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HomeMy WebLinkAbout47458-Z DAA rim DiGiovanni & Associates Architects 12D.GG' 26 preston avenue 12 "_' sea cliff, ny 11579 ROOF CON5TRUCTION: q v (516) 671 - 3624 ASPHALT 5HINGLE5 or STANDING SEAM (SEE ELEVATION) fax(516) 759-7138 over 15 # FELT on 5/8 GDX PLYWOOP SHEATHING over il 2"x ROOF RAFTERS 0 16" O.G. (SEE PLAN) WR - 2" x b" COLLAR TIES / '-0' 38 BATT INSUL B I/2" GYP BD (SLOPED GLGS ONLY) 32 o/C (TYP) GMP051TE TRIM 4 24 -21-120 EAVE CONSTRUCTION 12 FASCIA $ FREEZE Bp. � PROP05CD t,, � ��REDq 1x8 COMPOSITE FASCIA BD (BACK PRIMED) (TYP.) o GARAGE PROVIDE ALUM LEADERS and GUTTERS 15-4 5Y ry/ (DRY) �o I _\ I X 50r-FIT with CLO HT = +I5'-6' 2 CONTINUOUS SOFFIT VENTS (SEE DETAIL) 4 PLATE HT. ® DORMER 1O'-4" LINE OF SLOPED CLO — TO PLATE = +17'-O" CEILING GON5TRUCTION R-38 BATT — BEYOND (TYP) IN5ULJ o 18169 2 x CEILING JOISTS IS I6 o% (SEE PLAN) 2' _ of with 12" BATT INSUL (R- 38) and FLU5H BEAM (TYP) o 1/2" GYP BD FINISH PROVIDE 3/4" PLYWOOD GORNCR SUB-FLOOR AS DIRECTED REG ROOM ALUM FLASHING (TYP o B05(TYP) , �'o, 15 51J r D EXTERIOR WALL GON5TRU(,TION: all WALL ROOF — I JUNCTIONS) OHP051TE BOARD s R 12/28/21 FOR PERMIT GEMENTITIOUS SIDING OR BOARD and BATTEN 12 g BATTEN (TYP) `� , "O11 ,0 ?�:6, SIDING - (SEE ELEVATION5) ON TYVEK HOUSE 4 • WRAP OVER 1/2" COX PLYWOOD SHEATHING ON 2nd Floor EL. +10'-0" 2" x E" WOOD STUDS ® 16" o/c WITH R-11 BATT - PROPOSED 40' X 20' FUTUR POOL INSULATION and I/2" GYB BD T.O. PLATE EL. +q'-O° TO BE FILED UNDER SEPA ATE APPLICATION INTERIOR WALL GON5TRUGTION: 121-0" 2x4 WOOD STUDS 0 16" O.G. with 1/2" GYP BD BOTH SIDES COMPOSITE BEAD WGDD BEAM CLAD IN PROVIDE ACOUSTIC BATT. IN5UL. GREAT ROOM BOARD 61-67 (TYP) o COMP051TE TRIM (TYP) ' BATHROOMS 6 BEDROOMS i'OYER v FLOOR GON5TRUGTION 3/4" T $ G PLYWOOD 5UB-FLR GLUED and SCREWED TO 21'-4"' FLOOR JOIST 1st fL00R EL. +0'-0° 14'-O" ± rv� �v 120'-0" CLEAR �/ III=III III_III_�f TIT_III _ � 1= —III (2)2" X 6" TREATED R-25 BATT 11=1 I M I1 El I I—I I =1 I I—I I III-1 I FEd _ — 2 5TORY SINGLE —1 I I—q_.-;_:.- I I—I I-111=111=111—I I I—III—III—I WOOD SILL I1=1 I I-111=L I I Tff =1J=ll I I =�I T�= FAMILY DWELLING =1 1=111=L 11=71=1 fi=—�1=T(=-11T IN5UL I I 11=1I 1=1I 1=111-11 11 I I1=1 I1=1 I—III—I I1=1 1=1 11=1 11=1 11=1 11=1 I I—III—I 11=1 =1 11=1 11=L-�M-1 I I 1=�1=1 I II 1�=]7--71 III—III—III—III= =III=11 I III—III—III—III—III—III III=III.- I_III III PROPOSED / L, _ _ _ IIT=I I I=I 17H a=I 1 I=I I FE , I I IL1 1 H/G RAMP ro 111=111= I IEE 1=1 I I-1 11—I 11—III-1 STEEL BEAM and o -I I I-111=1LI=III=1=III= COL (TYP) I 1=111-111=I I I-111-111-111 11=111:6 I—I I I—III -OUNDATION GON15TRUCTION I-1 1=1 I I-1 11-111=111=1 11=1 11=1 I 17f---1T1---1 11=1=1 I I--JAI_= I =1I 1=I i I L=1 I I 6-1, I—I 11=1 I I-1 I I-1 11=1 I I—I 11=1 I I I I—I 11-111=1 11—I I I-1 I I—I I I 11 I-111-1 1-111-1 10" REINF GONG (WITH # 4 a 12" o/C EACH WAY) I I=III=III—III=III—III—III=I I I I 1=1 I i-1 I =T=T=TI I-1 I —ITI- I1 : ---1 ' p ON 10" x I'-8" GONG FOOTING WITH (3) #5 CONT 11=111=111-111 1 —111—III 111—_I II=1 1=III ' L=11 I=-I 11=1 11=1 11=1 11=1 I I BOTTOM, PROVIDE MEMBRAE DAMPPROOFING 111—III=111=111=111=11 I= 1 _ _ _ PROPOSE -- 1 1-11 —I I I=1I I-1 I I—III=1 I I 111=111-1 1=1 I f OPEN PORCH WITH 1 1/2" FOAM PROTECTION BD and 4" CONK _—��� � —�I�I 1�1---�---I 11=L=I 11—I 11—I 1 =11 T r -J1-I I-L-J I-�= �= SLAB ON b MIL POLY VB WITH b x b 10/I0 W1NM I I=11 I=L=1�L I 1=� 1��= I CELLAR SLAB EL. -lo'-o"II-IIf-III-III-III III-I 11=1 I I-III-I I _ I I-I I1=1 11=1 11=1 11=1 I I-111=1T_I-1 I I-1 11=1 I I-1 11=1 11=1 I1=1 I I-1 I I-1 I I-1T-1 I I-1 11=1 11=1 11=1 11=1 11=1 _ I I I=1 I I-1I 1=1 I I-1 I1=1I I II I=1 I I �°� 1Tf=1 I I-III-I I_I=L=1 11=1J�7I--I 1=1 I f=1l-f--111= �1=�1=1 I I-III-III-IIf- - =1TI=Tf=1 I I-III-III-III-III-I 11= 11=Ti 1=T=1�f_-III-III-I 11=1 11=1 11=1 I I-III- =J 1=1 I I-III-I f PARKING FOR ' 3 GARS y 3 BUILDINO SECTION A 1/4" = I'-o.. ,a SEcr q8 BLOCK 01 ro_Daa 14' o LOT 011.1 O ! l o eJAN 2-0 .- a 13.56' L =PT Tobi' _13 r � EVI51oH5 ROOF 3" VTR 5 VTR T _5" VTR ZONING ANALY515 PING TREE ROAD,GUTGHOOUC,NY ���� �'� PROPERTY OF THE ARTHESE PLANS ARE AN HITE�GTE,II�R N�NT OF MfJTS E E l�Ll ARE THE SGTM# I000 o9a 01 011.1 � � PROSECUTED. Tt ZONE RE5IDENCE R-40 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND REQUIRED PROVIDED DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT V2 AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR t% Wg 2,1 ty LOT AREA 40,000 22251EXISTING NEGLECT ON HIS PART. �----- 3" SOIL STACK (TYP) G MASH. I MIN.LOT WIDTH 120 f SECOND FLOOR 5H WER FRONT YARD 50' b0'-0" f 51DE YARD 15 min' 15'-1" d 21'-111, �4 2' AGGREGATE SIDE YARD 35'min 43'-01, 2 SITE PLAN K o S MYNKA 4114" �_ J REAR YARD.4 2 50' 1I° -D 1/16° = I'-O" 211 ` 2„ P21135' 30' RESIDENCE --? MAX HT. ?KIT. T 2 lis ly" SINK MAX LOT COVER 10% (4411 sf) 15.3 (3,423 af) y�g 2 D WGG MAAS . 1900 Pine Tree Road WA5 4„ �— FIRST FLOOR Ir 5H e AF-R, NY BUILDING AREAS 15t FLOOR = 1,581 5f 2 2nd FLOOR = 1.482 0 2 2 4' �� 4 2'4 TOTAL EXISTING= 3,063 5f 01 4" TO APPROVE`.D 4 4" EHGI " 411 411 411 LOT COVERAGE ITE PLAN, SE" T I ON SEPTIC SYSTEM BUILDING �I���' �®}� Iy I�� PORCH And RAMP= 461 I GARAGE = 516 FUTURE POOL = 800 TOTAL = 3,423 sf 3FLUMBINO RISER DIACRAM nts i �� DATE - A1m001 A5 NOTED p SG ALE I OF a DRAWN BY CHECKED BY DD 11 El 01 DAA 21'-4" 15'-0" IQ'-0° D i G i ova n n i & IFA 41_10" 4 ; Associates 'IfFOUNDATION NOTES Architects 3'-4" I. ALL FOOTIN05 ARE TO REST ON SOIL HAVING A MIN. SAFE BEARIN5 CAPACITY OF 2 TONS PER 50UARE FOOT. TO WALL 2. 150LATE0 FOOTINGS SHALL BE LOWERED OR RAISED, AND PIERS SHALL BE ADDED, REDUCED OR INCREASED IN EL. -1'-3" — — — — — — HEIGHT, ALL AS APPROVED BY THE ENGINEER, WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER 26 preston avenue OR HIGHER ELEVATION THAN SHOWN ON THE PLANS. sea Cliff, ny 11579 p TO WALL TO LL 3. BAGKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE PONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT (516) 671 - 3624 EL. -1'-3" — — — EL. -I-3 -, STRENGTH AND WALL5 ARE PROPERLY SHORED OR BRACED, fax(516) 759-7138 (2) 1%` x II 1/4" L FLUSH _I_ _ — — — — —�— _ _ _ Ilk 4. EDGI=5 OF FOOTINC75 SHALL NOT BE PLACED AT A GREATER THAN I(VERTIGAL) TO 2 (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. L— �— � � 10" POURED GONG. � � � — — — STEP FTG DOWN TO NALL FOUNDATION ON I'-S" x 10" `�' V-D" BELOW LOWER 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS. b. THE DESIGN OF THE FOUNDATION IS -21-L20 i_--RED �\ m _ (2)2" x 12" I = _ = LANDING ® 1:2 MAX BASED ON 501E INVESTIGATION. G�5 Dt GONG. FOOTING (TYP) I � � U '-' FLUSH TYP) �' �0 N. �'�o STORAGE _ _ LU .e I o a� 92. �- "�, i i 14'-0" X _Q CONCRETE NOTES z ~ I ® TOP OF SLAB - - _ 0 � : , 6 Q I r LL o EL -10'-0" (TYP) X x o `D z � X11 -� cv o I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (AGI) 518-2011. 