.2 �I A4.1 � r w TYPE SYMBOL OI -,jl —jl OI OI CARBON MONOXIDE PROJECT NORTH C1 U 5 1/2" Ii ,i I I i i l C Q D 11'-8 1 /4" I ' I I 1111 —_ --- ---------------- ------------------ _ I I I❑ I ----- ------------------- I � SHADED AREA: SHADED SLOPED CEILING I I _► � I II I — 1 1 2 A4.2 I c I ii o 5 ' /4" 62 I I ii I 102 i I �O FRAME - N ri --------- 62 - -- --- - I --- 4A O N i NI � JII —_—_—_- 1 I I ��L II S CURE MIN. 9" FOR CASING i BAT OOM 11 j HALL 101 1 I I I �----------- - --------- j 109 1 I - 0 I.E. 10 I I A6 6 I — - 1 - ------- I A6.4 PASSAGE i V-61 /2 " - --- �p - ------ - ❑,I ( I ! 114 I i II A3.4 -----'- -- I ------------------ a0 1 N I I I to—�"-- I �I II n II u A4.2 r• I I _ ------------------ - ------ ------ I ------ ------ -- I I I r---------- - I SHADED AREA: I SLOPED CEILING ENTRY PORC i I I I PANTRY M I I 104 11._ _"■ .� � SII I m LSI '1■� i SIM ��ili IIS NIL LIBRARY 102 I n n n AEin F.O. 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I A6.3 108 / \ I III 1 I I 1 2 D IIS zt" /t9 t/z" I1 I — — — --------'1 I 14'/51/2" 14"151/2" II 1 __ Lj I r I 0 / \\ --- ----------- ® ® F. . FRAME ------- ----- ---1 - - AB AA AB - — - — - — - — - — - — - - — - ___'] I 3 3 D4 D4 D4En i I I M I I u II I -- — I -- ------------------ I � '---- -------------------- ----------------- 3'-4" '-4.. I T-91/2" I 4'-101/2" 4'-101/2" 1 5'-91/2" 1 4.-0" I I 91-91 I T-1" I PORCH 113 `vv I iil / v II I I 9'-1 1/2" J �i 01 O' LL G3 C1 GROSS FLOOR AREA (GFA) CALCULATION I PROPOSED ( Lw ti I D E J FLOOR FLOOR NAME GROSS AREA -- --------------------- 31 0 BASEMENT FLOOR PLAN 5,521.91 I V-4 3/4" I `./ 1 FIRST FLOOR PLAN 2,613.67 Lu Lu� 13'-0" w1 a WH � ii 2 SECOND FLOOR PLAN 3,828.85 LL I w I 45'-6" I COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. V L 3 ATTIC FLOOR PLAN 601.33 O O �I I :I < LL 16'-0" `I- 1 LL 1 � LL 1 5'-8" 1 12,565.76 sq ft 6'-0 3/4" O' C LL C2 ii lJLL C4 2 I SCALE: AS NOTED ul II I1 I I DATE: 01 /08/ 19 5.1 REVISIONS: I FIRST FLOOR I n n n AEin F.O. FRAME _ I 14"/51/2" 1/2"117" 14"/51/2"L I I I I RE -USE WALL CAVITY FOR NEW PLUMBINGS. G.C. VERIFY FRAMING CONDITIONS. I I I ( I I ( I I I FOYER PARLOR ED):, I 103 1 I 1 .J 1 2 I5.1 SIMILAR I I I _ I ] _—_—_—_—_—_ _—_—_-1 C.L. BEARING WAL� O® i I � I I 1 3/4„ 2.-5.. TT I I ' I A3.2 II MUSIC ROOM ' 1 104 I DI I A4.2 1 I I > I p I I Ln ( �I I G� I I c —_ _—_—_---_ _ _—_ C.L. BEARINGWAL 1A — — v 1C 5.8- 91 G11 1 \\ % 107 ---- --- II -- ---- -106 --- ---- —I--- -�- - - --- - - - -- -- -- - I I � I 5.1 SIMILAR I i 1I / I 109 I I I 1 30” COL. NI.E. I I I \ / I REF. 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FRAME 1A--- � � � -- --------------------- U U��' V-4 3/4" 1 `./ , 13'-71/2" 1 13'-0" T a WH � 01704.00 45'-6" I COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. V L w) wl u �I :I < A 1 LL 1 � LL 1 5'-8" 1 O' 6'-0 3/4" O' C LL C2 lJLL C4 u w c, J• HEAT DETECTOR H® Lw ti SMOKE DETECTOR SD 00 M_ N O W u w � � � U00 00 U U��' `./ v U 0-11 �w a WH � 01704.00 R.U. COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. V L H tn co 13/4" A U � 1 5'-8" 1 6'-0 3/4" 5'-8" SCALE: AS NOTED DATE: 01 /08/ 19 REVISIONS: FIRST FLOOR PLAN BUILDING PERMIT SET A201 N' C.L. POST TO C.L. POST = V-5 1/2" C.L. POST TO C.L. POST - V5 1/2" li II - � II ° C.L.IPOST TO F.O. FRAME = 13 /4" I -' C.L. POST TO C.L. POST = 9'-4 1/2" C.L. POST T C. L. POST = 9411/2" C.L. POS TO C. L. PO T = 9'•4 1/2- C.L. POST TO C.L. POST = 9'-41 /2"\ III I I I FRAME ol I I I I I \ 1'-4 3/4" I I 43'-6" (V.I. F. 16'-0" ' JI JI I a Q 3I 3 �I O �1 OLEGEND �I �I WI A4.2 �I A4.1 � r w TYPE SYMBOL OI -,jl —jl OI OI CARBON MONOXIDE PROJECT NORTH C1 U Ii ,i DETECTOR Al B C D1 D w c, J• HEAT DETECTOR H® Lw ti SMOKE DETECTOR SD 00 M_ N O W w c, J• L . `.f Lw ti d Cbl��'b 00 M_ N O W u w � � � U00 00 U U��' `./ v U 0-11 �w a WH � 01704.00 R.U. COPYRIGHTED 2019 (VAN BEREZNICKI ASSOC., INC. V L H A U � W SCALE: AS NOTED DATE: 01 /08/ 19 REVISIONS: FIRST FLOOR PLAN BUILDING PERMIT SET A201