7fi169 H �+ v i� _ r - = 4"� STEEL COL. ON zz � Q o ' �, Foy V X I - - O en 2 ALL CONCRETE, EXCEPT AS SPECIFICALLY NOTED ON PLANS, SHALL BE LIGHT WEIGHT OR STONE CONCRETE NE'N I z I X 3'-0" x 3'-0" X 1'-6" m_ civ N 2'-0" x 2'-O" X I'-O" O X O n! PROVIDE b" PIT A5 REQ'D DEEP GONG. FOOTING Q Q ► ® METAL HANDRAIL HAVIN5AN ULTIMATE COMPRESSIVE STRENGTH A5 LISTED BELOW: DEEP GONG. FOOTING _ W/(3) 04 EA. WAY BOTT. ry 'v 2'-10" ABOVE TREAD FOUNDATION PIERS, FOUNDATION MAT. 4000 P5I NORMAL WEIGHT PER ELEVATOR MANUF. , .�, .� , .� W/(5) #4 EA WAY BDTT -FOOTINGS, TO BE DETERMINED (2) 2" x 12" (TYP) o a NOSING(TYP) x W/b" MIN. GONG. SLAB M %U5H `T " Q -BUTTRESSED AND FOUNDATION WALL5 4500 P51 NORMAL WEIGHT 1 5 5•U E D _ n W/ 04 @ 12" 0/G EA. WAY - 4" �v -� I -SLAB ON GROUND 4000 P5I NORMAL WEIGHT 12/28/21 FOR PERMIT UP 14R _ xCli FUCOL4i, 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS, UNLE55 OTHERWISE SHOWN OR SPECIFIED, SHALL BE 71 P a? DEFORMED IN ACCORDANCE WITH A5TM-A615, GRADE b0 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 r - - - r EL LOOR DRAIN TO - WlOxlq WIOxI�f WlOxlq WlOxlq P51. "` _ _ _ _ _ "� _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ - D p 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615 3'-4" _ I 't 'f' 4'-0" (P x 4'-O" MIN I L - I - - J EE DRY WELL GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. L J- - - 4"0 5TEEL COL. ON BEAM POCKET BEAM POCKET ® " " ' " " 3-8„ 8„ 5. WELDED WIRE FABRIG SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 10,000 P51. EL. _2'_1" STEEL COL. ON - - - 0 3-0 x 3-0 X I-b DEEP 0 EL. -2-I 0 2'-0" x 2'-O" X 1'-0" - GONG. FOOTING W/(5) #4 o TV 6. MINIMUM REINFORCEMENT PROTECTION, UNLE55 OTHERWISE SHOWN, SHALL BE 3/4" FOR SLABS AND INTERIOR DEEP GONG. FOOTING `�' - w EA. WAY BDTT. (TYP) X o FACES OF WALL5, 1-1/2" FOR BEAMS AND GIRDERS, 2" FOR EXTERIOR FACES OF WALLS, 3" FOR FOOTIN05 AND O W/(3) 94 EA WAY BOTT ® o OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POUREP UNTIL THE REQUIRED II I I I TO WALL Z a r \ QL ry. I PRELIMINARY TEST (PER NYCBG) HAVE BEEN MADE AND APPROVED. HARDWIRED COMBINATION r" X 3 7. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION JOINTS, SUCH AS DAYS END POUR JOINTS, SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN SMOKE DETECTOR/( m d m cv REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXPOSE AGGREGATE FOR L I I I MONOXIDE DETECTOR N p I CHEMICAL BOND. NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, I/2"THICK, NOT MORE THAN 5 MINUTES (TYP) 50/GM 3'b - o I BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. L I I I b. ALL OPENINC75 IN FOUNDATION WALLS,UNLE55 OTHERWI5E 5HOWN, SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL �1 4"�h STEEL CDL. ON � PROVIDE %e" TYPE "X" I • I 2'-0" x 2'-0" X 1'-0" Up _ LOCATE BEAM® GYP BD. BOTH SIDES I SIDES AND SHALL EXTEND 2'-b" BEYOND EDGES OF OPENINGS. 0° DEEP GONG. FOOTING 16R d CENTER LINE OF OF WALL t CEILING TO WALL W/ 4 #4 EA. WAY BDTT. `r - WALL ABOVE (TYP) Q. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, "' 12 q. ( 2'0 SLEEVES, OPENINGS, INSERT5, ETC. A5 REQUIRED FOR A GONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS • ( 1 L L. -I'-3" (TYP) — — — — — / Fy+�� NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. (2) 1%` x 11 1/4" ML FLU5H I I 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED GHAIR5 PER AGI CODE. ® ❑ 11. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL PROVIDE I" x 4" 1"f EGH. R00M 5D/CIM (LATEST EDITION). I I I I ON FLAT FURRING I I I 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE ___\.. �- - - - UNEXCAVATED W/GYP. BD TH15 PROVIDE 3Y"BATT INSUL. SECURELY WIRED TOGETHER, IN ACCORDANCE WITH OR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). o I I F WALL @ 5TAIR 4 I I IN BOILER ROOM WALL5 I IF UNEXCAVATED 8° LANDING I ROIL BATT I M 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLE55 A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE I IO" IN BOILER ROOM I I o I CEILING (TYP) SLUMP OF WATER-REDUGIN5 ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH _ TO WALL I RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8" ( 1� 14. CONCRETE EXP05ED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT. WALL HEIGHT VARIES TO BE DETERMINED (TYP ® PORCH and rr RAMP) 3'-4" 3'-0" I6'-3" 5-0" b'-b" 09 3'-0" 4'-5" f 01 311-6" 55'-4" T/Ist FLOOR FACE OF BLD". EL. 0'-0" I CELLAR PLAN3 %8" dia AB X 12" LG a 46" -O #3 EDGE BAR CONT. # EDGE Or, and I'-O" FROM BAR CORNERS (TYP) CONT. R E V 1 5 I O N S L2x2xl/4" TO BE ' WELDED EACH SIDE - =LI-1 I 1=1 I TO WALL VARIES THESE PLANS ARE AN INSTRUMENT OF SERVICE AHD ARE THE COF BEAM WEB ''- SEE PLAN PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE 1�I II I-I I�Z -LL� lI I III IEI I PROSEWTED. COMPOBEYOND 15' RAILING GR NON-SHRINK 'KET ,r CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND BEYOND 3-0 ABOVE GROUT 4 BEAM POGCONG. _I I AND G�1AON IAND TY OF5HkL BE NO ALLOV51BLE S�FIELD FIT MADE GRADE (TYP) \ TO BE SELECTED FOUNDATION ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 'F , o• � DAMP PROOFING NEaEGT ON HIS PART. - 3'-b" 13T® 10" = 10-I0" 3'-8" Q \`/�; 1 111111111111 nil 11111[ �,\i,\``i,\, � � • KOSMYNKA T.O. LANDING EL -Z-O"! TYP SAL STEEL SAM SUS® fi %\,%,%,�, GRADE TYP �\\\/\\,\ w = LINE OF M TAL - - - - +� ®NSR fi WALL GONG. SLAB ON GRADE �v/�j//A loll . GRADE (TYP) o - - - ��RAILING B POND i OVER CRUSHED STONE W/ • i\\\i,\\i,\\�,\\�,� II- III III- „ I I =III=Ii �r-1 W 2.1 X W 2.1 WWM OVER K%\<%%%\�%\�fi #4 12" HDRIZ. RESIDENCE 1-#5 NOSING - ® 2-10 A OVE TREAD I I -J=1 I 1 10 III III—III—II I-11I- b MIL. POLY VB (TYP.) 4 o II— IBAR (TYP)—I I w N051N0 (TYP) m � .I I 1=1.L=�L=T1�----I I � �I �_I=1 11=1 11=1 •� �� � VERT. � III—III—III—I Lf—�II � I I� I I I=1 11=1 11=1 11- .� �\\�\�\\% -1 U-1 i I-1 i I�=1 I•, 111=1 i 1=1 i 1- 24� \,��`;\�`;\\,��,��`.�;�\; 1940 Pine Tree Road 1=1 I I=1 11=1 11 -m. =1 11=1 11=1 �,� %�%% �� % °, TO MACH HORIZ. _ _ , \,,c,, . .. I , Ctcho ue NY =111—I I1=1I I- I I—I I1=111=111=1I I I I1=1I I—III - HALL RE1Nr 4-o MIN. �,��,\�,\�,\�,\\, ,�,\, g. I =1 1=1 \,�\,� !0\i/\\,� . `i'` `ii\` g '`%'` i\`i '``i GRAVEL I I(TYP) I- 1=T_=I I=11 = I= - - III I IGELLAf2 EL. -10'-0" %•�i,\!r,\!r.\ �i,i%�%i�i• •�i,.ii iii �i, ^. - (TYP} I'-8" 4" cp FOUNDATION DRAINS - PERORATE T/CELLAR SLAB ������ � � I-III-1 1=1 11-11 1=1 LANDING EL. -10-b PIPE WITH FILTER FABRIG 4 SCT IN a . GRAVEL #4 a 16 0/G EL. -10 O -- -- � I=I 11 I I1 I II I I 111�_ I IHI ISI 111 I1 I I 1 11 1�11 0 GONNE`.GT TO DRYWE:LL - SET LOW •• L_15 11=+1 1= T 1�_=1 I = I I/2 "D" (TYP.- SEE CELLAR SITE PLAN) (3) #5 CONT e 4 y _ -I �,��I�I-I "'I I o ESOTT./WALL FTG. STEPPED FOOTING -,I I 1=1 I 1=111= 1=11'1=TT III= SEE PLAN ' ' •+ =!I o 12 MAX TO 3'-0" MIN. r-,, - BELOW LANDING (TYP) w FLOOR DRAIN TO WALL FTG. REINF, Aml 00 4'-0" 0 x 4'-0" MIN I'-8" DAT E PEEP DRY WELL A5 NOTED EXTERIOR STAIR SECTION 3 FOUNDATION DETAIL 4 FOUNDATION WALL DETAIL FOUNDATION DETAIL SCALE DRA�B2 OF 8 1/2" = I'-O" A-I 1/2" = I'-O" A-I 1/2" = 1'-0" CHECKED BY DD DAA DiGiovanni & Associates Architects I d 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 12'-b" b'b" fax(516) 759-7138 COMPOSITE RAILING 0 3'-0" 21-120 ABOVE GRADE AND HANDRAIL �G���R�F 1'-0110Ha 2'-10" ABOVE TREAD b4-II p,DIOL 41-1011 C ® NOSING (TYP) 8 O 151-41115-D Iq O n�� �• nit= ON (2) 13/4" x II 1/4" ML FLUSH fill B' ISI= III S I �I= I=I MMM= I = I . rg1�i� " 11114 6 W/D ON 1'.b°ILZ L ZEN L v `� 13'-4" 13'-11" .0 8� 212'-0" 15 5 dJ E D Of 3R MUD DOM � Tv - v HARDWIRED COMBINATION % I GL o ry AREA A 12/28/21 FOR PERMIT IN n, N _ o SMOKE DETECTOR/CARBON211o :p - 36 x 84 MONOXIDE DETECTOR 4_oi x 12 F.J. ® I6 O.C. - 10 o (TYP.) FUTURE I E.F. I GREAT ROOM ELEy I BEDROOM a K, - 315 s /ft I P05T TO BEAM 165 5g/ft - AREA B AREA G AREA D ON I x 38.72 glass BELOW (TYP.) 31.35 g1as5 cv 3 Q POWDER 4 I 24.36 vent e+� 17.07 vent o o IS ROOM I KITCHEN _0�_ T.0 Ist FLOOR a I I '� M -NOTE: HARDWIRED SMOKE "' m DATUM EL +0'-0" K I I© /CM I � DOUBLE FRAME OETEGTOR (TYP.) >s I O m Q i i v AROUND ELE/. SD - D _ OPENING 32 x 84 6j r■ I I6R (TYP) 30 x 84 4'-1"7 8'-D" -� 6 S I I ON I S I MM I � I MM I S I� I� I NO I t I� I ON I=I � I I= 1!•I s i i POCKET FUDR OH (3)1 34 x II with (2)� x 11 FLITCH PLATE or W 10 X 31 (FLU5H) 150 ZL 3" dia 5TL COL TO 32 x 84 CFM 3" dia 5T COTO BEAM BELO (TYP) E F p BEAM BE ON( P) '� b AREAE _ NOTE: • m "' J DOUBLE FRAMIN AROUND 31.611 a n p STAIR OPENING LUSH (TYP) -0" IN. " m Q N 2 x GJ I6 - o - -ROLL IN FIBERGLASS 4'-8" 5'-4" " • - = v 4'-45HOWER - FLUSH W/ L� FLOOR - COORDINATE ox - DI IN6 ROOM SHOWER HEAD e CONTROLS trzi nNL 156 %[/ft N 1 - - - - - - - - - -- o W/OWNER (TYP) m 1.35 lass �o ZQ cy (,L 31'-6" 15'-10" N - g I + m >� o n M EL JI'-10" 1'1.0'! vent �`+ I GL 8F TOYER 5D11 �o 55-4 21 I 11 LOL, b, .� 12'-0" � . llP 3' 611 O 14'-10" 2'-0" _ (3)2 x I GL 11: I6R � 0� � "' 3 T� lo" : I'-8" t^ �BEARING WALL (TYP) with TRI (TY ) (3)2" x 10" HDR(TYP) I m ��FRAME ALL LANDINGS AREA GALGULATI ON 15t FLOOR �r 1!•I I I I!• I = with 2" x 6" FJ 16" o/c o L O �+ o A 8'-0" x 12'-4" - 44 sq/ft BEDROOM ' v o 180 sqf t N B 13'-4" x 28'-0" 313 sc[/f t I'-O" Q PAVERS A5 SELECTED OVER GONG SLAB ON RAMP and POR H (TYP) _ 31.35 glass '- " G IS D x 30 0 = 450 51/ft OH 11.01 vent D Iq'-O" x 28'-O" - 532 sq/ft o P o _ © COVERED PORCH E 15'-10" x a'-0" = 12-1 sq/ft X RAMP ( EL +0'-0" v 3ON1:12 2" x 12" F.J. 0 Ib" O,G. TOTAL = 1581 sc�/ft m max x x m (3)2" x IC GLAD n JZ (3)2" x 10" GLAD with TRIM(TYP) with TRI (TYP) I j,, I I I =i tl � I=I �l!•fl I ON K(3)2" x GLAD F 1 RaT FLOOR AREA PLAN o — with TRIM (TYP) D A-2 1581 sd/ft I/8"=1'-O" I'-O" EL 10" OH qI1 1_/-11 I1'-q" 11.611 SI oI1 11_611 51_211 3'-411 4'_811 11.0" 13'-10" V 10'-8" REV 151 0N5 � r d THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEFSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE61LECT ON HIS PART. FIRST RST FLOOR PLAN A_2 RESIDENCE 1900 Pine Tree Road Ctchogue, NY FIRST FLOOR PLAN 12/28/21AM DATE i A- ml 0 A5 NOTED 8n 5CALE 3 or- DRAWN BY J1VB CHECKED BY DD DAA Q DiGiovanni & 411-411 Associates 13'4" 15'-0" I1'-0" Architects IF ell 26 preston avenue 11-0" sea cliff, ny 11579 LINE OF WALLOH OH (516) 671 - 3624 b4'-11° fax(516) 759-7138 BELOW (TYP) IO" I'-0" 5'-0" 13'-4" 15'-0" - o = — — Q D - - (3)2" x 10" DR(TYP)IIITI D Q �---LINE OF SLOPED (3)2" x 10" HDR (TYP) I CEILING(TYP) I i i N _ w 13'-4" 14' o" m /� 4'-o" ' " 12'-011 1 1 1 AI ri 1z 1 GL 5-4 41-011 I �� OH o �+ Ell - FUTURE I + U/C LINE OF 5HED r� H.ARDHIRED GOMBINA,ION //U EY b LINE OF 5HED - wllii� �' L�y I P05T TO BEAM 150 sq,/ft '� 1 DORMER (TYP) Q � � Q 112/2,5/21 FOR PERMIT DORMER (TYP) SMOKL LTEGTOR/G RBox I AREA D AREA A AREA B x BELOH (TYP.) 31.35 glass O `~ ry MONOXI E DETECT ��` IIDI vent I 00M - (TYP.) �+ 2" x 12" G.1@ 16" O.G. NOTE: PROVI E ATTIC ACCESS 0QD A5 DIR GTED REC., RI 1 -NOTE: �''�ARDHIRED SMOKE X 1 1 d DOUBLE FRAME DETECTOR (TYP.) I "' ebb ea/ft 5D/GM `t AROUND ELtV. 5D g1.11 glass o N, < I I 53.65 vert DN OPENING32 x ao o iy N I6R (TYP.) 30 x 80 I `� J —I ISI I=J✓tl1 ' = I I LSI = L t-I _ _ _ (2)I 4" x II 4"with 3/4" x II" FLITCH PLATE or H 10 X 33 (FLUSH) GET12� F1 5 3" dia 5T COL TO ZL 3" dia 5TL COL TO — 32 x SO GF BE-AM27'-411 AM BE ON(TYP) 3_b E.F. AREA G Q b BEAM BE ON (TYP) L.0 lip II _ - zo m O �j ATTIC GGE55 �—o I I " ROLL IN FIBERGLA55 m LINE OF 5HED o PULL D NN STAIR I -O" N. 3'-6" I SNORER - FLUSH H/ DORMER (TYP) LOCATI ON A5 —, _ d? ® DIREG D (VIF) 0 0 1 FLOOR - COORDINATE u, 1 C� I 5HOHER HEAD II: GONTROL5 d�i — I'-61° H/ONNER (TYP) S'-0" 31'-611 15'-1011 - x —Q • 10'-4" X 10'-4" m C-40� 551_411 4j0} �+ 'JibI b'-0" 51-6" O 14'1 2,?0. 11 Hill en (3)2" x 10" HDR (TYP) BEARING HALL (TYP) AREA GALGULATION 2nd FLOOR (3)211 x 10n HDR (TYP) I LINE OF 5LO'ED--1 0 H i CEILING (TYP) o B Ig'-0" x.25'-O" 532 s�/ft D 15'_�11 X 11 313 2'7 SC[/Ft OH 1 150 qft 1 I TOTAL = 1,452 say/Ft 31.35 lass 1 Q 1 11.01 vent 211 x 1211 c.� I6" O.C. 1 1 SECOND FLOOR AREA PLAN A-3 1,482 sra/ft I/8"=I'_O" (3)2" x 10" HDR(TYP) I 1'-o'1 OH OH 11-011 131-1111 101411 l'-II" 1'•1111 01 01 81-011 31'-b" 151-1011 Ir 41'-411 STANDING SEAM LINE OF 5HED LINE OF HALL DORMER BELOH BELON (TYP) -o METAL ROOF (TYP) I'-0" (TYP) 11_411 )<7 11-411 off all 51.411 5"OH o o OH p o „0 5'-411 11 OH 0o OH 0 HTT oo RE' V1510N5 z o o THESE PLANS ARE AN IN15TRWENT OF SERVICE AND ARE THE rl t PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PRO5ECUTED. CONTRACTOR 5HALL VERIFY ALL FIELD CONDITION5 AND OH DHE%IONS AND 5NALL BE RESPONSIBLE FOR FIELD FIT 2 SECONDFLOOR FLAN 11 11 11 IF 1 11 11 1 111 IF 111?11 111TI, IF IfIf ILILLL]L AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE 11 11 T1 11 IIFFII 1ITMr1I[I IT1111111111 FIT -11 -O" ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR If NEGLECT ON HI5 PART. Jill 111111 111111 till 11[Ill I 0 o LINE OF HALL 11 BELON(TYP) Ill it It IIIII Im 11 IIITII 111111 111111 111111 Ill[it IIIIII im it 1111111 1-Will 1111 R It I KOSMYNKA Ill Hill qAy till Ill 111111 Jill 11 111111 Ill1'_b" RESIDENCE Lim Ill It 111111 111111 111111 OH 1904 Pine Tree Road GH Ctcho ue, NY 00 1 ilill 1111111,11. 11 .1 � g J CRICKET 2nd tl OOF, PLAN A LINE OF 5HED I j� DORMER BCLOH i (TYP) 11- 0 STANDING,5EAM 1409 IOH 0 METAL ROOF (TYP) ASPHALT 5HINGLE5(TYP) 12/28/21 02 DATE ROOF PLAN A5 NOTED 3 5GALE 4 OF 8 A-3 1/811 = I1_OII DRAWN BY m CHEGGED BY DD ASPHALT SHINGLES (TYP) COMPOSIIE TRIMD Am% A (TYP) Q DiGiovanni & LINE OF HALL � � � STANDING SEAM 112 12 I � ssociates BEYOND (TYP) METAL ROOF (TYP} 15 15III LINE OF HALL AND ROOF11 1 91#111 IT Architects BEYOND (TYP) �--, ENERAL NOTES 0011PO51TI TRIM 4 1. -CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 26 preston avenue FASCIA 4 FREEZE BD. (TYP.) IN FIELD AND REPORT ANY D15GREPAMVE5 TO ARCHITECT sea cliff, ny 11579 fill CEMENTIOU5- I HIT 111111 1111 SIDING (TYP) BOARD BEFORE COMMENCING NORK (516) 671 - 3624 11 11 _ OMP051TE 4 BATTEN (TYP) 2. -ALL CON5TR)CTION AND MATERIALS TO BE IN ACCORDANCE fax(516) 759-7138 ii if II IIIII _ GLG NT = +IS'-6" WITH NEH YORK STATE BUILDING CODE AND ALL LOCAL CODES11 11 IT 11 11 11 H 11111111111111 U-ILLUI I I I iii _ (4 PLATE HT. a DORMER) - - - AND REGULATION5 2I'I2O �" D q�C TO PLATE = +17'-0" 3. -STRUCTURAL LUMBER TO BE THE SIZE INDICATED ON DRAWINGS COMPOSITE TRIM AND SHALL BE DOUGLAS FIR/LARCH FOR VERTICAL MEMBERS (TYP. ALL N1NPON5 AND HEMLOCK/FIR FOR HORIZONTAL/ROOF MEMBERS. FB= 1400 P51 N o and DOORS) PROVIDE 18169 GAP FLASH 4. -ALL INTERIOR WOOD 57UP PARTITIONS TO BE 2" X 4" AT 16" O.G. Q v 5. -ALL ELECTRICAL NORK SHALL COMPLY WITH NEN YORK BOARD OF FIRE UNDERWRITERS REQUIREMENT. ELECTRICAL 12 11 L 2nd Floor - . +10'-0" CONTRACTOR SHALL SUBMIT CERTIFICATE FROM ABOVE AGENCY. % - 6. THESE PLANS COMPLY HITH NEN YORK STATE ENERGY 15 51J E D TO. PLATE EL. +q'-0" - CONSERVATION CONSTRUCTION CODE. 1.2/28/21 FOR FERMIT CORNER 1. -DRANIN05 ARE NOT BE SCALED,USE DIMENSIONS ONLY. EACH BPS(TYP) _ COMPOSITE BRACKET CONTRACTOR SHALL BE HELD RE5PON51BLE FOR H15 WORK, AND AS SELECTED (TYP) DISCREPANCIES SHALL BE GALLED TO THE ARCHITECTS ATTENTION F 8. -PLANS, DETAILS, AND ELEVATIONS SHOWN INDICATE INTENT AND o � I 4 QUALITY LEVEL. PROVIDE ALL SUPPORTS,BRIDGING, BLOCKING, CULTURED STONE GAP (TYP) AND CONNECTIONS AS REQUIRED. q. -PROVIDE ALUM LEADERS AND GUTTER5 10. -PLUMBING MUST BE IN AGGORDAMGE HITH NEN YORK STATE Ist FLOOR EL. +0'-0" CODES. PROVIDE COPPER NATER LINES HITH PERFORMED v GRADE EL. -2'-0" FITTINGS. ALL UNDERGROUND LINES TO BE CAST IRON. COMPOSITE TRIM 3'-0" HIGH VINYL RAILING JII. -ALL FOOTINGS TO BE ON UND15TURBED 501L AND SHALL BE COMPOSITE T IM 4 (TYP. ALL NINDONS H/BALL5TER5 a X11 O/G MAX. I'-0"� GOMP051TE G MENTIOUS STANDING SEAM THIN STONE FASCIA t FRgEZE D. I I II and DOORS) PROVIDE (TYP) I I COLUMN ON GONG. Bk5E SIDING(TYP) I METAL ROOF (TYP) (TYP) 12. I -DOUB CONCRETE. (TYP.} GAP FLASH W/THIN STONE VEN ER p 12. -DOUBLE ALL FLOOR JOISTS, CEILING JOISTS, AND ROOF III I I 4 CULTURED STONE I ( I rp RAFTERS AROUND OPENINGS VON. GAP (TYP) I I 13. -PROVIDE ALUMINUM FLA5HIN5 AT ALL HALL ROOF JUNCTIONS II I I I I I I AND ALL ROOF VALLEYS (TYP.) 14. -ASSUME 501L BEARING CAPACITY = 2 TON/SF. 15. -5LAB5 ON GRADE TO BE q5% MIN. COMPACTED SOIL, AND OF CELLAR SLAB EL. -10'-0" 4000# CONCRETE. 16. -ALL HEADERS TO BE (3)2" X 10" VON EAST ELE\/AST I ON / ✓I III.I..1 ./I IIIV♦_L.! VVI I V.IIIL 11 X11 4 (TYP) COMP051TE BOARD FASCIA 4 FREEZIE BD. 4 BATTEN (TYP) (TYP.) STANDING SEAM LINE OF HALL METAL ROOF (TYP) BEYOND (TYP) 12 12 j5 15 1 11 11 11 111111 11 ITII 111111 111111 11111111 1 11 11 COMPOSITE TRIM (TYP. ALL NINDOH5 and DOORS) PROVIDE COMPOSITE TRIM 4 GAP FLASH FASCIA 4 FREEZE BD. (TYP.) _ oL CLO HT = +15'-611 4 PLATE HT. a DORMER - A I I LINE OF HALL TO PLATE = +11'-O" _ BEYOND (TYP) '- I IIITI REV1510N5 Q � STANDING SEAM � � � '` r THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE METAL ROOF (TYP) LL PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PROSECUTED. Ak 2nd Floor EL. 410'-0" GO RAGTOR SHA VERIFY ALL FIELD WNDITION5 AND - _ - - - - - DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT T.O. PLATE EL. +1'-0" AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE - — - - _ - - - - - - - ON THE BEHALF OF THE GONTRAGTOR FOR ANY ERROR OR CORNER NE6LECT ON HIS PART. B05(TYP) -- -, GOMP051TE BRACKET,_____-, I-0 R COMPOSITE KOSMYNKA AS SELECTED (TYP) F o = COLUMN ON GONG. BASE W/ THIN STONE VENEER � o � $D5 (TYP) 4 CULTURED STONE RESIDENCE '- GAP (TYP) CULTURED STONE GAP(TYP) OL 1st fL00R EL. +0'-0" 1900 Pine Tree Road Ctchogue, NY GRADE EL. -2'-0" `THIN STONE STONE GAPJ E L EVA T I ONS ICOMPOSITE TRIM GEMENTIOUS I VENEER I (TYP) GEMENTIOUS I I (TYP. ALL NIN0ON5 SIDING (TYP) (TYP) 51DINO(TYP) o I ond DOOR ) PROVIDE GAPI I I I I O I I I I I I I I I I I I 12/28/21A=200 - - - - CELLAR SLAB EL. -10'-O" � - - - DATE "IfA5 NOTED 2 NEST E L E\/A�T I O N CRAHN BY Jve SCALE OF A-4 1/411 = 1'-0" CHECKED 8Y DD COMPOSITE TRIM 4 OVERHANG el +I'-0" FA5VA 4 FREEZE BD. WALL DATUM el p'-p" (TYP) GABLE END el +p'-b" DAA a rill GEMENTIOUS A5PHALT 5HINGLES D i G i ova n n i & SIDING (TYP) (TMP) Associates WITH 11 11 IT I 1 11 Architects 11 IIITII 111111 IIITII III] NINDOW 5GHEDULE 1111 11 IT 11 11 IT 11 11 IT 11 1R.D. ANDERSEN 111111 IIITII Ilifil 111111 MK WIDTH HEIGHT OPERATION MODEL # REMARKS EGRESS GLA55 VENT 26 preston avenue 11 11 11 IT 1 11 IT 11 11 IT 11 11 IT A 2'-5 1/8" 4'-4 7/5" DOUBLE HUNG TW 2642 PROVIDE GRILL5 and 50REEN5 (5EE ELEV.) 7.62 42 sea cliff, ny 11579 B 5-3 1/4" 3'-5 3/8," CASEMENT GX235 PROVIDE GRILL5 and 5GREEN5 (5EE ELEV.) 13.6 12.8 (516) 671 - 3624 J11 IIITII 11 IT 11 OMP051TE TRIM d G 01'-01 3/4" 6'-11" 5LIDINC DOOR FWC 100611-4 PROVIDE GRILL5 and 50REEN5 (5EE ELEVJ 55.12 24.36 fax(516) 759-7138 = FASCIA d FREEZE BD. D 5'-II 3/4" 5'-0 7/8" DOUBLE HUNG (2) TW 210410 PROVIDE GRILL5 and 5GREEN5 (5EE ELEVJ 20.01 11.38 (TYP.) E 3'-0 1/8" 5'-0 7/8" DOUBLE HUNG TW 210410 PROVIDE GRILLS and 56REEN5 (5EE ELEV) � 10.45 5.601 F 3'-5 3/8" 2-4 7/8" AWNING AW 351 PROVIDE GRILLS and SCREENS (5EE ELEVJ 6.0 1.6 .21-120FtE.D �qC GLG HT = +18'-b" G 8'-11 3/8" 5'-0 7/8" DOUBLE HUNG (3) TW 210410 PROVIDE GRILL5 and 5GREEN5 (5EE ELEVJ 31.35 17.0711/1111111 zz plG�AO, ,y°TSG 11 H 11hL ($ PLATE HT. DORMER) F{ 7'-I 3/8" 4'-4 7/8° DOUBLE HUNG (3) TW 2642 PROVIDE GRILL5 and 5GREEN5 (5EE ELEVJ 22.8b 12.6 Q S -�. TO PLATE _ +17'-0" — 1 2'-6 1/8" 4'-0 7/8" DOUBLE HUNG TW 24310 PROVIDE GRILL5 and 5GREEN5 (5EE ELEW 7/8° DOUBLE HUNG TW 20210 PROVIDE GRILL5 and 5GREEN5 (5EE ELEV.) rsisc) COMPOSITE TRIM CORNER \gFEW.�� (TYP. ALL VIINDOWS o BD5 (TYP) NOTE; and DOORS) PROVIDE I. PROVIDE DIVIDED LITE5 IN GRILL PATTERN SHOWN ON ELEVATIONS (AS SELECTED) GAP FLASH lOOMPO5ITE BOARD 2. PROVIDE SCREENS FOR ALL OPERABLE WINDOWS and DOORS 1 4 BATTEN (TYP) 3. COLOR A5 5ELEGTED FROM STANDARD COLORS 15 51J E D 4. PROVIDE EXTENSION JAMB A5 REQ'D 2nd Floor EL. +10'-0" — 5. PROVIDE NEW PAINT GRADE 32" CASING, WINDOW SILL and SKIRT BOARD AS 5ELEGTED 12/28/21 FOR PERMIT T.O. PLATE EL. +9'-0" _ ENERGY REQUIREMENT NOTE WINDOW5 TO BE PROVIDED WITH LOW E ARGON FILLED IN5ULATING GLA55 WITH U RATING OF 0.201 min and 5HGG of 025 min --COMPOSITE TRIM $ EMENTIOUS FASCIA R FREEZE BD. SIDING (TYP) CORNER (TYP.) - 57ANDING SEAM 0 METAL ROOF (TYP) Ell Ir 1st FLOOR EL. +0'-0" 0 v r, a b o v v a 4 0 `; GRADE EL. 3 0" NIGH VINYL �1'_0"� COMPOSITE STONE GAPJ RAILING W/BALL5TER5 614) ii 0/C MAX. (TYP) I I COLUMN ON GONW,BASE ASPHALT SHINGLES I (TYP) I - W/THIN STONE VENEER (TYP) I o CULTURED STONE GAP( I I p I I I I I I COMPOSITE TRIM AND ALUM GAP (TYP) CELLAR SLAB EL, -lO'-O" — - OVERHANO el +I'-0" — — — — — — _ — — — — — WALL DATUM el 0'-0" ASPHALT SHINGLE5 GABLE END el +0'-b" (TYp) r 50JTH ELEVATION A-5 1/4" = 1'-0" 111111 11 IT 12 11 1 1 IT 11 Q i 12 Q 11 11 IT 11 11 IT oCOMPOSITE TRIM 8 FA50IA d FREEZE BD. COMPOSITE TRIM 11! (TMP) FASCIA B FREEZE BD. GLG HT -- 2" X 10" RR 2" X 10" RR_® (b PLATE HT. 6 DORMER) O PLATE +17-Dr 0Ib" O/C 0I6" 0/6 T — X I X ® I X — v I ry d ) GEMENTIOU SIDING (TYPI Q (2)� � � 0 3� v- ��' � � I (2)��O � N r GEMENTIOUS Li � v I X 0 O AU, O � � �1�� m �� - O SIDING (TYP) — � O — - (ED — REV1510N5 x I x o `O cy n n O — — _ O 2rd Floor EL. +10'-0" — — N I x .�. — — — — — — — _ — T.O. PLATEEL. +Q'-O" — — THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINOEMENT5 WILL BE PROSECUTED. I 2" x 12" RIDGE 13 4" x 14" ML RIDGE GOMRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND L I DIMEN51M AND SHALL BE RESPONSIBLE FOR FIELD FIT v AND QUANTITY OF WORK NO ALLOKANCE SHALL BE MADE I I v O' v ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR - O zo O O O CORNER +• _ NEGLECT ON HIS PART. ry xx= ® ry w v ry N N x BD5 (TYP) _ CORNER `y BD5(TYP) CULTURED STONE GAP (TYP) 1 I O O I KOSMYNKA (2)2 x ID x ,� (2)2 x 10 �a I �x "c� I 1st FLOOR EL. +0'-O - RESIDENCE o Q7, C14 LU k o I I THIN STONE COMPOSITE RAILING I I I 1900 Pine Tree Road �J 1 COMPOSITE RIM VENEER BALUSTERS r � (TYP. ALL WI DOWS I I (TMP) ® 4" O/G MAX J 2 x 10 RR I I r - Ctchogue, NY ;y and DOORS) PROVIDE 5-0" ABOVE GRADE J J I o alb" O/c, x GAP FLASH I I I TO BE 5ELEGTED I I F I p J �ry4o Ox 211 XIO RR m 2 i I i I I F_r-J i ELE Y INIONS XIO RR ® I6" 0/0 ® 16" OIG i I I I I J J - - - - - - - - - - - - - - - - - - - - - - - - - - r J I CELLAR SLAB EL. -10'-O" — — — — — — — — — r — - - - - - - - - - - - - - .1--- - -i—a __ D �1 - - - - - - - - — _ L- - - - - - - - - - - - - - - - - - - - - - m — SLAB f - - - - — J - - EL = -lO'-b" r - -J F - 120842I 96 y DATE A=20i STEPPED FOOTING 3 R00F FRAM I NO PLAN 1:2 MAX (TYP) A5 NOTED A-5 3/16" = 1'-0" NORTH ELF-\'ATION SCALE 6 O� -2 DRAWN BY JVB CHECKED BY DD 2018 INTERNATIONAL ENERGY DAA CONSERVATION CODE DiGiovanni & Associates CLIMATE ZONES (CZ) TABLE R301,1 Architects GENERAL NOTES Nassau, Suffolk and Westchester counties are CZ4A, TYPICAL WALL "SEALALLTINEK&JOINTS AND PENETRATIONS WITH APPROVED TAPE. SIDING (ex.DUPONT CONTRACTOR TAPE). <1 All 5 NYC boroughs must comply with CZ6A Requirements. WOOD FURRING 'FASTEN TYVEKs TO SHEATHING WITH LARGE HEAD NAILS R-38 SPF TYVEKs,HOMEWRAPe OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) COMPLIANCE NOTES 8401.3 Permanent Certificate — Shall be completed by the builder or registered 26 Preston avenue 12'COX PLYWOOD SHEATHING INSULATION -SEE sea cliff, ny 11579 VAPORTION•SEESPECS. design professional and posted in the utility room or other approved location inside 0 VAPOR RETARDER O / * 5,'8"GYPSUM BOARD a- the building. (516) 671 - 3624 p FLOOR � /- —R402.2.2.4 Not Required Access Hatches and w Doors. Insulate access hatches is not fax(516) 759-7138 LAP AND TAPE TYVEKs WOOD JOISTS Z_ Z9 required for this project because the attic is within the building thermal envelope. p AT JOINTS 3/a"PLYWOOD ^: o� ALL DUCTS WITHIN q P ) g SUB-FLOOR SIDING U g /� TH MAL BARRIER *R402.4 Air Leakage — Building thermal envelope shall be constructed to limit air TYVEKe HOMEWRAP� U� 12'CDXPLYWOOD SHEATH ING �(wIZ leakage to < 3 air changes per hour. 2�-120 2x6"WOOD STUDS l/ p. INSULATION-SEE SPECS. a w VAPOR RETARDER �, —8402.4.1.1 Installation — The components of the building thermal envelope shall be \S�E;ED�►��y i VAPOR installed in accordance with the criteria listed in Table 402.4.1.1. Where required b C� DIG ij 0 q Y F�• i SILLGASKET ATTIC _ _ _ ATTIC code official, an approved third party shall inspect all components and verify e �`� y fin) cam loince. 2 CAULK TYVEK&TO CONCRETE P p. ..u FOUNDATION WALL *R402.4.1.2 Testing — Building or dwelling unit shall be tested and verified as having � 1 i f" Y' INSECTSCREEN SEAL JOINT BETWEEN PLATES _<_ 3 ACH50 in CZ 4A, 5,A 6A. Testing shall be conducted by an approved third party. BATT INSULATION I ANCHOR BOLT SEAL BETWEEN PLATE —R402.4.1.5 Compliance — This project shall comply with Section 402.1.5 Total UAPARGING&DRAINAGE LAYER . . F9T 1G9 �y alternate — See attached ResCheckSee Detail. STAPLE VAPOR RETARDER e NCS j CONCRETE FOUNDATION WALL BETWEEN SIDEOF LOOKD TO d ' 2x4'WOODSTUDS SEAL JOINT BETWEEN —8402.4.3 Window Infiltration. Infiltration rate for window and sliding lass doors no UNDERSIOEO SHEATHING w/R12BATTINSULATION WALL SHEATHING AND g g SHEATHING — VAPOR RETARDER TOP PLATE more than 0.30 fm/sf swinging doors no more than 0.5 cfm per sq ft. R402.4.4 Combustion Closets — Rooms containing fuel—burning appliances require 1 SSU ED special care.* TYPICAL WALL ISOMETRIC BASE OF WALL DETAIL —Exception: Direct vent appliances with both intake and exhause pipes installed RESIDENTIAL WOOD FHAME S T RUC r U HE w!SIDING RESIDENIIALWOOUFRAME,Scontinuous to the outside. 'rHUCTUHEw/SIDING —R402.5 Maximum fenestration U—factor and SHGC (Mandatory). The area—weighted average maximum fenestration U—factor permitted using tradeoffs from Section SEAL BETWEEN WALL GENERAL NOTES GFNERALNOTES SHEATHING AND R402.1.5 or R405 shall be 0.48 in Climate Zone 4 for vertical fenestration and 0.75 'SEAL ALL TYVEKsJOINTSAND PENETRATIONS WITH APPROVED TAPE. 'SEAL ALL TYVEKt,JOINTS AND PENETRATIONS WITH APPROVED TAPE, BOTTOM PLATE in Climate Zone 4 for skylights. The area—weighted average maximum fenestration (ex,DUPONT CONTRACTOR TAPE). (ex.DUPONT CONTRACTOR TAPE). I SHGC permitted using tradoffs from Section R405 In Climate Zones 1 through 3 Shall "FASTEN TYVEK&TO SHEATHING WITH LARGE HEAD NAILS 'FASTEN TYVEK�e TO SHEATHING WITH LARGE HEAD NAILS R-19 BATT INSUL. be 0.50. OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) —8403.1.1 Programmable thermostat. The thermostat controlling the primary heating SUBFLSEAL JOINT BETWEEN or cooling system of the dwelling unit shall be capable of controlling the heating and BOTTOM OR AND cooling system on a daily schedule to maintain different temperature set points at BOTTOM PLATE different times of the da This thermostat shall include the capability to set back or FLOOR CANTILEVERED FLOOR � Y• p Y 1/2"GYPSUMBOAPD METAL SOFFITSECOND FLOOR SECOND FLOOR temporarily operate the system to maintain zone temperatures down t0 55 degrees WOOD JOISTS TYVEKw HOMEWRAP& 314"TONGUE&GROOVE TYPICAL WALL 7/16'OSBSHEATHING TYPIeAlz W'� F(13 degrees C) or up to 85 degrees F(29 degrees C). The thermostat shall initially SIDING SIDING 2" SPF INSUL. AT RIM JOIST be programmed by the manufacturer with a heating temperature set point no higher PLYWOOD SU&FLOCK WOODJOISTSSEAL AND INSULATE than 70 degrees F 21 degrees C and a cooling temperature set point no lower than TYVEK&HOMEWRAP® TYVEK&HOMEWRAPm wJ 826 BATT INSULATION(MINIMUM) 1.2"CDX PLYWOOD SHEATHING 112"CDXPLYWOODSHEATHING RIM JOIST R-19 BATT INSUL. g ( g ) g p 2'k6'WOOD STUDS 314'T&G PLYWOOD SUB-FLOOR 7x6`WOOD STUDS INSULATION-SEE SPECS. INSULATION-SEE SPECS. SEAL BETWEEN PLATE 78 degrees F (26 degrees C). RETARDER 5 VAPOR SUM BOARD 5/6'GYPSUMBOARD " —R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply SEAL JOINT BETWEEN 5/a GYP. BD. heat to the building through one—or two—pipe heating systems shall have an outdoor LAPTS(UPP&TAPE(UPPER WALL SHEATHING AND SEAL JOINT BETWEEN PLATES setback control that lowers the boiler water temperature based on the outdoor JOINTS[UPPER SHEET P OVER LOWER SHEET) TOP PLATE temperature. LAP6'&TAPETYVEK& —R403.3 Not Required. Insulation of supply and return ducts is not re uiired because TYVEK&FROM � _ q � Pp Y q STAPLE VAPOR RETARDER BATT INSULATION LAP AND TAPE TYVEK&ATJOINT EXPOSED FLOOR * all ducts are within the building thermal envelope. BETWEEN J013TSER SKEET OVER LOWER SHEET) Sealing ( —8403.3.2 SMandator Ducts, air handlers ondxes shall be sealed.TOUNDERSIDE0 FLOOR TYPICAL WALL INSECTSCRFEN SEAL JOINTS IN y)' SHEATHING TYPICALWALL PLYWOOD SHEATHING —R403.3.2.1 Sealed Air Handler. Air handlers shall have a manufacturer's designation STAPLE VAPOR RETARDER BETWEEN JOISTS SEAL AROUND WINDOW for an air leakage of no more than 2 percent of the design air flow rate when tested In accordance with ASHRAE 193. AND TO UNDERSIDE OF FLOORSHEATHING AND DOOR FRAMES R403.3.3 Duct Testing is not required because the ducts and air handlers are located within the building thermal envelope. FLOOR/WALL INTERFACE DETAIL CANTILEVERED FLOOR DETAIL SEAL BETWEEN STUDS R-19 BATT INSUL. R403.3.5 Building Cavities — Shall not be used as ducts or plenums. RESIDENTIAL WOOD FRAME STRUCTUREW SIDING RESIDENTIAL WOOD FRAME STRUCTURE w/SIDING * R403.4 Mechanical System Piping shall be insulated with R-3 insulation. W GYP. BD. —R403.5.3 Hot Water Piping should be R-3. GENERAL NOTES GENERAL NOTES *R403.6 Mechanical Ventilation — The building shall be provided with ventilation that 'SEAL ALL TYVEKe JOINTS AND PENETRATIONS WITH APPROVEDTAPE. "SEAL ALL TYVEK&JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex.DUPONT CONTRACTOR TAPE). (ex.DUPONT CONTRACTOR TAPE), i meets the requirements of IRC/IMC. (International Mechanical Code) 'FASTEN TYVEK®TO SHEATHING WITH LARGE HEAD NAILS 'FASTEN TYVEK®TO SHEATHING WITH LARGE HEAD NAILS " The mechincal ventilation rate shall be n0 renter than 0.01 X CFA + 7.5 X Of OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) SEAL JOINTS IN 1y2 g ( PLYWOOD SHEATHING bedrooms + 1) (CFA = Conditioned Floor Area) ROOFNG SHINGLES *R403.7 Equipment Sizing and efficiency rating (Mandatory). Heating and cooling WINDOW WITH SEAL AROUND ALL equipment shall be sized in accordance with ACCA Manual S based on buiilding loads --'�"-' MEMBRANEITYPE EAVE PROTECTION FLANGE INTEGRAL MOUNTINGCAULKING ELECTRIC BOXES, calculated in accordance with ACCA Manual J or other approved heating alnd cooling &W PLYWOOD SHEATHING cAv H CLIPS MINIMALLY EXPANDING CONDUIT AND PIPING calculation methodologies. New or replacement heating and cooling equipment shall R-35INSULATION•SEE SPECS. POLYURETHANE FOAM OR r.,,„. ,...,� PENETRATING PLYWOOD 9 P 9 9 AIR&VAPOR RETARDER APPROVEDCAULK SIDING SHEATHING 117 CDX PLYWOOD SHEATHING have an efficiency rating equal to Or greater than the minimum required !by federal 1/7 GYPSUM BOARD (AROUND WINDOW RSO) TYVEK&HOMEWRDS geographic q P law for the location where the equipment ment is installed. EXTEND 7x6'WOOD STUDS SEAL BETWEEN WALL TYVEK&HEADWRAPe VENTILATION WRAP TYVEKx INTO INSULATION-SEE SPECS. —R404.1 Lighting — A minimum of 75% of permanently installed fixtures must have AT TOP PLATE SPACER OPENING(JAMBS&SILL) VAPOR RETARDER SHEATHING AND SEAL BETWEEN STUDS high—efficancy lamps. See Electrical Plans. OVER SHEATHING &TAPE(ESP.@ CORNERS) &&"GYPSUM BOARD BOTTOM PLATE VENTED METAL SOFFIT USING TYVEK&FLEXWRAP�- SEAL JOINT BETWEENLAP&TAPE TYVEKFD — Low—voltage lighting exempt. ATJOINTS(U PE SHEET SUBFLOOR AND * MANDATORY OVER LOWER SHEET) BOTTOM PLATE 0 FASTEN TYVEK&FLEXWRAP- FIRST FLOOR: TOP OF EAVESTROUGH CORNER USING MECHANICAL SUBFLOOR TABLE 8402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION FASTENER OttINSTALLTYVEKsFLEXWRAP- FIRST FLOOR FIRST FLOOR Component Air Barrier Criteria Insulation Criteria SIDING MINIMUM ROOF INSUTATK)N TYVEK&HOME WRAPA AROUND PERIMETER OF OPENING Ceiling/Attic Aligned with insulation. Aligned with air barrier. ABOVE EQUAL ALUE OF WALL TW WOOD STUDS SHEATHING SEAL AND INSULATE 2" SPF INSUL. AT RIM JOIST Walls Junction of foundation and sill Cavities within corners and headers INSULAMN INSULATION-SEE SPECS. RIM JOIST R-19 BATT INSUL, plate to be sealed. of frome walls shall be fully CAULK AIR BARRIER(FR OM VAPOR RETARDER CEILING)TOTYVEK& 5/6'GYSUMBOARD Junction of top plate and exterior insulated with material having min. 0 walls to b@ sealed.' ealed. R-3 per inch. ROOF/WALL INTERFACE DETAIL �� ALL DUCTS ARE RESIDENTIAL WOOD FRAME STRUCTURE WSIDING WINDOW SILL DETAIL WITHIN THERMAL Rim Joist Rim foist shall include the air Rim joist shall be insulated. RESIDEN TIAL WOOD FRAME STRUCTURE w/SIDING barrier. aa Z BARRIER Floors Air barrier installed at any exposed Maintain permanent contact with R Y 15 I O N 5 GENERAL NOTES GENERAL NOTES Z o (including above garage & edge of insulation. the underside of subfloor. O I- cantilevered floors) 'SEAL ALL TYVEK&JOINTS AND PENETRATIONS WITH APPROVEDTAPE. 'SEALALL TYVEK&JOINTS AND PENETRATIONS WITH APPROVED TAPE. Z F--:s 1 r Y2" MR GYP. BD. THESE PLANS ARE AN INSTRUyIENT OF SERVICE AND ARE THE (ex.DUPONT CONTRACTOR TAPE). (ex.DUPONT CONTRACTOR TAPE). W D z Crawl Space Walls Exposed earth In unvented crawl Insulation shall be permanently 'FASTEN TYVEK®TO SHEATHING WITH LARGE HEAD NAILS 'FASTEN TYVEK•x TO SHEATHING WITH LARGE HEAD NAILS w(n (Applies on to unvented PROPERTY OF THE ARGHIIEGT.INFRINGEMENTS WILL BE OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONTWRAPCAPS) (J) Z spaces to be covered with a class attached to crawl space walls. If m w i 2' SPF INSUL. ON BASEMENT WALL cra(Yi space) 1 vapor retarder. not provided in floor.* PR05ECUTED. Shafts/Penetrations Duct shafts, utility penetrations, and C 4TMTOR SHALL VERIFY ALL FIELD CONDITIONS AND TYPIk:WALL TYPIeft WALE: flue shafts opening to DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT SIDING SIDING unconditioned space to be sealed. AND QUANTITY OF WORK,NO ALLOKAWE SHALL BE MADE TY VEKm HOMEWRAP. TYVEKvo HOMEWRAPw ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1/7CDX PLYWOOD SHEATHING 1/7 CDX PLYWOOD SHEATHING Garage Separation Air seal between garage and NE6LECT ON HIS PART. 2'x6"WOOD STUDS 7x6'WOOD STUDS INSULATION•SEE SPECS. INSULATION-SEE SPECS. conditioned space. VAPOR RETARDER — -VAPOR RETARDER Recessed Lighting Sealed to the drywall. Air tight and IC rated 5r8'GYPSUM BOARD 5!6'GYPSUM BOARD � g 9 Y g PENETRATION HVAC Register Register boots that penetrate *See complete Table 8402.1.1 in KOSMYNKA PROVIDE WOOD (ex.EXHAUST VENT) Boots thermal envelope to be sealed to 2015 IECC BLOCKING& CAULKING subfloor or drywall. MINIMALLYEXPANDINGFOAM RESIDENCE POLYURETHANE FOAIM FLANGE MINIMALLY EXPANDING OR APPROVED CAULKING (SEALED TO PENETRATION) POLYURETHANE FOAM OR INSTALL TYVEK&FLIXWRAP- AROUND APPROVED CAULKING' OVER MOUNTING JOINTS. . LAP HEATING AND COOLING EQUIPMENT PENETRATION (AROUND WINDOW RSO) TYVEK&&TAPE JOINTS. SEAUTAPETYVEK&TO FLANGE � Boiler — Direct Vent > 85% AFUE (Gas Or Oil) (USE TYVEKmWINDOW — Indirect Hot Water Stara e FOR LARGE OPENINGS) FLANGE FLEXWRAP- INTEGRAL MOUNTING —FUrnace - Direct Vent > 90% AFUE Gas 1900 Pine Tree Road — Direct Vent > 857. AFUE Oil Ctehogue, NY —Direct Hot Water — Power Vented — 40 Gal = > .61 EF (Energy Factor) WALL PENETRATION DETAIL WINDOW HEAD DETAIL — 50 Gal = > .52 EF RESIDENTIALWOODFRAME STRUCTURE w/WOODSIDING(HEATINGCLIMATE) HESIDENHAL WOOL)FRAME:51RUC IUHLwiWOOD SIDING(HEATINGCLIMATE) BASEMENT BASEMENT — 75 Gal = > .54 EF ENERGY CODE —A/C SEER — Minimum of 13 SEER DEVILS i$ NOTES BUILDING WRAP DETAILS AIR SEALING OF STUD WALL INSULATION OF THERMAL BARRIER �/l8/11 A=300 N.T.S. N.T.S. D A T E SPF: SPRAY POLYURATHANE FOAM INSULATION — CLOSED CELL A5 NOTED Q SCALE OF 8 DRAWN BY pa GHEGiCED BY dd —' NAILING 5C. HE0ULE JOINT DESCRIPTION # OF COMMON NAIL 5PAGING NAILS DA ROOF FRAM I NO DiGiovanni & 2 X4 CONTINUOUS LATERAL RAFTER TO TOP PLATE (TOE-NAILED) 3-8D PER RAFTER Associates BRACE 0 6O.G. CEILING J015T TO TDP PLATE (TOC--NAILED) 3-95D PER JOIST Architects � p Jy--ROOF RAFTERS 2-IDD NAILS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 8-I6D EACH LAP /x"'11 Ch itectS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-I6D EACH LAP ROOF RAFTER, SEE V2" X 30" 20 GA STRAP TRZ5 OR CEILING MODEL MEMBER 51ZE FA5TENER5 COLLAR TIE TO RAFTER (FACE-NAILED) 3-IDD PER TIE END QFRAMING PLANS. — — (4) 8D NAILS a RAFTERS JOIST NO. N RIDGE GARRING EACH RIM BOARD TO RAFTER (END-NAILED) 2-8D EACH END �Q C restion avenue (4) 8D NAILS @ STUD I0-5D NAILS MEMBER CLIP 2-16D EACH END sea cliff ny 11579 COLLAR TIE. SEE (2) 2 X 4 TOP PLATES HRG22 Ia,(6 XOR I6-I0D X V, 2-IOD X V2 671 - 3624 WALL FRAMING fax{5 6) 759 7138 °� GABLE END TRU55 TOP PLATE TO TDP PLATE (PAGE-NAILED) I° ° FRAMING PLANS. 13/41, WIDE ' 2-I6D PER FOOT SECURE COLLAR TIE W/ MATERIAL: HRG22 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D JOINTS-EA. 51DE (5) SD NAILS WITH EXTERIOR 5TUD WALL 5D COOLER FINISH: GALVANIZED STUD TO STUD (FACE-NAILED) 2-I6D 24" O.G. (2)Y2" DIA. THRU BOLTS NAILS a 101, 20 GAGE STRAP O.G. HEADER TO HEADER (FACE-NAILED) I6D I6" O.C. ® EDGES .21-1.20 WITH NUT 4 WASHER. VkED q q,y \� INSTALLATION: TOP OR BOTTOM PLATE TO STUD (END-NAILED) I-16D PER STUD �5�� 2 X 4 BLOCK NAILED USE ALL SPECIFIED FASTENERS. �Q' D BOTTOM PLATE TO FLOOR J015T, BAND JOIST 12 e TO EACH BRACE WITH ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON HRG22 AND HRG42 TO � 2-I6D PER 1-OOT 4-IOD NAILS SECURE THE HRC. BEND FACE FLANGES ON HR022 BACK FLUSH WITH RIDGE AND END J015T OR BLOCKING (FACE-NAILED) 10-8D NAILS COMPLETE NAILING. ' �1 3, �O�OL�LAt�R TIE DETAIL HURRICANE STRAP DETAIL HRG22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. FLOOR FRAM I NO GYPSUM BOARD DOUBLE BEVEL-GUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. 18759 4,: 1' SCALE: I'=I'-O' 50 COOLER NAILS 1" O.G. ENDWALL STUDS THE HRC MAY BE SLOPED TO 45° WITH NO REDUTION IN LOADS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) FOF� 4-80 PER JOIST BRIDGING TO J015T (TOE-NAILED) 2-8D EACH END BLOCKING TO JOIST (TOE-NAILED) 2-SD EACH END GE I L I NG BRACE GABLE ENDWALL HIP RIDGE CONNECTOR DETAIL LBLOC,KIN0 TO EDGER 5TRIPSILL OR TOP PLATE TO BEAM (FACE NA LEED)NAILED) 5-16D EACH 3-I6D EACH JOISTK 15 5 >= D 3 SCALE+ =1'-O' SCALE+ I'=1'-O' JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST BAND J015T TO JOIST (END-NAILED) 3-I6D I PER JOIST 2ND FLOOR WALL BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D PER FOOT PROVIDE IY4" X20 GAGE ROOF SHEATH INC STRAP W/ (4) &D COMMON ° DIMENSIONAL WOOD OR NAI L5 IN EACH END STRUCTURAL PANELS SD b" EDGE/I2" FIELD ° MICRO LAM BEAM. SEE DIAGONAL BOARD SHEATHING FRAMING PLANS. PROVIDE #LU526 RIDGE VENT == - - I X 6 OF X 8 2-8D PER SUPPORT - MTL. J015T HANGER 11, X 10" OR WIDER 3-8D PER SUPPORT CEILING OR FLOOR BY SIMP50N STRONG- ---PROVIDE Y4" X20 GAGE ° JOISTS. SEE FRAMING TIE. STRAP W/ (2) 8D COMMON °. � PLANS. C E I L I N G S H E A T H I N G MODEL MEMBER SIZE FASTENERS UPLIF NAILS IN EACH END _r --SE CURE JOISTS TO ° GYPSUM WALLBOARD 5D COOLERS 1" EDGE/10" FIELD AVG. a 16" O.G. GIRDER OR HEADER WITH ND. TOTO FT-T RAULT. OLT OR HOLT BEAM ERS PLATES � HANGER A5 MFTR'D, BY HGP2 2X 6-IOD X IY2 -IOD X 2011 ROOF RAFTERS. SIMPSON 5TRONG-TIE. WALL S H E A T H I N G (DEPTH AND BEAM PROVIDE #LT512 STRAP STRUCTURAL PANELS 80 6" ED6E/12" FIELD HANGER TO MATCH THAT — W/ FASTENERS A5 PER PLYWOOD PANELS 3 MATERIAL: IB GAUGE. OF JOISTS.) 1 - MANU. SPECS BY %b" FINI5H: HOF2-GALVANIZED OR Z-MAX; HGP4-GALVANIZED. 5IMP50N STRONG-TIE. 25/32 6D3 3" EDGE/6" FIELD BD 3" EDcGE/ b" FIELD IN5TA'-LATION: ll5E ALL SPECIFIED FASTENERS. GYPSUMA LBOARD 5D COOLERS 1 EDS-E/10" FIELD HARDBOARD 8D N/A ATTACH HGP TO DOUBLE TOP PLATES; 5IRD5MOUTH ONT REQUIRED FOR TABLE PARTICLEBOARD PANELS 8D (SEE MANUFACTURER) LOADS. DIAGONAL BOARD 5HEATHING INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE SLOPED TO 450 . I" X b" OR I" X 8" 2-8D PER SUPPORT I"X IO" OR WIDER 3-8D PER SUPPORT HIP GDRNER PLATE DETAIL RIDGE STRAP DETAIL JOISTS TO FLUSH WOOD OR MICROLAM GIRDER STRAPPING DETAIL @ CANTILEVER 5 SCALE+ I'=I'-O' FLOOR SHEATHING SCALE+ 1'=I'-D' SCALE+ 1'=I'-O' SCALE+ =I'-D' STRUCTURAL PANELS I" OR LESS 8D 6" EDO-E/12" FIELD GREATER THAN I" IOD 6" EDGE/6" FIELD NEW EXTERIOR WALL DIAGONAL BOARD SHEATHING NEW EXTERIOR WALL I" X 6" OR I" X 8" 2-8D PER: SUPPORT _ — 4 X 4 WOOD P05T I" X 10" OR WIDER 3-8D PER SUPPORT — PROVIDE L5TA 30 STRAP NEW FLOOR JOIST INSTALL #BC4 AS MFR'D I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A5 MRF'D BY "SIMP50N" PROVIDE LSTA 30 STRAP BY 5IMP50N' OR EQUAL IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAP'ACITIE5, OR EQUAL-32" O.G. AS MRF'D BY "51MPSON" ° SECURE W/ 12-I6D NAILS NAILING REOUIREMEENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE PROVIDE LSTA 30 STRAP SECURE W/ (8) 80 NAILS OR INSTALL #PB44 A5 MFRD EQUAL-32" O.G. CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. AS MRF'D BY "51MP5ON" TOP 4 BOT. (4) EACH 51DE SECURE W/ (8) 8D NAILS BY '5IMP50N' OR EQUAL OR EQUAL-32" O.G. a TOP 4 BOT. (4) EACH 51DE BEGURE W/ 12-I6D NAILS 2 WHEN WAWLL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED # OF SECURE W/ W 8D NAILS NAILS 5HALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. 0 TOP 4 BOT. (4) EACH SIDE LTP4 4 a NEW GONG. SLAB U 4 3 CORROSION RESISTANT II GUAGE ROOFING NAILS AND 16 GUAGE 5TAPLE5 ARE PEERMITTEP', CHECK IBC FOR ADDITIONAL REQUIREMENTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA II GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE 5HEILD GROUND IIa II NEW CONCRETE SNOW DF-51ON FROST LINE DESIGN UNDERLAYMENT FLOOD PDN. WALL GONG. PIER SEE PLANS LOAD PLED (MPH CRITERIA EATHERIN DEPTH TERMITE DECAY TEMP REQUIRED HAZARD II a. NEW GONCRETF FOR SIZE a d LL. PDN. WALL 11. 45 F51= 130 MPH B SEVERE 3'-4' M TO H 5 TO M 110 YES � d . a . ad . H 1 0H N ND ANALY515: MISCELLANEOUS PROJECT DATA REE V1510N5 FLR TD FLR STRAP DETAI WALL TO FOUNDATION STRAP DET WALL TD FOUNDATION 120 M WIND ZONESTRAP DET DECK AND POST STRAP DETAIL LIGATION: P CUE, NY ; 120 MPH 12 EXPOSURE-: B THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SCALE+ I'=1'-D' I D I I SCALE+ I'=1'-O' SCALE+ I'=1'-0' MEAN ROOF HEIGHT: 24'-6," PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE ROOF SPAN: I1'-0" PROSECUTED, SCALE+ I'=1'-O' DESIGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL - FOR I 4 2 STORY DWELLINGS CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMD61M AND SHALL BE REPON51BLE FIT MODEL DIMENSIONS FASTENERS CHAPTER 3 PRESCRIPTIVE DESIGN AND QUANTITY Or PM.NO ALLOWANCE SHA LIELD BE MADE NO. ANCHOR NO. IF - ROO7 RAFTER/TRUSS TO TOP PLATE CONNECTION ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR DIA. 51MP50N SD5 (T (PRESCRIPTIVE DESIGN) GA. W H B CL I NEGLECT ON HIS PART. I 3 5 4 X 4 WOOD P05T 2-IOD X V2 Y4 X 3 WOOD �I NEW EXTERIOR WALL PHD5-5D53 14 3 I13(� 2/e I/8 /8 � UPLIFT = 421# PER TABLE 3.3 EXISTING FLOOR JOIST 5GREW5 0 CMI LATERAL 4 SHEAR PER TABLE 3.4A (PROVIDE (3) #8D COMMON NAILS a KOSMYNKA 2-I6D COMMON FOR HOLDOWN5, PER A5TM TEST STANDARDS, ANCHOR BOLT ° EACH R.R. 4 G.J. CONNECTION TO TOP PLATES (TOE-NAILED) `� NUTS SHOULD BE FINGER-TIGHT PLU5 Y3 TO Y2 TURN WITH o' INSTALL COLUMN BASE #LC544 MATERIAL: PHD5-5D53 NAILS 0 16" O.G. 0 41 A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE AS MFR'D BY 'SIMPSON' OR EEOUAL WALL TO WALL CONNECTION RESIDENCE FINISH: GALVANIZED 0 1 FUTURE WOOD SHRINKAGE. - 5ECURE W/ 12-I6D NAILS (PRESCRIPTIVE DESIGN) INSTALL FOUNDATION ANCHOR #FJA CARE SHOULD BE TAKEN as = ° AS MFR'D BY 'S1MP50N' OR EQUAL INSTALLATION: - TO NOT OVER-TORQUE THE NUT. I I UPLIFT - 355# PER TABLE 3.3A (5EEE DETAIL #3 FOR CONNECTION REOUIREMENTS) SEE ELEVATIONS FOR LOCATIONS USE ALL 5PECIMED FASTENERS. I a L LATERAL 4 SHEAR PER TABLE 3.3A (PROVIDE (3) #I6D COMMON NAIL PER STUD TO 1900 Pine Tree Road PLACE THE PHD OVER THE ANCHOR BOLT. I PLATE CONNECTION INSTALL SIMPSON'S CODE--RECOGNIZED 5D5Y4 X 3 WOOD 5GREW5, WHICH AE� NY II (2)Y2" EXP, BOLTS 0 EXISTING PROVIDED WITH THE HOLDOWN. (LAG 5GREW5 WILL NOT ACHIEVE THE SAME L0 D. WALL ASSEMBLY TO FOUNDATION CONNECTION tc ogue, GONG. FOUNDATION WALL FOR AN IMPROVED CONNECTION, USE A STEEL NYLON LOCKING NUT OR THREAD I GONG. PIER SEE PLANS ADHESIVE ON THE ANCHOR BOLT. \ ;a. FOR SIZE (PRESCRIPTIVE DESIGN) SEE 55TB ANCHOR BOLTS, PAGE 18, FOR ANCHORAGE OPTIONS. THE DESIGN A : . d UPLIFT PER TABLE 3.45 (PROVIDE (3) #SD COMMON NAILS EACH END OF II ENGINEER MAY 5PEGIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RE515T THE 1414" X 20 GAGE STRAP 5TRAPP I NO II EXISTING CONCRETE 1=DN. WALLSEE ELEVATIONS FOR LIGATIONS TENSION LOAD FOR A SPECIFIC JOB. ANCHORAGE LENGTH SHOULD TAKE THE BEARING PLATE HEIGHT OF 1%" INTO ACCOUNT, TO ENSURE ADEQUATE LENGTH OF DETAILS THREADS TO ENGAGE_ THE NUT. FOR 3X SILL PLATES USE 55T5L. PER TABLE 3.25 (PROVIDE 5/a" DIA. ANCHOR BOLTS 0 b'-O" O.G. TO TIE DOUBLE 2X MEMBERS TOGTHER, DESIGNER MUST DETERMINE THE FASTENERS WITHIN 8'-0" OF ALL CORNERS AND 6-0" O.G. AT REQUIRED TO BIND MEMBERS TO ACT AS ONE UNIT WITHOUT 5PLITTING THE WOOD. ALL INTERIOR ZONE LOCATIONS. SEE BELOIMI, MORE ALL INTERIOR ZONE LOCATIONS. 5E:r BELOW, MORE 12/28/21 Aim LATERAL 4 SHEAR PER TABLE 32A PROVIDE %,` DIA ANCHOR BOLTS a 31-I" O.G. DATE A=301 13 EXISTING FOUNDATION STRAP DETAIL 14 GDRNER STUD HOLDDOWN DETAIL COLUMN STRAP DETAIL A5 NOTED SCALE: 1'=I'-O' SCALE: I'=I'-O' SCALE: i'=I'-O' SGALE b OF 8 DRANK BY jb CHECKED BY dd